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Permit D07-375 - WESTFIELD SOUTHCENTER MALL - METROPARK - TENANT IMPROVEMENT
METROPARK 657 SOUTHCENTER MALL D07 -375 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -375 Occupant /Tenant: METROPARK Building Address: 657 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group/Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 75 tic DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Cityf Tukwila Parcel No.: 6364200010 Address: 657 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: METROPARK Address: 657 SOUTHCENTER MALL , TUKWII,A WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: MARTHA MARTIN Address: 1327 POST AV, #4 , TORRANCE CA 90501 Phone: 310 -328 -6300 Contractor: Name: TIMBERWOLFF CONSTRUCTION INC Address: 1659 W ARROW RTE , UPLAND CA 91786 Phone: 909 949 -0380 Contractor License No: TIMBECIO21DM doc: IBC -10/06 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 DEVELOPMENT PERMIT DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR 2843 SQ FT RETAIL SPACE, FIXTURES, FINISHES Permit Number: D07 - 375 Issue Date: 03/19/2008 Permit Expires On: 09/15/2008 * *continued on next page ** Expiration Date: 03/08/2010 Value of Construction: $100,000.00 Fees Collected: $2,037.27 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 D07 -375 Printed: 03 -19 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied Signature: doc: IBC -10/06 City ®Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N Date: C lq,[12$ ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction • - • e • ormance of w ork. I am au 'gstiy- d to sign and obtain this development pe} mit. Permit Number: D07 -375 Issue Date: 03/19/2008 Permit Expires On: 09/15/2008 Date: Print Name: J'J/QCC //Y Z›/C_ 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. D07 - 375 Printed: 03 -19 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Parcel No.: 6364200010 Address: 657 SOUTECENTER MALL TUKW Suite No: Tenant: METROPARK Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -375 Status: ISSUED Applied Date: 09/26/2007 Issue Date: 03/19/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 14: 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. D07 -375 Printed: 03 -19 -2008 15: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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 nun) 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) 19: 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) 20: 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) 21: 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) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: 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) 27: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily 'visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 28: 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 doc: Cond -10/06 D07 -375 Printed: 03 -19 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us less than 0.375 inch (9.5 nun). 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) 29: 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) 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: 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) 32: 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) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 36: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 37: .An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: 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. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D07 -375 Printed: 03 -19 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** D07 -375 Printed: 03 -19 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10/06 Print Name: / 4 Date: D07 -375 Printed: 03 -19 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 90 , �3 1dvrld-cr P,rrr Tenant Name: At OM -017A - rte Site Address: Property Owners Name: Ll/ S L.o(L 1a Mailing Address: if of (A, Asi, j .,c ,3 ��� Sc // °'o o CONTACT PERSON Name: AAA - fl 1 14 -A /V 4R IV Mailing Address: / 3Z - p vST A v rz +F E -Mail Address: GENERAL CONT INFORMATION - (Mechanical Contractor information on back page) 4 To ae cb t Company Name: Mailing Address: Contact Person: E - Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: Company Name: q:ipermits pliubx changespermit application (7 -2004) Revised: 6-8 -05 bh bet) 13 b 4 t ( rA r ".d , ar l//', v�! J II /1 E -Mail Address: Poivs/ f c- nit Page 1 Building Permit No. )0 �� 5 Mechanical Permit No. Public Works Permit No. `` tt Project No. CD1 1 �1 rFor office use orth'i King Co Assessor's Tax No.: 26 2 3 64- t Suite Number: /JL S Floor: New Tenant:.... Yes ❑ .. No 14- c..- 90o2.f cit State 1 Zip Day Telephone: 3( 32$ 6? c'o ( (04) er6 pto-A .l .e- CA— 1 a r / City State Zip Fax Number: 31 3? 63 3 6 State City Day Telephone: Fax Number: `4 7V1 i ty State Zip Day Telephone: 9rt r �ZU Fax Number: g, r4 Z — 8 5.7-07 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Mailing Address: i1j pas p '- prk.,.. 1 • 3 00 4 b,L�'r ' fC 76o1 C ity state Contact Person: Ph", fit= MJ Day Telephone: g ¢/ J Zip Zip E -Mail Address: Fax Number: g (7 41137 — g �� BUILDING PERMIT .J ORA ON — 206 -431 -3670 Valuation of Project (contractor's bid price): S / O ° r v o o Existing Building Valuation: S Scope of Work (please provide detailed information): a l rA1 L T / •Fo 2 &f 3 JCr N f S t 5 �l `f rvir c"r i N 2 AA - O, p. t"- 'T i S P rt .6 Will there be new rack storage? .. Yes tJ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 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: PLANNING DIVISION: Lot Area (sq ft): Floor ar . of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows the r e principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: tandard: Will there be a change in use? ❑ .... Yes K. No If "yes ", explain: F!/►t S1f) r'o FIRE PROTECTION /HAZARDOUS MATERIALS: /ti i 0.. Sprinklers 0.. Automatic Fire Alarm 0.. None ..Other (specify) D PI- a -w..�j f Will there be storage or use of flammable, combustible or hazardous materials in hte building? 0.. Yes (KI.. No N �..f, o if "yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Steels. 4n� a ...94, (R rL) q 0pmnnu plwacc changes \pen ,t•pplIcehun (7-2004) Revised: 6-8-05 bh Page 2 Compact: Handicap: Existing Interior Remodel Addition to Existing Structure New Type of Con per IBC Type of Occupancy per IBC 1 Floor 2 TA-sk2 Z 043 at"' 2 g M 2' Floor 3' Floor Floors then Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT .J ORA ON — 206 -431 -3670 Valuation of Project (contractor's bid price): S / O ° r v o o Existing Building Valuation: S Scope of Work (please provide detailed information): a l rA1 L T / •Fo 2 &f 3 JCr N f S t 5 �l `f rvir c"r i N 2 AA - O, p. t"- 'T i S P rt .6 Will there be new rack storage? .. Yes tJ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 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: PLANNING DIVISION: Lot Area (sq ft): Floor ar . of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows the r e principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: tandard: Will there be a change in use? ❑ .... Yes K. No If "yes ", explain: F!/►t S1f) r'o FIRE PROTECTION /HAZARDOUS MATERIALS: /ti i 0.. Sprinklers 0.. Automatic Fire Alarm 0.. None ..Other (specify) D PI- a -w..�j f Will there be storage or use of flammable, combustible or hazardous materials in hte building? 0.. Yes (KI.. No N �..f, o if "yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Steels. 4n� a ...94, (R rL) q 0pmnnu plwacc changes \pen ,t•pplIcehun (7-2004) Revised: 6-8-05 bh Page 2 Compact: Handicap: Unit Type: Qty Unit Type: Qtv Unit Type: (jtv Boiler /Compressor: Qty Furnace IOHJK BTU , Air Handling Unit • 1(► iM'O CFM Fire Damper 14-3 HP [Wittig) BTU Furnace LOOK BTIJ EN aporator Cooler Diffuser 3 -t5 HP 51H) i)HHt BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP I.DOIt tto° BTIJ Suspended/Wall /Floor M ted Heater Ventilation System Wood Gas Stone 30 -50 HP 1.75 H$H) BTt I Appliance Vent Ho4x1 and Duct Water Heater 30+ HP 1.75n uou BTIJ Repair or Addition to Heat/Refrig/Cooling S\ stein Incinerator - Domestic Emergency Generator Air Handling Unit 10.000 CFM Incinerator ._ Comm Ind Other Mechanical Equipment MECHANICAL PERMIT INFORMATION 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: State Zip Cit Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES -- Applicable to all permits in this application 1 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. 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). 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 ! A HORIZEI• Es i Signature: wL� i " 1 Print Nam C' 1 Y LQ Mg Y` t 1� Mailing Address 2 7 RA3 ` U Q ' Su i tj Q H Date Application Expires: Date Application Accepted: y : 6pennits piusvcc changeFpennit application (7.2004) Revised 6.8 -05 bh Page 4 Date (0"1 r2`12 t Day Telep sto.92 . �13a0 t l rod-often CA- gc�Sd I City State Zip Staff Initials: 1 Doc: RECSETS -06 RECEIPT NO: R08 -00824 Initials: JEM Payment Date: 03/19/2008 User ID: 1165 Total Payment: 1,644.64 Payee: METROPARK USA, INC. SET TRANSACTIONS: Set Member Amount D07 -375 1,236.48 M07 -204 221.66 PG07 -299 186.50 TOTAL: 1,644.64 ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us BUILDING - NONRES MECHANICAL - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT SET ID: 0319 SET NAME: METROPARK TRANSACTION LIST: Type Method Description Amount Payment Check 33612 1,644.64 TOTAL: 1,644.64 Account Code Current Pmts 000/322.100 1,231.98 000/322.100 221.66 000/322.100 186.50 000/386.904 4.50 TOTAL: 1,644.64 Receipt No.: R07 -02105 Payee: EXPRESS PERMITS TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049023 Permit Number: DO7-375 Address: 633 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 09/26/2007 Applicant: METROPARK Issue Date: Initials: WER Payment Date: 09/26/2007 04:21 PM User ID: 1655 Balance: $1,236.48 Amount Payment Check 9847 800.79 Account Code Current Pmts 000/345.830 800.79 Total: $800.79 Payment Amount: $800.79 3288 0?/2 . ?710 TOTAL doc: Receiot -06 Printed: 09-26 -2007 Project: a �� no Type of Inspectio /-, n / "i Address: 65 7 //fa Date Called: Special Instructions: Date Wanted: / 412 �°�,m_ Requester: Phone No: /v 107 -375 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PEWIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: f'e-t1/4 res t . 1-co / 4 X - ;/' Inspector: Date: 7/240% ,p $58.0 NSPECTION FEE REQUIRED. Prior to inspection. fee must be paid 300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: ti COMMENTS: 'fin Type of Inspection: f ' vt < l ©- 1 St,k /514-r Address: 6s7 Date Called: ((riel, oi — Special Instructions: h.45t /i P /N.( f- Ard, - < 4- e<* 9F tr--J P. � in al e4th Requester: 7 1N5f411 / r(''c- Cli'pi it u 7Ca S; /<- o f Ls/lG6 t C!, f Q0. Project: ti 1 fr. +?.. /c Type of Inspection: f ' vt < l Address: 6s7 Date Called: Special Instructions: Date Wanted: 7 a.m. Requester: l./r5 (F -( c/ Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: 'Date: 7- t�r� J $60.00 EMSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: . Project: o �a,<< T ype of Inspection: �ta Z l P9 Date Called: Address: 66 7 M n 1 G ,f Special Instructions: - Date Wanted: 7/fit/ � a.m. p.m. Requester: Phone No: 90 9- 1 O s pproved per applicable codes. 'Inspecto INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. ri $60.00 REINSPECTION FEE R 'EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: 7/ o 9 COMMENTS: oh ( 'Receipt No.: 'Date: Project:,, errs) fari Type of Inspection: v .— i v Address: S� Old/ Date Called: Special Instructions: Date Wanted: / / (.*,' 3 %Te" p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit I 7- 375 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: rh tig I - 4 4, Gloas e /;,dize4:7, tks ir000ts asp/ 7 4- N /000/il-5 1..c%- /(5 G-kt I 4, tt4 // h Inspector: I Dat Ct a Y $6t .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: 11 I�eT/ o pa, K_ Type of Inspection: g"01/4/11 Address: 6S" 7 Net-, Date Called: / Special Instructions: Date Wanted: a.m. .7 Requester: Phone No 91 2 9'/ .1".3S" INSPECTION NO. INSPECTION RECORD Retain a copy with permit COMMENTS: HO i 4 o-2 AA/, C., wa etod liaie( /as (Inspector `Date: 57 4, 4 6 7 ,0 107— 375 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 IYI Approved per applicable codes. ® Corrections required prior to approval. n $6 4 ?EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: ,Date: Project: 1 Type of Inspection: Address: &c 7 44ifi/ Date Called: Special Instructions: Date Wanted: � a , 51304 � pm. Requester: Phone No: 9a 9 -2q/ CS/3s INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D -3 PERMIT NO. I 14 (206)431 -3670 EI Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p/A Ce/ /i h w sJes arect Inspector: Date: s O Q` El $60. ' J' INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Pro iect� ' l V 1 � -'r ^ 1 Type of Ins ~tYr p o (k) C-, F Address: 1 A( y 4 (.0c ,r ��^^ Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone N INSPE ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION /- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: /� , Gkf , 4 04 - »» rn Vern Inspector: 'Date: $58.1) - INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: b,w Pro 'OMETa c iL Type of Inspection: F2 Pv( N 6 Address: Date Called: Specual Instructions: Date Wanted: — 2_ ' ^ De a;m` P m. Requester: Phone N 9 05 l -s 3‹, INSPECTION NO. i INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p Fatter, Walk in 5 edeS &nC+ 1147e'iOr P tolA ecc re. p 4- (-es revla.._s Inspector: 'Date: $58.0 E FEE REQUIRED. Prior to inspection. fee must be paid a 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Project: mETR(..) - PA2e Type of Inspection: I W B : -. Address: (,5 7 sett{ kn. k)-'r T1/4/1 Date Called: _ Special Instructions: Date Wanted: (a.mi y -z v- ocv \.. ni Requester: Phone God - a9I - 5 B35 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 n Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: P 4. l J Per i -►7 • k ✓ /.�/i9 /1s -- 4J474 -/ . Inspec r: $ / Date: _ 2 v — 0 REINSPECTION FEE R UI ` ' . Prior to inspection. fee must be Id at 6300 Southcenter Blvd. S e 100. Call the schedule reinspection. eipt No.: INSPECTION RECORD Retain a copy with permit Date: Do'7 - 37� PERMIT NO. (206)431 -3670 Project: cTi?6/ Type of Inspection: 1 Address: h57 M4/I Date Called: Special Instructions: Date Wanted: 3 /�/ A `Parr Requester: Phone No: D9— 25/-5835 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. INSPECTION RECORD etain a copy with permit PERMIT NO. 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431-3670 El Corrections required prior to approval. COMMENTS: Pi /3' i ✓GcJp // — rri,v�c� ��� Dal z 1, n � Z� .00 REINSPECTION EE REQUIRD. Prior to inspection. fee must be aid at 6300 Southcenter Blvd.. Sui a 100. Call the schedule reinspection. Receipt No.: 'Date: Project_: 1 P4 Type Inspection: Address: 6 Date Called: Special Instructions: Date Wanted: Reques er: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION (206)431-3670 — 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 1)o73 PERMIT COMMENTS: ••••••••■7 Approved per applicable codes. El Corrections required prior to approval. .00 REINSPECTION F REQUIRE�. Prior to inspection, fee must be id at 6300 Southcenter lvd., Sui 100. Call the schedule reinspection. Receipt No.: 'Date: - ‘1) Project: PARK Type of Inspection: -r cc- � , !Jig L_ Fire Alarm: V Hood & Duct: ,Me Address: 6 —7 Suite #: - s , C . /ci 6-L2_, Contact Person: g�/ /li t - S w `) 0 la Special Instructions: P p op Phane TVo.: (7 o , - ((- 7 7 Needs Shift Inspection: Sprinklers: Y Fire Alarm: V Hood & Duct: Ai Monitor: C--AL4 RC); Pc tk J Pre -Fire: !t) Permits: /U Occupancy Type: /vt 206 -575 -4407 INSPECTION NUMBER 0I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 1 PERMIT NUMBERS NUMBERS ri Corrections required prior to approval. COMMENTS: :i (e 5 /1'h 0 5 -- otc_ Inspector: Date: 7// iq o Hrs.: I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: M2 20 1a K. Type of Inspectio : E de4S /+ yif N y Address: 6 S , pAtrt L Suite #: Contact Person: Special Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 -575 -4407 approved per applicable codes. INSPECTION RECORD Retain a copy with permit Do7- 375 PERMIT NUMBERS I I Corrections required prior to approval. COMMENTS: s Inspector: S / c/ Date: 7/ b / Hrs.: l n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: `Pt ' O K (til d(6- , , Project: M 2 , Type of Instio Address: 6 5- -? S. L, Contact Person: Suite #: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER VI -Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 p� -- 37.r �? _ ;-aoa - -QoV PERMIT NUMBERS 444 Andover Park East Tukwila Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. Inspector: 1,, .Date: '7/ i&(b. Hrs.: 'vil n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER VI -Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 p� -- 37.r �? _ ;-aoa - -QoV PERMIT NUMBERS 444 Andover Park East Tukwila Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. Inspector: 1,, .Date: '7/ i&(b. Hrs.: 'vil n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 3 INSPECTION NUMBER VI -Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 p� -- 37.r �? _ ;-aoa - -QoV PERMIT NUMBERS 444 Andover Park East Tukwila Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. Inspector: 1,, .Date: '7/ i&(b. Hrs.: 'vil n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project: M t p VA - Type of Inspection: iti .-- SP it t Address: ( S , C. MALL, LL, Suite #: Contact Person: 01 0 Monitor: i) Special Instructions: Phone No.: 4-7 - 7 -6 - z; Z c- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 'Do? - 3?-3." 00-5- 139 PERMIT NUMBERS kwila, Wa. 98188 206- 575 -4407 47J COMMENTS: 01( - - fU C i- ► 2,0 -- 0 Approved per applicable codes. n Corrections required priorto approval. Date: S, -7 . of Hrs.: Inspector: ,0 uJ a 15 12_ n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. FormF.P. 113 Parcel No.: 6364200010 Permit Number: D07 -375 Address: 657 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 09/26/2007 Applicant: METROPARK Issue Date: 03/19/2008 Receipt No.: R08 -01965 Initials: JEM User ID: 1165 Payee: BOB WARD TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 58.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 Payment Date: 06/05/2008 03:43 PM Balance: $0.00 3344 06 /06 9711 TOTAL 58.00 doc: Receiot -06 Printed: 06 -05 -2008 v Kraza 1 & ASSOCIATES, INC. June 13, 2008 Mr. Keith Schultz Timberwolff Construction, Inc. 1659 West Arrow Route Upland, CA 91786 RE: In Process Inspection Report Metro Park Tukwila, WA Dear Mr. Schultz, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RECEIVED JUN 3020081 :1MUNIIY UEVELOPOQENT KA No. 066 - 08112 Permit No. B07 -375 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08112 Break Template Pro}act4lo. 066 -08112 Weather Clear & Sunny Project Metro Park Location 657 Southcenter Mall Tukwila Client Timberwolff Construction, Inc. Inspector Steve Taylor Sr. Laboratory Data Cyl. Code 80643 Pour Date 5/15/2008 Report No. 20300 Jurisdiction City of Tukwila Engineer Architect Contractor Timberwolf Construction Field Data Concrete X Other Supplier Corliss CYLINDER REPORT Plant No. 2 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:29pm 146 39224 5 70 72 Placement Area Location Cash wrap station, fitting rooms & bathrooms, plumbing & electrical conduit pourbacks. Remarks Concrete placement complete per approved plans & specifications. Please refer to field report #80369. Permit No. B07 -375 Design Strength 3,000 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. NA Cem. lbs. 515000 F. Ash lbs. NA C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80643 -1 5/22/2008 7 4.007 12.58 40400 3,210 1 SS 80643 -2 6/12/2008 28 4.018 12.67 56080 4,430 1 SS 80643 -3 6/12/2008 28 4.018 12.67 55190 4,360 1 SS 80643 -4 H 80643 -5 80643 -6 80643 -7 80643 -7 Remarks Results Reviewed By WEre, Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Fomi 03101 Revision 3 Effective Date 912/04 The Information provided on this report Is prepared for the occlusive use of the dent. This report may not be reproduced In any format without the mitten pem4ssbn of the dent and Krazar & Assoch & ASSOCIATES, INC. 7rCEIVED May 27, 2008 1 }in 02 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Keith Schultz Timberwolff Construction, Inc. 1659 West Arrow Route Upland, CA 91786 RE: Special Inspection Metro Park Tukwila, WA Dear Mr. Schultz, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 15, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States KA No. 066 -08112 Permit No. D07 -375 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 °KI1_ DFR Fnnnlaie• aZarZ & Associates, Inc. GEOTECHNICAL ENGINEERING • EN'ilPONMENTAL ENGNEERING CONSTR„CT!ON TESTING AND INSPECT'CN DATE: -- // S' /o 4' PROJECT #: 066 - 0'6/0 PROJECT: /lr ✓G Act, /G. LOCATION: 1�u KRAZAN PROJECT MANAGER: / er& Girl 5/if f}S ,iZ/ < ✓r,.e STf'i7 "Ix �GtiTY�c7C' Tai d���f��C 4 5;6-efz. �S F2i /7c4 J3c1/ /Tc4-.■ /6 / c2 rear r' C ky 4C4A. G . C_ c J . 7 � c.,-771cze7 %1 /S P// 9% . i¢// /,1 02 ie har ,e Fcizs / S # 12P r S'Tf ,/J /e s 4 Vie u Fee ere,e c Qi 22GTic -t S . C te of my Kr.cw edg e rre aC Superintendent /Representative: 0011; 0 :r .11 !hi, Technician: Serving the Western United States CONTRACTOR: /,(j �£C:/,2. JURISDICTION: ei F Tlc.ecuii/n PERMIT #: Po -3 ? S INSPECTOR: #11ws 1.% WEATHER: S u�rH Y FIELD REPORT NO: TEMP: 77c F 2 4/" 9 to // FI Equipment/Asset Number(s): 4 NOT performed In accordance -NOD: : the ❑CCroved Oars. spec :f cc Cr s. regL;rer"'e!r s. r < ^1 Ir •sr :lc;i c .:,e 1 :.l 0. "'1 .ur. 11 e. ^,r!.. .._ .r , 011:11 v,I0'rt 11 and !Cr : ;t.n :Y \ aZa.Z & Associates, Inc. DATE: 4 /ls/ vff PROJECT #:_ -oe PROJECT: LOCATION: KRAZAN PROJECT MANAGER: TO the Lest Of my Xro 'i'edg re 000\ Superintendent /Representative: GEOTECHNICAL ENGINEERING • EN PRONN'EN'AL ENC NEEER'.NG CONSTR;;CTION TESTING AND INSrECT 1,11 prt,Vid,d , oe JURISDICTION: PERMIT #: e,j2• -J'jl INSPECTOR: WEATHER: Technician Serving the Western United , tates r FIELD REPORT NO: CONTRACTOR: ,epY4fr v. _4, � ' / / 1 ` a .4 /1 i► ` • i I ��r� i : Gam , ice i � i' a CI /I7AD ''L ei ope O h /m oz. t- creL 543fr" PO.t, elee i' ev __ 7 610 .6 EquipmentiAsset Number(s): AS NOT performed r coocrdarce N'fh the approved Oars, speaf :G'icrs. ord regUIGTO ^✓ requireme /4/ TEMP:72 ° A - ` RECEIVED Kraza & ASSOCIATES, INC. 41_9_2 2008 May 27, 2008 KA No. 066 -08112 Permit No. B07 -375 Mr. Keith Schultz Timberwolff Construction, Inc. 1659 West Arrow Route Upland, CA 91786 RE: In Process Inspection Report Metro Park Tukwila, WA Dear Mr. Schultz, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & A SOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION COMMUNITY DEVELOPMENT Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 a (253) 939 -2500 • Fax: (253) 939 -2556 08112 (freak Templa :e Project No. 066 -08112 Cyl. Code 80643 Pour Date 5/15/2008 Report No. 20300 Weather Clear & Sunny Jurisdiction City of Tukwila Project Metro Park Location 657 Southcenter Mall Tukwila Client Timberwolff Construction, Inc. .r,e1 . 1,10510 ■4,11 ,MO..r - ::, .-._s>•111DIC 72,01 mar.. : - a,sw .., -s - _I .:- n.- ,w.m:. >M11163C ,. field Data Concrete X Other Supplier Corliss CYLINDER REPOT Plant No. 2 Engineer Architect Contractor Timberwolf Construction Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:29pm 146 39224 5 70 72 Placement Area Location Cash wrap station, fitting rooms & bathrooms, plumbing & electrical conduit pourbacks. Remarks Concrete placement complete per approved plans & specifications. Please refer to field report #80369. Inspector Steve Taylor Sr. Laboratory Data Codes for Break Types: Measurement Uncertainties: ASTM C - 39 +1 8% Permit No. B07 -375 Reported Batch Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80643 -1 5/22/2008 7 4.007 12.58 40400 3,210 1 SS 80643 -2 6/12/2008 28 1 80643 -3 6/12/2008 28 1 80643 -4 H 80643 -5 80643 -6 80643 -7 80643 -7 Remarks Results Reviewed By f Date Reviewed ' 1: Cone 2: Cone & Split Design Actual Weights Weights Mix No. NA Cem. lbs. 515000 F. Ash lbs. NA C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job gals.) 10 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 3 Effective Date 5/12'00 The information provided on this report is prepared for she exclus;ve use of the dent. This report may ,:ct be reproduced '' in any format without 31e written permission of tho client and Krazan & Assoc': Test Results Conforming Non- Confc.rr, :1- ? Project Info Project Address Metropark- Southcenter Mall Date 5/15/2008 633 Southcenter Pkwy -Space #1525 For Building Department Use Tukwila, WA 98188 Applicant Name: Don Penn Consulting Engineer Applicant Address: 635 Westport Parkway, Ste 300. Grapevine, TX 76051 AppllcantPhone: 817- 410 -2858 Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms -- REV I ED FOR CODE COMPLIANC APPROVED JUN -5 2008 2006 Washington State Nonresidential Energy Code Compliance Form I EXPIREW 9,, a ?nnq FILE C PI( Permit Noe RECENED CITY OF TUKWILA MAY 22 20 PERMIT CENTER 01 Revised July 2007 REV . Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area 1st Floor Sales Area 1.50 2401.0 3601.5 1st Floor Stock room 0.50 329.0 164.5 1st Floor Toilet /Corridor 0.80 113.0 90.4 1st Floor Display 1.50 2500.0 3750.0 " From Table 15-1 (over) - document all exceptions on form LTG-LPA Total Allowed Watts 7606.4 v Location (floor /room no.) v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Display A- Downlight 1 45.0 45.0 Display s- Downlight 10 70.0 700.0 Display C -Track heads - Current limiters installed 1 1920.0 1920.0 Sales D -Track heads - Current limiters installed 1 1920.0 1920.0 Sales E- Downlight 10 70.0 700.0 Sales F- Flour. Strip 4 32.0 128.0 Sales H- Flour. Track 8 45.0 360.0 Sales I- Downlight 13 42.0 546.0 Sales IEr(- Downlight Emergency Exempt 42.0 Sales J- Downlight 3 50.0 150.0 Sales X-Flour. Strip 2 28.0 56.0 Stock /toilet M- Flour. Strip 4 64.0 256.0 Sales M- Pendant 5 50.0 250.0 Sales 0-Pendant 3 100.0 300.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7331.0 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT Revised July 2007 Project Info Project Address Metropark- Southcenter Mall 633 Southcenter Pkwy -Space (1525 Tukwila, NA 98188 Applicant Name: Don Penn Consulting Engineer Applicant Address: 635 Westport Parkway, Ste 300. Grapevine, TX 76051 Applicant Phone: 817- 410 -285e Date 5/15/2008 For Building Department Use Project Description ❑ New Building ❑ Addition 12 Alteration El Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option O Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Provosed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 5 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments', restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference/exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other I 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: ( 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Footnotes for Table 15-1 1) In cases In which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified In the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three- quarter-height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. __ Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) For Building Department Use Tukwila, WA 98188 Name: Don Penn Consulting Engineer Appl. Name 635 Westport Parkway, Ste 300. Grapevine, TX 76051 AppI. Phone 817 -410 -2858 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. !Compliance Option 0 Lighting Power Allowance 0 Systems Analysis I Building Grounds (luminaires > 100 Watts) ❑ Efficacy> 60 Iumens/W ❑ Controlled by motion Sensor Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) For Building Department Use Tukwila, WA 98188 Name: Don Penn Consulting Engineer Appl. Name 635 Westport Parkway, Ste 300. Grapevine, TX 76051 AppI. Phone 817 -410 -2858 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. !Compliance Option 0 Lighting Power Allowance 0 Systems Analysis I Building Grounds (luminaires > 100 Watts) ❑ Efficacy> 60 Iumens/W ❑ Controlled by motion Sensor Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed For Building Department Use Tukwila, WA 98188 Name: Don Penn Consulting Engineer Appl. Name 635 Westport Parkway, Ste 300. Grapevine, TX 76051 AppI. Phone 817 -410 -2858 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. !Compliance Option 0 Lighting Power Allowance 0 Systems Analysis I Building Grounds (luminaires > 100 Watts) ❑ Efficacy> 60 Iumens/W ❑ Controlled by motion Sensor Location Fixture Description Number of Fixtures Watts/ . Fixture Watts Proposed For Building Department Use Tukwila, WA 98188 Name: Don Penn Consulting Engineer Appl. Name 635 Westport Parkway, Ste 300. Grapevine, TX 76051 AppI. Phone 817 -410 -2858 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. !Compliance Option 0 Lighting Power Allowance 0 Systems Analysis I Building Grounds (luminaires > 100 Watts) ❑ Efficacy> 60 Iumens/W ❑ Controlled by motion Sensor Project Info Proj Addres: Metropark- southcenter Mall Date 5/15/2008 633 Southcenter Pkwy -Space *1525 For Building Department Use Tukwila, WA 98188 Name: Don Penn Consulting Engineer Appl. Name 635 Westport Parkway, Ste 300. Grapevine, TX 76051 AppI. Phone 817 -410 -2858 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. !Compliance Option 0 Lighting Power Allowance 0 Systems Analysis I Building Grounds (luminaires > 100 Watts) ❑ Efficacy> 60 Iumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ I P44 than Rn% of the fixhtres new installed wattage not increased t4 snare use not changed Washin State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT Li Watta dable Pro Li Watta Total Proposed Watts may not exceed Total Allowed Watts for Exterior n- Tradable Maximum Allowed Li Watta Tradable Pro Lighting Watta Proposed Watts may not exceed Allowed Watts for Category otal Allowed Wa Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. o Propos Wa Revised July 2007 Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 0.15 W/ft Building Grounds Walkways less than 10 feet wide 1.0 W/linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W/ft Stairways 1.0 W/ft Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W/ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/ft Street frontage for vehicle sales lots in addition to `open area" allowance 20 W/linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W/ft for each illuminated wall or surface or 5.0W/linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W/ft f uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/& of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Fonns 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA Project Address IMetropark- Southcenter Mall 'Date 5/15/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG-SUM. Adjusted Lighting Power Allowances (Interior) ** From Table 15-1 based on exceptions listed in footnotes Revised July 2007 Location (floor /room no.) Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 Lighting, 2006 Washington State Motor, and Transformer Permit Plans Checklist LTG -CHK Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Metropark- Southceater Mall 'Date 5/15/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E2 yes 1513.2 Area controls Maximum limit per switch E3 n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations a.a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans ye s 1513.4 Display /exhib /special Indicate separate controls E3 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location E3 n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations I yes .1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans n. a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning 1E3 EXIT SIGNS (Section 1514) I 1514 'Max. watts 'Indicate watts for each exit sign I I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, 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 TRANSFORMERS (Section 1540) yes I 1540 'Transformers 'Indicate size and efficiency 1E3 I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of tuming off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100.000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer Tight fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of tuming off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously Illuminated (e.g., 24 -hour convenience stores), or 2006 Washin ton State Nonresidential Ene • Code Com•liance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically tuming off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. . Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class 1 Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). Project Info Project Address Metropark- Southcenter tall Date 5/15/2008 633 Southcenter Pkwy -Space 91525 For Building Department Use Tukwila, WA 98188 Applicant Name: non Penn Consulting Engineer Applicant Address: 635 Westport Parkway, Ste 300. Grapevine, TX 76051 Applicant Phone: 817 -410 -2858 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM Revised July 2007 Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SP' HP/BHP Flow Control Location of Service Location VAV -1 TITUS ATQS -16 65914 3325 Applicant Address: 10.00 9.90 Sales 817- 410 -2858 • Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER : or EER IPLV Location VAV -1 TITUS ATQS -16 65914 3325 Applicant Address: 10.00 9.90 Sales 817- 410 -2858 • Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency` Tukwila, MA 98188 Applicant Name: non Penn Consulting Engineer Applicant Address: 635 Westport Parkway, Ste 300. Grapevine, TX 7605] Applicant Phone: 817- 410 -2858 Project Info Project Address Metropark- Southcenter Mall Date 5/15/2008 633 Southcenter Pkwy -Space 81525 For Building Dept. Use Tukwila, MA 98188 Applicant Name: non Penn Consulting Engineer Applicant Address: 635 Westport Parkway, Ste 300. Grapevine, TX 7605] Applicant Phone: 817- 410 -2858 Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Indudes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Include documentation requiring compliance with commissioning requirements, Section 1416. 'if available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. 2006 Washington State Nonresidential Energy Code Compliance Form Simple System Allowed (section 1420) otal Ca . wo economize <240,000 Btuh r 10 %? Heating Only Yes — Yes* ( Reference Section 1421 - -► Heating /Cooling or Cooling Only Yes Yes • ( Reference S ection 1423 Yes Yes Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Fan Equipment Schedule Equip. ID Brand Name Model No. CFM SPt HP/BHP Flow Control Location of Service Location Cooling Equipment Schedule Equip. Brand Name Model No.1 Capacity2 Btu/h Total CFM. OSA CFM or Econo? SEER or EER IPLV Location Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Project Info Project Address xetropark- Southcenter Mall Date 5/15/2008 633 Southcenter Pkwy -Space #1525 For Building Dept. Use Tukwila, WA 98188 Applicant Name: Don Penn Consulting Engineer Applicant Address: 635 Westport Parkway, Ste 300. Grapevine, TX 76051 Applicant Phone: 817 - 410 -2858 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Indudes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. tlf available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heatin g Only: y ❑ <5000 cfm? o ❑ <70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Simple System Allowed (section 1420) otal Ca . wo economize <240,000 Btuh r 10 %? Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form CSect 1421 Reference Heating /Cooling or Cooling Only Yes (Sect 1423 Reference Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Fonns Revised July 2007 Project Address Metropark- Southcenter Mall 'Date 5/15/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans n.a. 1412.2 Deadband control Indicate 5 degree deadband minimum n.a. 1412.3 Humidity control Indicate humidistat n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types n.a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage n.a. 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control . yes 1412,7 Balancing Indicate balancing features on plans M1 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans n.a. 1423 Economizers Equipment schedule 1413 Air economizers n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling M1 n.a. 1413.4 Humidification indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M1 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M1 yes 1415.1 Piping insulation Indicate R -value of insulation on piping M1 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan M2 yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M1 yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training M1 yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 141 n.a. 1434 Separate air sys. Indicate separate systems on plans ' yes Mechanical Completed and attached. Equipment schedule with types, 'Sum Form 'input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yes 1441 Elec. water heater Indicate R -10 Insulation under tank M yes 1442 Shut -off controls Indicate automatic shut -off M yes 1443 Pipe Insulation Indicate R -value of insulation on piping M n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air fumaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (110), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable altemative to a flue damper for fumaces where combustion air is drawn from the conditioned space. All fumaces with input ratings > 225,000 Btu /h (65 kW), Including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used In combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo Ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements.where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: if a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time fora power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable In exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak Toad calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception Is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling Toad. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam Injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which Is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be Isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air fumaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (110), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable altemative to a flue damper for fumaces where combustion air is drawn from the conditioned space. All fumaces with input ratings > 225,000 Btu /h (65 kW), Including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used In combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo Ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements.where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: if a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time fora power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable In exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak Toad calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception Is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling Toad. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam Injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which Is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be Isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying uuuutb 111 UM 111bl Sluly Gtlu 11:1111:11b I) IUW ultl 11Ibt ifluly us Uu11u11.y " °"• •"••" °•" " °••° °" _ ._...� _..- _._,._ ,. three or more stories in hego06 Washington State Nonresidential Eher§9"Gvig obittglimer or 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED Indicators). 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, Including but not limited to, dampers, temperature and pressure test connections and balancing valves. 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) 2,U LonoS C_LG DL: Iv,UP5F L - I - II a. 4 ('5F o : ID. °P 3, v STD ttE_ FfLer,1,7 3.1 = -,ur - slunc I 1a 3 o L. U5V DL.: 10.095r rrnt,� S.v PS. 2.Z SOFFIT = 7.0 o ('S✓ =x Lt.7s PF 5 Prba = ZC3 5 27 ?. s 1171-0 < D01 - 37S' C REVIEWED FOR �p�� MP� NC VED FEB 2 0 2008 BUILDING 011/ISION ity Of Tukwila NUrt.: Arr STOUFrtcofi LsE DIAGcNA L. f3fA X. e cx) / S - b Sc ng:,. ,s F? F.A. • 2.; I Ooo,ci_p z S 67-C2,0 171.f5 1. , , (3U W5P Gt!L/J U5 '3 x 206A. Mr LSE POWT' Din /Fri Ih's c p5 3 CIE 2 6C -11 .1S'i q. 16 �a FILE COPY 7120 i REGISTERED ARCHITECT DEEPAR R. VORA STATE OF WASHINGTON INCOMPLETE LTA# F•: 10,0N, C S r1G/21-.(Z.0 ,y SI, i 173 W. S,o P'J 4'= Zo PcF Cr-7S IT .< 2o CORRECTION JAN 1 8 2008 COLUJ .sru 1 Bac LC) U ANJ 2 - 3 75 ;.:20 01-1 S .3 Qzc re : r5-lt CU. 6i, < 256 r 0 r usE. i'1&/\ Ft. 7 Or Bo.< rt WEAVEit5 C44.4.5 ThrE.- ALt<4 LliA9 7 1;401,L- S_C" Si GNi o -pf: r E - 3 16 P: =2,61 .005 1_0 = C50 tm) Y oPri; his Pff.crIcAA USE 2, Is/5"„1511, " El nvvvv,) E L . Fc24, 50 ?PT cf.c_L.6 zoas PALL 2 COO 17 I /s 4,441) REGISTERED1 7120 P4144r."- DEEPAR R. VORA STATE OF WASHINOTONI -• e::: ,- '4,x- r Y>.. ._fia IA dilj tSp h In 1 r 5 I >•�. t o c 4 - =... • .:Va.. ",. . * ? *- Y. • z of 4003137 flails) } µ i x a E ch p3 t +3 4 -•i ,54 �t _ -.. ,hie-....:Y••..n'. " - °s 3 A 4 h to c., .., K- ' • - r k� s ".at eratad . s; r s r4d0 +l t F ' 16 y ` 3;�61.�n + 33 ?s +#3 � "[X - , k'4 s,� t sue" y " F ;c- tS` a��atG ' 3 Z, - .s •' . 'c .�..Js�s 2(T sF"`w e x' n tt% . " - " 4005200- inils�F > i X3503162 {mike - - A Z ka' .' C^'t � *n? -�' ? y ? 'c �j4dS51t r ! �r2 Y' 4 v I , � 1 �3316] ] E srQ k5/ : ?54 ,`L39 �... 43 � � x 3 J`Y �c68 T 8 12 ...x 1.79 .. 2.49 - - 3.77 . 5.08 . _z- -- _ 222 3.05 _. ..:: F. a 4.73 625 r T 2.63 , _ _ . 3.76 ..._ 5.92 �': 7.72 " .-� . 2.53 v 3.49 5.74 7.58 16 1.79 2.49 3.77 5.08 2.22 3.05 4.73 625 2.63 3.76 5.92 7.72 2.53 3.49 5.74' 7.58 24 1.79 2.49 3.77 5.08 222 3.05 4.73 625 2.63 3.76 5.92 7.72 2.53 3.49 5.74 7.58 9 12 1 75 2 "43 ,,;',3.55 4 90 217 :` 2 97 .; 4 54t x16 00 257 3 5 65 : 730 2 51 3 47 '5 67 .7 .58 . :116 7 :7 65.' 4 90 . 2.17 ,2.97 454 } & 00 : 27 365 5 65 * 736 2 51 = 3 47 567 7.58, 24 1. 75 2:43 3 65 ` 4 90; f. 217 ;' 297 , ;;454 :, 600..2:57 `;:3:65 5 65' 736 ;.'. 2 51 .' 3 47 5.67 ° ° 7.58' 10 12 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 16 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 24 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 12 12 159 2 2i'. 313' . 4 06 1 93 2 65 z 8 8 492 2 3] 3 2t` d 66 -. 399 240 332 522 7.13 16 ,1.59 221. . 313' 40B 193 =255 380 492 231 32r 466.: 599 240. 3.32 ;532 -713 • 24 x1.135' :2:1.7 ? 3. DB:'i 1 74'1•,_ 2 65 + .:: =;3 80 .,,. 1 :92 4 2: : 92 ' 4 6 5.99: . 240 •.' 322 .`..:5.32 7 :13 14 12 1.39' 2.00 2.70 3.43 1.73 2.38 3.22 4.07 2.10 2.87 3.91 4.93 2.29 3.18 4.96 6.64 16 1.24 1.97 2.70 3.43 1.57 8 2.38 3.22 4.07 1.96' 2.87 3.91 4.93 2.29 3.18 4.96 6.64 24 0.98 1.69 6 '-1.70 2.70 ' 3 A3 ' 1.28 6 2.12 ' '.08 322 4.07 1.63 6 2.59' 3.91 4.93 2.22 3.18 4.96 6.64 16 12 1:08 ° ° 2 30 ; , 2 + 21 35 , =2.72 3 36 1 69 ' 2.51" 3 27 ? 4 05' : 2 15 ' '2 4 51 ::6.02 '. f 6 0.92' 1:54 ' 2 30, 2 5 1 19 ° - i 90 ° 2 72' 3 36 1 50' 2 32' 327 ' 4 05 214 2.98 z4 51 =6:02 24 `OfiS '124: 2 2;1$`? 2:85`6" 0,89 3 �%158' , :?2544. , -336 1: 1 5 3 . 4:9df° 3.13 °r 405 " 183 . 292 ' " 451. 'x6 :D2 `- 20 ! LS j . f "='v'YLf ray .r^F � �, j �� i b ��n�ea 1 .1.T , _. =7>* ...�- :s:t -. T't -... .: �r ..J kt ac.•. ?� i'au a,S - �.. ._ff'iIc_ ..0 ..CA3t .. ,.r` u.: 6�.".'. . Combined Loading Allowable Axial Load Table Notes c/ 1. Allowable Toads based on weak axis and torsional bracing at 48° o.c. maximum for axial load calculation and continuous support of each flange for flexural calculation. 2. Lateral and axial Toad multiplied by 0.75 for strength determination per AISI A5.1.3. 3. Check lateral end reactions for web crippling. 4. Allowable axial load in kips /stud (1 kip = 1000 Ibs). 14 12 1.33° 1.94 16 1.18° 1.84° 24 0.91 ' 1.56 ° 1 Deflection exceeds 1)120 2 Deflection exceeds 1)240 3 Deflection exceeds U360 4.0 120 REGISTERED ARCHITECT • DEEPAR R. VORA STATE OF WASHINGTON Strom T k5�"'�' M '.t r^ ?�.- .s ,. +vim:+ - ,Y,_ ..r:'A:L.._ tn:£U:.:... .F++'. _y:dx;.%. . n: �:p` "- .. , x ... , - .. . _ _i 5::_ r.- c. rc•�t'JS'l,.a .;r. r.. -- Fs�:'s:tj�;' hc - t- .F^ ,_ n °d3505TS2q Y 2.54 2.54 2.54 4.09 4.09 4.09 3:83 2.40 2.40' 1.68 2.32 1.68 2.32 1.68 2.32 1.14" 1.73' 1.00 1.61 0.75' 1.34 3.42 4.42 3.42 4.42 3.42 4.42 2.19 2.73 2.19 2.73 2.15' 2.73' r2 D1. 1.93 1.93 1.92 2.08 2.85 4.27 2.08 2.85 4.27 2.08 2.85 427 1.43' 2.06 128 1.99' 1.00' 1.70 2.61 3.23 2.61 323 2.58 ° 3.23' 2.15 2.49 3.50 5.34 6.76 2.49 3.50 5.34 6.76 2.49 3.50, 5,34 6.76 241 337 ' 502 '.`'632 2 41 337 502 .622 2 41 !' 337 5 2.32 322 4.68 5.85 2.32 322 4.68 5.85 2.32 3.22 4.68 5.85 1.79 2.50 3.17 3.92 1.61 a 2.43 3.17 3.92 1.29 ° 2.09 ° 3.17 ° 3.92 6 Deflection exceeds U600 7 Deflection exceeds U720 - If not noted, deflection is less than L/720 0.85 .:..1:.49` 1 DEEPAR R. VORA STATE OF WASHINGTON Header Load Table Notes 617 1. Deflection limit is 0360. 2. Allowable loads have not been modified for wind or earthquake loading. 3. Headers are made from two "boxed" or back to back members. 4. Allowable moment, shear and web crippling are based on twice the capacity of a single member. The momen inertia is based on twice the value of the single member. 5. Bearing length for web crippling = 1" minimum. 6. Values are for unpunched members. 7. Members are assumed adequately braced for bending. 8. Allowable loads are for simply supported with uniform bending loads only. I Boxed Header `e" Web stiffeners required at each support Header Allowable Uniform Loads (lb /ft) Back -to -Back Header ft„ 9 sry!.S�ff1f01�-�`h��k. 5 5503162 -33 33 i � ;5 50 16x; x 5 oS162 4 33 7.55 05162;54 , ? >a 50 +j .7: 55031 68 -5 > 2, 33 `` 5l 5 :'. '� 600S137 -33 600S162 -33 6003200 -33 600S182._.. OOS20D�3; 50`.S25o43Y.. 6005137 -54 600S162 -54 600S200-54 6005250 -54 1.560081 .'6005782 008 -s 6003250.54 r 6008137 -68 600S162-68 6006200 -68 600S250 -68 d0S197.68 °600$20058; - . 460.15S2-560.T. 600S137 -97 600S162-97 6005200 -97 600S250 -97 i60DSt37 =97 6003162-:97 5008200-97_,._ �600S250 -9T; 33 33 33 33 33 33 33 33 33 33 33 33 33 41 ,R�At ... 1012 e 1128 e 1283 e 1221 e 1282 e 1428 e 1622 e 1604 e a oo , >a: 1839e 2045 e 2319 e 2602 e 893 a 670 a 536 a 374 a 210 a 127 a 73 e . . , _1 81. e.t,. s; r1232;e„ 189 a ;t-, _ t_ 547,.e , 8.x.308 : , xs .v164 a .. _.. ;,:, 9 5 2779 a "' ' 643 eixi ` a 49 X a 311 e ' 9 694 a 10.e 390 a 203 117 7 . „ - ., . 203 , 1 . : . r r 3 514e 1976 o f 1265 a 878 a 488 a 250 1 a4 , ":.5176 e f '1 2911 i PS '1.863'e ' 115 e- ; <468` 2 50', : : : 4 - - r .,,., a.;.:.:: -_.�. -«v_w _ n;- _: e. -. ,,,,,, .-.:_ - .1 489 a 373 e ry - 209 e 489e 408e 237e 489 e 408 a 254 e 890 e 992 e 1126 e 1114 e 395 e 440 e 501 e 477 e 501 e 558 e 633 e 626 e 816 e ; 816 e 816 e 2812 e 3135e 3566 e i 3392 e 3562 e 3968 e 4505 e 4456 e 5108 e 5685 e . 6443 e , 7229 e 612 e 612 e 612 e 1581e 1763 e 2006 e 1908 e 2004 e 2232 e 2534 e 2506 e x e 2873 e 3197 e 3624 e 4066 e 220 250 e 290 e 305 e azee 270 308 358 e 401 e i' 366 419 490 567 134 e 152 e 162 e 80 e 90e 104 e : 127 144 167 193 e 156 178 207 239 211 242 283 328 *,'2559 a �. t40Qe ': 567 37 • 38 Header Allowable Uniform Loads (Ib/ft) 10005162-68 10005200-68 1000S250-68 .1000 4 41066it 1000S162-97 10005200-97 10005250-97 •."'"T'l-kif"41V. rki ';;f1 4*iff 121 e 138 e 148 e 2i1 e f 258 e ' ' 331 e 313 e 574e 332 489e 318e 538e 358 e 603e 411 e 590e 409 e 434 491 566 e 646 e • 1000S162-43 33 1000S200-43 33 10005250-43 33 .0005162:- 0005200454' 1000S25 54 - 33 10005162-54 50 10005200-54 50 10005250-54 50 lOobsi -68 00is2s045 1200S162-54 50 1200S200-54 50 1200S250-54 50 1200S162.'i )'t Obt 1265S250-63'F. 12005162-68 50 12005200-68 50 12005250-68 50 1200S1 6-97 120 0550 1 07.;;;;3i , ,i 1 200S162-97 50 12005200-97 50 12005250-97 50 "e" Web stiffeners required at each support See page 37 for Header Load Table Notes 10418e 10418 e 10418 e 7614e 7814 e 7814 e 41;:•.:7;1EN.1 MY, 4 P..t:f,'71'3.:E41 2126 e 2126 e 2126e 8251 e 6251 e 6251 e 363e 303e 227e 363e 303e 227e 363e 303e 2V e . 67 .... 2 0 .- i : ;4;U 425 .. ,. '''''''' :. -,- 1541 e 1604 e 1604 e 1604 e 1959 e 2155 e 2415 e 236R . e • 2831 e 3107 e 3473 e . 3843 e rz: e; 1070 e 1178 e 1324 e 1252 e 1360 e 1496 e 1677 e 1639 e 602e 663 e 744 e 704 e 755e 841 e 943 e 1966e 1106e 2158e 1214 e 2411e 1356 e 2668e 1501 e 1274e 1062e 796 e 1274e 1062e 796 e 1274e 10620 796 567 e - TUFf2 - 6615elf . 2139 e , 157 e ?.- 2567e - 2139e 1537 e 2567e 2139e 1604 e 2567e 2139e 1604 e 1 1 .0 7 r 6420e 4458e 2507e 7115e 4941e 2779e 7500e 5208e 2929 e . . . 1056 e 880e 660e 1056e 580e 650e 1056e 850 e 660e 9- 1771e 1771 e 1771 e 1328 e 1328 e 1328 e 5209 e 3321 e 5209e 3643e 5209e 3815 e DERNg STATE OF passuGTon • 174 e 181 e 181 e 385.e 424 B 476 e 451 e 707 e 777 e 868 e 960 7/7 - ;:th4eft `4:• • ' " • 534e 400e 534e 400e 534e 400 e 320e 258 e 320-4 267 e 320 e 267 e 647 637e 474e 637e 500 e 637e 520 e 5200.'•:" 954e 623 e 1095e 707e 1065e 740e 54:6 ;•.„ 858 e 978 e 1104 e 1483 e 1690 e 1875e • • "-V... _ A427;e:1' 528 e 440e 526e 440 e 528e 440 4 1063e 818 1063e 885 e 1063 e 872 e 2125 e 2331 e 2442 e 1354 e 1538 e 1695 e Project Info Project Address Metropark- Southcenter Mall Date 1/16/2008 633 Southcenter Pkwy -Space 01525 For Building Department Use Tukwila, WA 98188 Applicant Name: Don Penn Consulting Engineer Applicant Address: 635 Westport Parkway, Ste 300. Grapevine, TX 76051 Applicant Phone: 817-410-2858 2006 Washington State Nonresidential Energy Code Compliance Form Project .Summary 2006 Washington State Nonresidential Energy Code Compliance Forms fe �. COP' per mittslOs CORRECTION LTR# INCOMPLETE EXPIRES DEC 2 0 2009 Uo'►- 3 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 0 200 C r Of Tukwila BUIL1II aI \aSIOr' Revised July 2007 JAN 18 2008 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Display A- Downlight 1 45.0 45.0 Display a- Downlight 10 70.0 700.0 Display C -Track heads- Current limiters installed 1 1920.0 1920.0 Sales D -Track heads - Current limiters installed 1 1920.0 1920.0 Sales E- Downlight 10 70.0 700.0 Sales F- Flour. Strip 4 32.0 128.0 Bales H Flour. Track 8 45.0 360.0 Sales I- Downlight 13 42.0 546.0 Sales IE(- Downlight Emergency Exempt 42.0 Sales J-Downligbt 3 50.0 150.0 Sales X- Flour. Strip 2 28.0 56.0 Stock /toilet M- Flour. Strip 4 64.0 256.0 Sales N- Pendant 5 50.0 250.0 Sales 0- Pendant 3 100.0 300.0 Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area In ft Allowed x Area 1st Floor Sales Area 1.50 2401.0 3601.5 let Floor Stock room 0.50 329.0 164.5 1st Floor Toilet /Corridor 0.80 113.0 90.4 let Floor Display 1.50 2500.0 3750.0 Project Info Project Address Mstropark- 8outhcenter Mall Date 1/16/2008 633 8outhcenter Pkwy -Space 41525 For Building Department Use Tukwila, WA 98188 Applicant Name: Don Penn Consulting Engineer ApplicantAddress: 635 Westport Parkway, Ste 300. Grapevine, TX 76051 Applicant Phone: 817 - 410 -2858 Project Description • New Building ❑ Addition 4 Alteration ' Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting 1 Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington Slate Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage " From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Revised July 2007 Total Allowed Watts 7 606.4 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7331.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if Included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Use' LPA (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire station? 1.0 Cafeterias, fast food establishments', restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail u , retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia", assembly space? 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference/exhibition haft'•` 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified 'laboratory shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 " Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: Warehouses, storage areas or aircraft storage hangers 0Other Qualification Checklist Note: If occupancy type Is "Other' and fixture answer Is checked, the number of fixtures in the space Is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8 lamps, and d) hard-wired elec- tronic dimming ballasts. Screw - in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED fights. Interior Lighting Summary (back) LTG-INT 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 -1 Unit LI htin Power Allowance (LPA 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 ootnotes for Table 15- 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft may be used. 8) Reserved. 9) For Indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with ail three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only Is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high Intensity discharge lamps. This additional lighting power is allowed only if the lighting Is actually installed. 11) Provided that a floor plan, Indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the Interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined In footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments 2006 Washington State Nonresidential Energy Code Compliance Forms Adjusted Lighting Power Allowances (Interior) •' From Table 15-1 based on exceptions listed In footnotes Revised July 2007 Project Address IMetropark- southcenter Mali 'Date 1/16/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for Interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 Identify the appropriate Ceiling Height Umit (9 feet, 12 feet or 20 feet) on which the adjustment Is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Location (floor /room no.) Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 Lighting, Motor, and Transformer Permit Plans Checklist :, LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Metr opark- Southcenter Mall 'Date 1/16/2008 The following Information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yea 1513.1 Local control/access Schedule with type, indicate locations S2 yes 1513.2 Area controls Maximum limit per switch 53 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 yes 1513.4 Display /exhib /special Indicate separate controls S3 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location S3 a. a• (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 53 n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1514 Max. watts Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, 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 'Elec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) yes I 1540 'Transformers 'Indicate size and efficiency IB3 I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed In Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more. shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 11 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2. both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant - sensing automatic controls, which control the lights Independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of tuming off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either. a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior. Buildings greater than 5.000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or 2006 Washin . ton State Nonresidential Energy Code Com • liance Form Lighting, Motor, and Transformer Permit Plans Checklist :. LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically tuming off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power Is Interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. Is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is Initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). Project Info Project Address xetropark- Southcenter Wall Date 1/16/2008 633 Bouthcenter pkwy -space 41525 For Building Department Use Tukwila, WA 98188 Applicant Name: non Penn Consulting Engineer Applicant Address: 635 Westport Parkway, Ste 300. Grapevine, TX 76051 Applicant Phone: 817- 410 -2858 2008 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Project Surnmary r EXPIRES U' X U Revised July 2007 Fan E uipment Schedule Equip. ID Brand Name Model No. CFM SPA HP/BHP Flow Control Location of Service Location VAV -1 TITUS ATQS -16 65914 3325 Applicant Address: 10.00 9.90 sales 817 -410 -2858 Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location VAV -1 TITUS ATQS -16 65914 3325 Applicant Address: 10.00 9.90 sales 817 -410 -2858 Heating Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Tukwila, WA 98188 Applicant Name: Don Penn Consulting Engineer Applicant Address: 635 Westport Parkway, Ste 300. Grapevine, TX 76051 Applicant Phone: 817 -410 -2858 Project Info Project Address Hetropark- Southcenter Wall Date 1/16/2008 633 Southcenter Pkwy -Space 81525 For Building Dept. Use Tukwila, WA 98188 Applicant Name: Don Penn Consulting Engineer Applicant Address: 635 Westport Parkway, Ste 300. Grapevine, TX 76051 Applicant Phone: 817 -410 -2858 Mechanical Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Include documentation requiring compliance with commissioning requirements, Section 1416. 'If available. 2 As tested accord ng to Table 14-IA through 14 -1G. 3 If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 Compliance Option Q Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Form 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. otal Ca . o economize <240,000 Btuh or 10%? Heating Only Yes — C Reference Section 1421 Heating /Cooling or Cooling Only Yes Refer Section 1423) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans Checklist : ' MECH -CHK 2006 Washington Slate Nonresidential Energy Code Compliance Fortes Revised July 2007 Project Address Hotropark- SOathconter Mali Date 1/16/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section 'Component Information Required Location on Plans I Building Department Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& dg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket Toss 1412 HVAC controls yea 1412.1 Temperature zones Indicate locations on plans n. a. 1412.2 Deadband control Indicate 5 degree deadband minimum n. a. 1412.3 Humidity control Indicate humidistat n. a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types n.a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage n.a. 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans Mi 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans n.a. 1423 Economizers Equipment schedule 1413 Air economizers n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 11.1t. 1413.2 Water Econo Doc Indicate dg load & water econoe & dg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling Mi n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary Mi yes 1414.2 Duct insulation Indicate R -value of insulation on duct Mi. yes 1415.1 Piping insulation Indicate R -value of insulation on piping Mi 1416 Completion Requirements yea 1416.2.1 Commissioning Provide commissioning plan M2 yea 1416.2.2-3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing Mi yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training Mi yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report Mi n.a. 1434 Separate air sys. Indicate separate systems on plans yea Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfrn, hp, economizer - , r. - •y. . .., -jr. 1 ••• ecions ,..,_ . 1440 Service water htg. yes 1441 Elec. water heater Indicate R -10 insulation under tank M2 yes 1442 Shut -off controls Indicate automatic shut -off M2 yes 1443 Pipe Insulation Indicate R -value of insulation on piping M2 n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is clrciea for any question, proviae explanation: Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not leas than the values shown In Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil-fired forced air furnaces with input ratings > 225,000 Btu/h (65 kW) and all unit heaters shall also have an intemlittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for fumaces where combustion air Is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the Input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used In combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo Ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, If in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system Is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,828 Btu/h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant Is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories In height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2006 Washington State Nonresidential Energy Code Compliance Form 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor Brea, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 wet -bulb and below. For this calculation, all factors including solar and internal Toad shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is Ilmited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling Toad to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial coding even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity Tess than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water -cooled water chillers with waterside economizer. 1413.4 Humidification: if an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum Indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a bulding's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate et pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required Is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 Inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation Installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gat storage 0.55 0.70 Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not leas than the values shown In Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil-fired forced air furnaces with input ratings > 225,000 Btu/h (65 kW) and all unit heaters shall also have an intemlittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for fumaces where combustion air Is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the Input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used In combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo Ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, If in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system Is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,828 Btu/h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant Is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories In height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2006 Washington State Nonresidential Energy Code Compliance Form 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor Brea, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 wet -bulb and below. For this calculation, all factors including solar and internal Toad shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is Ilmited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling Toad to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial coding even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity Tess than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water -cooled water chillers with waterside economizer. 1413.4 Humidification: if an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum Indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a bulding's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate et pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required Is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 Inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation Installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start -up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1416.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be Insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidefnes, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) Plan Check Corrections Letter Response Tukwila Building Division Allen Johannessen, Plans Examiner Re: Metropark South Center Mall Permit Application Number D07 -375 Dear Allen, Please find attached four prints of revised drawings, addressing the review comments per telephone conversation as follows: CORRECTIONI 1. References added to the ceiling plan A.2 to the drywall ceiling detail in sheet A.9 detail #1 and reference to attachment to structure detail 11 /A.8. 2. Decorative floating soffit removed, no changes planned to storefront soffit. Please let me know if I can be of further assistance. Sincerely 7120 REGISTEREI ARCHITECt' p F 2 *'"% Deepak R. Vora DEEPAR R. VORA STATE OF WASHINGTON +o REVISION N0:1 D0 375 June 2 2008 RECEIVED JUN 04 2666 P ERMIT CENTER Building Division Review Memo Date: May 28, 2008 Project Name: Metropark Permit #: D08 -375 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, "Plan 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 24)(36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revision indicates the ceiling changing from a suspended ceiling to a drywall ceiling. However the plan details provided are for a suspended ceiling. Provide engineered design details for a suspended drywall ceiling. Identify all methods of connection to the upper structure. 2. The revision indicates eliminating the dropped soffit at the entry. Please provide clear details of the changes and what the new revised soffit shall be. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 4 Per tele phvle cc/we( Sri, -Rcn on 05/3 IMy ire-keel CeS added 40 -ewe CeA49 pio A.2 -to 4Le 14 detti\ sleet ,q.9 det#►t 4 refe(1cc a achn►rnt fo Siuefve &-f t it (n A -8. 2. DeccreNe - (acs -IVA9 t remcvec no Chromes (tseo/ CORRECTIONP ltd �6 Crire -felt 564+ + . I?2c^ d S� . se s : 0.2 -> references acEie + Po' de faits o(.Y4 fcr dehai 1 I - RECEIVED a ,q see cte +a • ( ' /q for '3 dUN 04 p.dd ce' i1 g PERMIT CENTER 3475 May 30, 2008 Martha Martin 1327 Post Av, Suite H Torrance CA 90501 City of Tukwila RE: CORRECTION LETTER #1 — Revision #1 Development Permit Application Number D07 -375 Metropark — 657 Southcenter Mall Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Dear Ms. Martin, This letter is to inform you of corrections that must be addressed before your development permit(s) 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. BuildinE Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Brenda Holt Permit Coordinator encl File No. D07 -375 P:\Permit Center\ Correction Letters\2007\D07 -375 Corr Ltr #1 to Rev #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: May 28, 2008 Project Name: Metropark Permit #: D08 -375 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revision indicates the ceiling changing from a suspended ceiling to a drywall ceiling. However the plan details provided are for a suspended ceiling. Provide engineered design details for a suspended drywall ceiling. Identify all methods of connection to the upper structure. 2. The revision indicates eliminating the dropped soffit at the entry. Please provide clear details of the changes and what the new revised soffit shall be. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 02 -12 -2008 MARTHA MARTIN 1327 POST AV, #4 TORRANCE CA 90501 RE: Permit Application No. D07 -375 657 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 09/26/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 03/24/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/24/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, f/1/4A xc: fifer Marshall t Technician Permit File No. D07 -375 City of Tukwila Jim Haggerton, Mayor Department of CommunW Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Nme Plan Check Corrections Letter Response Tukwila Building Division Allen Johannessen, Plans Examiner Re: Metropark South Center Mall Permit Application Number D07 -375 Dear Allen, February 8 2008 Please find attached four complete revised sets of drawings, addressing the review comments as follows: 1. Additional emergency lights provided and egress path of travel named as such, please see Sheet A.7 bubbled emergency lights and exit lights. 2. Added additional information for UL465 design, please see detail 1 in A.8 3. 4 complete sets including electrical are being provided. 4. 4 sets for mechanical and plumbing plans are being provided. Please let me know if I can be of further assistance. Sincerely a f Deepak R. Vora February 4, 2008 Martha Martin 1327 Post Av, Suite H Torrance CA 90501 RE: CORRECTION LETTER #2 Development Permit Application Number D07 -375 Metropark — 657 Southcenter Mall Dear Ms. Martin, This letter is to inform you of corrections that must be addressed before your development permit(s) 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 memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. Sincerely, kiiltatett Brenda Holt Permit Coordinator encl File No. D07 -375 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director P:Wennit Center\ Correction Letters \2007\D07 -375 Correction Ltr #2.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: Project Name: Permit #: Plan Review: January 31, 2008 Metropark D07 -375 Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan does not clearly identify the common path of egress travel with emergency lighting. Sheet A7 shows a pathway; however the path way is not identified as the egress pathway with egress illumination. The common path of egress travel, where the means of egress that leads to two exits, shall be illuminated to meet the 1 foot -candle at the walking surface level. Please clearly identify egress emergency illumination for the common path of travel or egress paths. (IBC Section 1002, 1006.1, 1006.2, & 1006.3) 2. On sheet A.8, show the UL Listing number for the demising wall as U465. The detail design shall also be consistent with that UL Listing. 3. The plans have been revised several times where plan sets and pages have become mismatched and confusing. Please provide four complete sets with all sheets combined including electrical with all revisions. 4. Plumbing and mechanical plans may be separate; however they shall be consistent with the revised plan design. Only submit plan sheets that are consistent with the plumbing or mechanical. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. January 15, 2008 Martha Martin 1327 Post Ave, #H Torrance CA 90501 RE: Letter of Incomplete Application #2 to Correction Letter #1 Development Permit Application D07 -375 Metropark — 657 Southcenter Mall Dear Ms. Martin, This letter is to inform you that your permit resubmittal received at the City of Tukwila Permit Center on January 7, 2008 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 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 messenzer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. nifer Marshall it Technician Enclosures File: D07 -375 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Incomplete Letters\2007\D07 -375 Inc Ltr #2 to Con Ltr #1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 f Building Division Review Memo Date: January 8, 2008 Project Name: Metropark Permit #: D07 -375 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The soffit calculations shall require an original stamp and signature by the engineers or design professionals providing the calculations. 2. Lighting summary compliance form provided is the outdated 2004 form and references Seattle compliance form. Please provide the current 2006 Washington State Nonresidential Energy Code Compliance form lighting compliance form. Should there be questions conceming the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. December 6, 2007 Martha Martin 1327 Post Ave, #H Torrance CA 90501 Dear Ms. Martin, Cizy of Tukwlla Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 to Correction Letter #1 Development Permit Application D07 -375 Metropark — 657 Southcenter Mall This letter is to inform you that your permit resubmittal received at the City of Tukwila Permit Center on December 4, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the following comment. 1. Provide Non - Residential Sewer Use Certificate as requested in previous correction letter dated October 11, 2007. The form has again been provided. 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 throueh the mail or by a messenger service If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer . rshall it Technician Enclosures File: D07 -375 P:\Permit Center\Incomplete Letters\2007\D07 -375 Inc Ltr #1 to Corr Ltr #1.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Dear Allen, Plan Check Corrections Letter response Tukawila Building Division Allen Johannessen, Plan examiners Re: Metro South Center Mall Permit Application Number DO7 -375 November 30, 2007 I enjoyed talking with you yesterday and greatly appreciate the clarifications of the 2006 IBC code. As per our conversation yesterday attached please find two revised set of architectural drawings and set of typical structural calculation sues to determine framing members and connectors for storefront and soffit framing. 1. The details for storefront framings and details are indicated on sheets # 2.1, A -5 (it also lists fastener schedule ) A -6, and A -8 ( detail eight shows box column and beams details for storefront ) 2. Sheet A -7 Sows location of egress and exit lights. ( Updated drawings shows them bubbled) 3. The toilet detail of sheet A -3.2 is updated to show vertical grab bar. 4. Suspended ceiling detail is added on A3.1. Please let me know if I can be of further assistance. Sincerely Deepak R. Vora October 17, 2007 Martha Martin 1327 Post Av, Suite H Torrance CA 90501 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -375 Metropark — XXX Southcenter Mall Dear Ms. Martin, Sincerely J . fer Pe it Te arshall hnician encl File No. D07 -375 Cizy of Tukwlla P:\Pemit Center\Correction Letters \2007\D07 -375 Correction Ltr #I.DOC wer Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) 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 and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Public Works Department: Dave McPherson, at 206 431 -2448, if you have question regarding the attached memo. Steven M Mullet, Mayor 1. Provide completed copy of Non - Residential Sewer Use form. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: October 10, 2007 Project Name: Metropark Permit #: D07 -375 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Alien Johannessen, Plan 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. Additional engineered details shall be required for the storefront soffit. The details shall identify seismic attachment to the above structure. Every structure, and portion thereof, including nonstructural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7. o ice ineeri details � , f r decors ffit (I 1613. & C 16 W 2�ssrelli shaft ex to xt teno xi t is . cling so Fiarge s� mergency'tig�f ing' �gt 3} S e t Wc rith n (IBC 1006.1) S yree + a.7 Shunt S tOC441(n of a yress Lt*9tits 3. On sheet (A.3.1) indude in the details a vertical grab bar on the wall beside the toilet; (2003 ANSI 604.5.1) Tul dtjGii $ �n a.3.A. *s t p,�d 4o s hrrw W eic( yrolhb v . 4. Please provide specifications with details that meet ASCE standards for the new suspended ceiling in the stock room. Identify type of perimeter supporting endosure angle (typically 2"). (ASCE Standards 9.6.2.6.2.2.) CQe sucpe 1deci CP . iit t,'naJ IiLi 1 tyvv. 4.3. 1/, Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Building Division Review Memo Date: October 10, 2007 Project Name: Metropark Permit #: D07 -375 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan 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. Additional engineered details shall be required for the storefront soffit. The details shall identify seismic attachment to the above structure. Every structure, and portion thereof, induding nonstructural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7. Provide engineering with details for the decorative ceiling soffit. (IBC 1613.18 Chapter 1613) 2. .Egress illumination shall extend to the exit discharge. Please identify emergency lighting at the exits. (IBC 1006.1) 3. On sheet (A.3.1) indude in the details a vertical grab bar on the wall beside the toilet; (2003 ANSI 604.5.1) 4. Please provide specifications with details that meet ASCE standards for the new suspended ceiling in the stock room. Identify type of perimeter supporting endosure angle (typically 2"). (ASCE Standards 9.6.2.6.2.2.) Should there be questions conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. February 29, 2008 Tukwila Building Division /Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Permit Application No. D07 -375 657 Southcenter Mall Tukwila 532 Coral Ridge Place City of Industry, CA 91746 Ph: (626) 968 -1415 Fax: (626) 968 -1358 Tenant improvement permit for Metropark USA, Inc., Tukwila Permit No. D07 -375 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is herby acknowledged by: ` 6Lt,4/,4 Title: Sr. Manager of Pur '. sing & Procurement Tenant Name: Metropark USA, Inc. Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Z, 4 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water doset, tank or valve, 1.6 GPF 6 3 Z. 1 Z. Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name t J'- I r� 1 x 1 i Owners First, Middle Initial) Subdivision Name SaAnCP _n Subdiv. # Block # Building Name (if applicable) Property Street Address fo ! so _ewe rite r (" ` ] City, State, ZIP TA W1 a WA. gel'g) Owner's Phone Number ((02 ( D ) 6 1 tab . 1415 Owner's Mailing Address (if different from above) 523 coral r i dqe CQ Cr a lr ■du. 9 c c it4 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 058 (Rev. 1/03) Total Fixture Units 16 Lot # RCE White - King County Property Tax ID # ORa y Z 0 - 001 0 Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District �u CuAl a Date of Connection Side Sewer Permit # or Property Contact Phone # ( ) Demolition of pre- existing building? 0 Yes 0 No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: A B >rcha ntil2 Estimated Wastewater Discharge: B2- Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (addA &B) INCOMPLETE 1 CORRECTION LTR# Signature of Owner/ Representative RCE King County Date 01 /OLI 0 b Gallons /days 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. Print Name of Owlge /artha Ma rfi r Representative �/� presentative Yellow - Local Sewer Agency Pink - Sewer Customer Department of Natural Resources and Parks 0.113 RCE :r. '` PE MIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -375 DATE: 06 -04 -08 PROJECT NAME: METROPARK SITE ADDRESS: 657 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued DEPART ENTS: k sion ul ing —r Public Works ❑ Complete Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division ❑ Permit Coordinator it DUE DATE: 06-05-08 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 RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -03 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) E 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 ACTIVITY NUMBER: D07 -375 DATE: 05 -22 -08 PROJECT NAME: METROPARK SITE ADDRESS: 657 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMEN ,Zr O D g 14ision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documentsfrouting slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 05-27-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 06-24-08 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Not Approved (attach comments)F4 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 1 Fire ❑ Ping ❑ PW ❑ Staff Initials: " ACTIVITY NUMBER: pO? vs° DATE: 02 -13 -08 PROJECT NAME: METROPARK SITE ADDRESS: 657 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Division Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 C ❑ Permit Coordinator ❑ Planning Division DUE DATE: 02-14-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 03-13-08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -375 DATE: 01 -18 -08 PROJECT NAME: METROPARK SITE ADDRESS: 657 SOUTHCENTER MALL _ Original Plan Submittal X Response to Correction Letter # 1 X Response to Incomplete Letter # 2 Revision # After Permit Issued DEP ART ME�� I, 'OD Buil g !vision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS RO TING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PLAN / SLIP Fire Prevention Structural Incomplete Structural Review Required Planning Division ❑ Permit Coordinator X DUE DATE: 01 -24 -08 Not Applicable Comments: ❑ No further Review Required REVIEWER'S INITIALS: DATE: Permlt Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 02 -21 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) IV( Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: w ACTIVITY NUMBER: D07 - 375 DATE: 01 - - PROJECT NAME: . METROPARK SITE ADDRESS: 657 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: .O� tinAttit Bui .in>; Division P bllorttsfi 14- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete r I Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Oil 5(0 TUES/THURS ROUTING: Please Route u Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural LETTER OF COMPLETENESS MAILED: DATE: DATE: Planning Division Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n ❑ Permit Coordinator ❑ DUE DATE: 01-08-08 Not Applicable ❑ C DUE DATE: 02-05 -08 Approved n Approved with Conditions ❑ Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY ACTIVITY NUMBER: D07 -375 DATE: 12 -04 -07 PROJECT NAME: METROPARK SITE ADDRESS: 657 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division it Fire Prevention ❑ Planning Division Public Wprks Structural El Permit Coordinator n (YO,niii1 Iti - G l61 DETERMINATION OF COMPLETENESS: (Tues., Thu s.) DUE DATE: 2-06-07 Complete C Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: I2' Ott la LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW K Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Incomplete Not Applicable ❑ C No further Review Required DATE: C DUE DATE: 01-03-08 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -375 DATE: 09 -27 -07 PROJECT NAME: METROPARK SITE ADDRESS: 633 SOUTHCENTER MALL X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Complete Please Route Documents/routing slip.doc 2 -28-02 `PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: APPROVALS OR CORRECTIONS: Atp 120 Fire Prevention P blic Works �� 10 `01 Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: )o Departments issued corrections: Bldg Fire ❑ Ping ❑ PW' Staff Initials: FIA nning Division Permit Coordinator X DUE DATE: 10-02-07 Not Applicable DUE DATE: 10-30-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 3t/- ye 1 oCtoi Summary of Revision: j? I,o N t'a2 in (A4.1(,- iv of IMF Summary of Revision: t Svt vl, Df t( Received by: U.A 4 b. Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF rALS 3t/- ye 1 oCtoi Summary of Revision: j? I,o N t'a2 in (A4.1(,- iv of IMF & Mr- Ce1LIt tlr f PL 1 Avn 1'1 CAL 'iV Q ?4 LJk14 t Svt vl, Df t( Received by: U.A 4 b. REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - - Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: PROJECT NAME: f1l1O PAY' SITE ADDRESS: 1/G SL MAU. REVISION LOG PERMIT NO: ORIGINAL ISSUE DATE: f f VI ,�q, (please print) (please print) (please print) (please print) (please print) Date: Wit /o0 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 : //ww►v.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. Response to Incomplete Letter # EL Response to Correction Letter # To a Revision # t after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner yz-siyo Project Name: r Project Address: 05 l G-= 9"C ' Contact Person: Phone Number: g � S Summary of Revision: Sheet Number(s): (�-• 2 g � "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 6Y Entered in Permits Plus on (0- -0 S" 1ippUcuions\forms- applications on Gnelrevision submittal Created: 8-13-2004 Steven M. Mullet, Mayor Steve Lancaster, Director Plan Check/Permit Number: 1.0t3 ` S 7S RECEIVED (Inv OF TUKWILA IJUN 0 4 2008 otNMiT CENTER City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: � Z t /0 ej Plan Check/Permit Number: 1)07 - 75 ' ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # t after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: M et K Project Address: to 57 So L`rtk.0 .1 Contact Person: )O' 'J b Phone Number: Summary of Revision: LoWJ{- ca-0036— Tn Ca' es. c C tti .) . t OJG ' 1 - : - co y A r • >,, ) cr34. 50 @ v. Sheet Number(s): 1 - Z t ftt 3 .1 t "Cloud" or highlight all areas of revision including date o rev o Received at the City of Tukwila Permit Center by: (e Q ntered in Permits Plus on 6 -1 ) --,-- 0 U lapplicationsVocros- applications on linerevision submittal Created: 8 -13 -2004 Revised: 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 Steven M Mullet, Mayor Steve Lancaster, Director qoq 2cL 5835 RECEIVED r`.ITY OF TUKWit o. MAY 2 2 2008 PERMIT CENTER Date: °Z.:- N20 City of Tukwila applications forms-applications on line revision submittal Created: 8-13-2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Plan Check/Permit Number: Sheet Number(s): "Cloud" or highlight all areas of revision inducting date ofrevjswn Received at the City of Tukwila Permit Center by: / Entered in Permits Plus on po(7- Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail fax etc. El Response to Incomplete Letter # '.gr to Correction Letter # El Revision # after Permit is Issued h Revision requested by a City Building Inspector or Plans Examiner j 1/4 drnC.. Project Name: A es kr I Project Address: S • Contact Person: \leo". T do-L-th"- Phone Number: ( 6 es° y /0 1 Summary of Revision: • NAA■kienNictA k.‘ rt,..1kte 0,4 \r 1/4(-0) 4.■ • Ci clAte, etivleg-e-7 alq-r 4 a/d/he (it W5 ce4A trk. f6e_. 1-01./1 449, f■rg ' nr" tioniftA FEB 1 3 2008 c"IrEh Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax; etc. Date: / a 1 Plan Check/Permit Number: id Response to Incomplete Letter # Z V Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Contact Person: Summary of Revision: Created: 8 -13 -2004 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Project Name: IV-410a p ,� Project Address: . d& von a l one Number: 1)07 51 Steven M Mullet, Mayor Steve Lancaster, Director g''cei ; . /0 l rM . IVED 11 ➢KWiU JAN 18 2008 fiNTER Sheet Nam ber(s): "Cloud" or highlight all areas of revision including date of r ev ion Received at the City of Tukwila Permit Center by: E n t e r e d in P e r m i t s Plus on 1 t 0 8 lepplications\forms- applications on lmekevision submittal City of Tukwila Date: 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. El Response to Incomplete Letter # ) I f CO r ✓e c1'avl i.er}'r #- ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: M e ` 0 e 12 e -e„ Pro /i Project Address: (r .So i '1 a j 7 Contact Person: ✓, .I 1- /"Ac Phone Number: / 0 ' 3 e' 7 00 Summary of Revision: lapplic ations\for ss- applications on hnelrevision submittal Created: 8-13 -2004 Dewier Plan Check/Permit Number: N 0 7- 3 7 7 Uf-e Cr_o► Ir• Steven M. Mullet, Mayor Steve Lancaster, Director CRY OF TUKtNILA, 1 JAN 1- 7 2006 oFQ6A {' f Sheet Number(s): "Cloud" or highlight all areas of revision Including date of revision Received at the City of Tukwila Permit Center by: Al t gr Entered in Permits Plus on Oil 07/0 V REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # Contact Person: 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. after Permit is Issued Plan Check/Permit Number: ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Metropark Project Address: XXX Southcenter Mall VO6r A- Summary of Revision: Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications`- {ixms - applications on line \revision submittal Created: 8. 13.2004 Rev bed: D07 -375 Steven M Mullet, Mayor Steve Lancaster, Director CI 1Y OP Tu DEC 0 4 2001 �EMI� CENTER Phone Number: 3(d J - j 3 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision l,L`) License Information License TIMBECIO21DM Licensee Name TIMBERWOLFF CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601859639 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 1659 W ARROW RTE Address 2 City UPLAND County OUT OF STATE State CA Zip 91786 Phone 9099490380 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/14/1998 Expiration Date 3/8/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WOLFF, MICHAEL EDWARD PRESIDENT 03/14/1998 WOLFF, MONIQUE M SECRETARY 03/14/1998 WOLFF, GLADYS VICE PRESIDENT 03/14/1998 Look Up a Contractor, Electrir'm or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= TIMBECIO21DM 03/19/2008 �/--- -Ns" 6 ' -103/1' REVISIONS BY -44p 2'_a)<" 2'_8V" 0 11.38.07 BLDG DEPT drvd �� T II I — — — � _ � — r CL7 Mill A TENANT BLDG DEPT drvd - ' —" : ■,,: ■ c 2' I B _ .;�. _ 21 •' - I 28 29 14' -0" A F.F. �, 4 -8 y 4 - 0 4 - 0 - �; X2 2 © 02.11.08 LL /BID drvd �� TY 16 13 16 16 13 16 16 ® _ I �v 0 �' O �f I i8( _I 10 - 4' -0" C C - 0 4' C - C C 4' C C D 4' -8 ' r 41-87/:" C C 8 04.25.08 © FIELD drvd ►_ 4 � v y (0 ., I " 1 1 •y K� -.. . D F F F ill 28 N - - - N I 1 n 'a o D D D D ` i n6.D2.D8 BLDG DEPT drvd v' N •MONITO! r 29"A -�, 2 12 11 C ■ MOUNTEI A. F. F H ! SPACE` #1525 b v LEVEL 1 r l S OUTH CENTER VALL gi ''. 633 O1JTHfFNTFR PARKWAY o + IEM - I 25 m D itl a 17 17 17 MI 22 22 ° 16 l ■ = 5 �� 0% , . I.- 0 11_0» C D■ D► • D : ' —s ' O CL5 ' -0 T -• Q I E I 4111 8' -0" A.F.F. 28 1 D► 14 2' -6" � 'r � 7► C ► I D 8 ' -0" 12 D 8 ' -0 " A.F F. ■ ° I 1 ► _ � �' �O B • 9� 23 .I` M / 9� • D 5' -0'' 7 37 /Fig, 7_37/8„ 7' -37�:" �_. , � d `�• _ _%--e,1 J 0» . '_ * r�i' : - 0 " 21 _M 2' -6" 2' -6" I , , ►i .► V _ ■■ ri '� 'r , f ,, , a 1 0 ► gi p D ►gyp D ► D ► • ■p D ► • D ► D 2 23/4" ,+ _ L TYP ° D! r �D „9 -,1 32 \ , TY - 1 - , II Illiwift � I _ O ■ D ► 17 I18 Dr: 18 p 18 ■ i► 18 17A d i l :,,._ ', Dr: p 20 • p D ► ■ I� 14 �n a . I • D ► D . 3 ` . - 1 © 0 � CL4 � D ► D ► P _ c v \, .p O O 8 s "D d - » 2 —6 0'-6" A.F. - I n cz r co - I ,2 oz 0 1EM p► _ ca 1' -�„ _ �" N ,_ 1 ,_ 9 ,. _I I ^I r 23 ` / M 20 5 —g ;" 7 rfl 21 CL1 Li 9 CL6 • 1 H H ' Q I • 9 12 _ X ' ? • "1 I t C C _ 1 D �� �. 4' 4 " �R _ 1 - 0�. ' - " 12 0 �, 8 -0 A.F.F. r-, �r:. �.a N V rr . � 4' -87 �8 4 , _ 8 7 � R -M 10 = 10 �� _ _I I C ,� C C C , � O A F.F. p Igf 11 4 - 1 CL5 16 13 16 1 16 13 16 _I 13 16 �= 8' -0 A.F.F. 3 , _ " �_ ,� 1' -0" j X2 X2 I a p X2 . ,•� �, — AI AMMINN I _ ' mi= .-.�- — ri REFLECTED CEILING PLAN 1 1 4' -2y" - SCALE: 1/4"=1'-0" REFLECTED CEILING PLAN NOTES REVIEWFDil 2 3 GYP.BD. CEILING @ 12' --0" A.F.F ,4\ SEE DETAIL 0 A.9 OP 2' x 4' SUSPENDED CEILING AT 14' -0" A.F.F. 14 15 16 EXIT SIGN. NOT USED. 8' -O" LONG PERIMETER TRACK PENDENT MOUNTEI @ CEILING. 25 26 27 G.0 TO PROVIDE VERTICAL FLUSH CONCEALED 24 "X24" GLASSFIBER ACCESS PANEL IN GYP. BD. SOFFIT FOR MAINTENANCE. NOT USED, CODE COMPLIA APPROVED JUN - 5 2008 GYP. BD. CEILING AT 8' -0" A.F.F. OT USED. 4 5 6 7 8 9 10 11 NOT USED. / \ 17 8' -0" CENTER TRACK PENDENT MOUNTED @ 10'-6" 6'--0" CENTER TRACK PENDENT MOUNTED @ 10' -6" 4' -0" CENTER TRACK PENDENT MOUNTED @ 10' -6" 6'-O" LONG TRACK MOUNTED @ CEILING. 4'-O" LONG TRACK MOUNTED @ CEILING. PENDANT LIGHT FIXTURE ABOVE CASHWRAP @ 85" A.F.F. RECESSED LIGHT FIXTURE AT SOFFIT (TYP). LARGE PENDANT LIGHT FIXTURE, SUPPLIED BY OWNER. A.F.F. BUILDING DEPARTMENT *DECORATIVE FLOATTING CHANGES PLANNED TO *GYP BD CEILING SEE SEE ATTACHMENT DETAILS NOTE: SOFFIT REMOVED, NO STOREFRONT SOFFIT. ity Of Tukwila ' 18 19 19A 20 Z1 22 28 TOP OF PARTITION TO : -0" A.F.F. (TYP. @ FITTING ROOM). NOT U +. NOT USED. GYP. BD. CEILING AT 10' -6" A.F.F. GYP. BD. SOFFIT AT 12' -0" A.F.F. ' PAINT FINISH. CEILING MOUNTED STRIP LIGHT. DOWN LIGHT FIXTURE (TYP) 1 TUBE FLUORESCENT STRIP MOUNTED @ CEILING A.F.' 29 30 31 32] __ UPLIGHT FIXTURE ON TOP OF PARTITION. SEE DETAIL 14 SPRINKLER *SPRINKLER FULLY CONCEALED WHEN INSTALLS CEILING. *SPRINKLER WHITE IN GYP. BD. CEILINGS IN AREA, LOUNGE AND SALES FIT *SPRINKLER BLACK IN STOREFRONT A.F.F. A ' 8 MONOPOINT LIGHT FIXTURE. STOREFRONT SIGN. SEE DETAIL LEASELINE. 0 U El. 2 DETAIL A.9 9 11 A _ 34 \ NOT U ED. A 12 EXIT SIGN /EMERGENCY LIGHT WITH BATTERY PACK. 23 CEILING EXHAUST FAN. REVISIONS R E � 24 NOT USED. No changes shall t prior approval the scope of work without prior approval of -- - - 13 ' " EMERGENCY LIGHT WITH BATTERY PACK @ 13-0 A.F.F. LIGHTING FIXTURE SCHEDULE NOTE: Revisions will require a new plan and may include additional otan review submittal fees. CEILING TYPES TYPE /WATTS SYMBOL DESCRIPTION MANUFACTURER NOTES TYPE /WATTS SYMBOL DESCRIPTION MANUFACTURER NOTES CL1 STOREFRONT SOFFIT: A X RECESS LO VOLTAGE HOUSING W/ BLACK TRIM FOR ABOVE JUNO W P HOU NG LIGHT PAR HOUSING JUNO 27C -WH TRIM FOR ABOVE Permit No. Star review approval is subject 5/8" TYPE "X" GYP. BD. ON METAL STUDS. 0 CL2 GYP. RECESS 2 LIGHT METAL HALIDE MULTISPOT, W/ BLACK TRIM JUNO FLUORESCENT UP LIGHT BIRCHWOOD (MOUNTED FIXTURE ON TOP OF DIVIDER WALL BETWEEN F. R) C to errors and omissions. Approval of construction smentscl� not at ri 'he v iolation o ;r X adopted code r Or�nanit approved . + • --- ; : ,: ja �adgid: e B © BD. CEILING @ 12 -0 A.F.F. SEE DETAIL — 4 ®�+ l _ CL3 ALES AREA SOFFIT: NOT USED. A Q ° WATT METAL HALIDE TRACK HEAD PENDENT METAL HALIDE BALLAST FOR ABOVE JUNO F. CEILING MOUNTED TRACK C? 12' -0"A. F.F. Q TWO TUBE, FLUORESCENT STRIP LIGHT L -F CEILING MOUNTED Wi; / 1 B Y i-'' Date: a — T4BL /4', T8BL /8 TRACK BLACK, T38BL/ CL4 LOUNGE / FITTING ROOM CEILING: LIVE END TRACK CONNECTOR BLACK 5/8" TYPE "X" GYP. BD. ON METAL STUDS @ 10' -6" A.F.F. D TRACK HEAD BLACK & TRANSFORMER FOR ABOVE JUNO PENDENT MOUNTED TRACK ©1O'- 6 "A.F.F. ©} NELSON CIGAR PENDANT LAMP _ BOTTOM @ 7' -1 A.F.F. JBOX @ 13' -0" A.F.F. City �� Tukwila BUILDING CL 5 TOILET ROOM: v v a T4BL /4' T8BL /8' TRACK BLACK, T38BL/ LIVE END TRACK CONNECTOR BLACK 5/8" TYPE "X" GYP. BD. CEILING ON 6 "x 20GA. METAL STUDS AT 16" O.C. W /TAPED JOINT SANDED SMOOTH. PREPARE FOR PAINT FINISH. HEIGHT PER PLAN. © RECESS 2 LIGHT MULTISPOT, HANGER BARS FOR ABOVE, W /WHITE TRIM. JUNG p OWNER SUPPLIED/ LARGE LINEN PENDANTS HAMPTON PENDANT MOUNTED, 48" DIA OVER HEAD LIGHT FIXTURE BOTTOM @ ±7' -6" A.F.F. JBOX @ 15' -D" DIV=ISION 0 ® T 111. FL UORESCENT STRIP LIGHT L -F FIXTURE TO BE CHAIN HUNG IN OPEN P FAN BROAN BROAN INTERMATIC #FF3OM 30 MIN. TIMER W /FACE PLATE. CL6 HALL CEILING: - © 5/8" TYPE "X" GYP. BD. ON METAL STUDS. HEIGHT PER PLAN — CEILING AREA DATE: 09.20.07 v v TRACK HEAD WHITE & TRANSFORMER FOR ABOVE JUNO T4WH /4' TRACK WHITE, T8WH /8' © RECESSED EDGE LIT GREEN EXIT COMPLETE CL7 STOCKROOM CEILING: RECEIVED SCALE: 1/4"=1'-0" O JUNO 90 MIN. BATTERY BACKUP. 2' x 4 SC SUSPENDED CEILING @ 14'-0" F.F. JUN 04 CORRECTION TRACK WHITE, T38WH LIVE END CONNECTOR WHITE, T24WH IN LINE w ° DRAWN: L CONNECTOR WHITE LED EXIT /BATTERY PACK/ 2 HEAD EMERGENCY JUNO BLACK FINISH PERMIT CENTER LT 0 FLUORESCENT RECESS HOUSING HOUSING (WHITE TRIM) JUNO ® 1 JOB: MP_._.SOCM AL 820CWH /TRIM FOR ABOVE, HB-26 W _ SHEET A.2 OF SHEETS HANGER BARS FOR ABOVE. ® 2 HEAD EMERGENCY JUNO BLACK FINISH al_ Al 0 FLUORESCENT RECESS HOUSING W EMERGENCY LIGHT JUNO 820CWH /TRIM FOR ABOVE, HB-26 H w HANGER BARS FOR ABOVE. 7 5 UNDERS essZIPt = ✓- i.1a.rIAi ,402t. ��4a!I•j4�!t�i�s! . e4I. ..Y*�r���!I it�!I. a!44- E OF EXISTING STRUCTURE 6"CLEAR UNDER 2x2 SLIPTRACK TO GYP BD SPENDED FOR RETURN AIR SYSTEM CEILING DEMISING WALL: L.L. TO PROVIDE 6" METAL STUDS. TENANT TO PROVIDE 5/8" TYPE "X" GYP. BD. FROM FLOOR TO 6" BELOW BOTTOM OF EDGE OF METAL STUD RUNNER AT CEILING. ON TENANT SIDE ONLY. UL 465 4 3 5/8" 20 GA CONTINUOUS TOP FRAMING. SECURE TOP TRACK TO DEMISING WALL W / #6 SCREW ©24" O.C. SALES AREA 3 -5/8 "X20 GA. CONTINUOUS BOTTOM TRACK WITH 1/4" DIA. POWER DRIVEN PINS ©48" 0.0. (ICBO #16.39) BASE AND FLOOR PER PLANS EXISTING CONCRETE SLAB SECTION © DEMISING PART. ri,(J A' 01 0 co [rug' Z A a (4)3 5/8 "x16ga STUDS BOX COLUMN SECURED TO BOTTOM TRACK W/4 - #10 SCREWS, BOTTOM TRACK SECURED TO CONCRETE W/ 1/4" SHOT PIN ©6" O.C. BOX COLUMN PLAN DETAIL 3- 5 /8 "x20ga CONTINUOUS TRACK SECURED TO BOX BEAM W/2 - #8 SCREWS ©12" O.C. (2)3 5 /8 "xl6ga & (2)8 "xl6ga BOX BEAM BOX BEAM DETAIL (2)3 5/8 "x16ga & (2)8 "x16ga BOX BEAM 3 "X12 "X20GA. PL. EA SIDE W/ 8 - #6 SCREWS. (4)3 5/8" X 16 GA. BOX COLUMN. 3 5 /8 "xl6ga TRACK SECURED TO CONCRETE W/ 1/4" 0 SHOT PINS @ 6" O.C. & TO COLUMN W/2 - #10 SCREWS @ EA. SIDE. EXISTING CONCRETE SLAB BOX BEAM & BOX COLUMN CONNECTION DETAIL BOX COLUMN & BOX BEAM DETAIL A.8 SCALE: 3/4' =1' -0 6" SLOTTED 1 TRACK 1 (SLP -TRK OR 1 EQ.) TYPE 'X' 5/8" GYP. BD. BY ADJACENT TENANT. RAMSET AS REQUIRED 6" CONTINUOUS UNPUNCHED STEEL TRACK UL. NO. U465 THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8" THICK, 4FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. PAINTABLE FIRESTOP SEALANT (BOTH SIDES) CALE: 3/4 " =1' -0" 1 -5/8" UNISTRUT CHANNEL ABOVE IF NEEDED NUT AND WASHER EACH SIDE SUSPENDED T -BAR CEILING (WHEN OCCURS) 1 -5/8" UNISTRUT CHANNEL. TRACK LIGHT SECTION BOLTED TO UNISTRUT @ 36" 0.C. (MIN. 2 PER EACH SECTION OF TRACK) NOTE: TRACKS ARE DESIGNED TO BE SELF SUPPORTING FOR A SPAN OF UP TO 4' -0" (2) 12ga. 45 SPAYED WIRES @ 8' -0" 0.C. EACH DIRECTION MIN. (2) EA. HARDWARE CLIP. LOCATE AT MID POINT OR JUST ABOVE CEILING (IF ONE OCCURS). 3/8 THREADED ROD TO DECK OR STRUCTURE ABOVE 4' -0" 0.C. MAX (MIN. 2 PER TRACK SECTION) NUT AND WASHER EACH SIDE BOLT 12' -0" n B.O. TRACK `1 I- TRACK LIGHT COUPLING SUSPENDED TRACK LIGHT DETAIL A.8 SCALE: NTS 3 -5/8" X 20 GA. PIECE OF TRACK W/4 - #10 SCREWS (TYP.) 3 - #6 SCREWS AT EACH CONNECTION - (TYP. - 21SIMSTASISINittria "- � r m'`u Pr i_ 13 UNDERSIDE OF EXISTING STRUCTURE A 2 #6 SCREWS © EACH CONNECTION LOUNGE BASE AND FLOOR PER PLANS VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. 3 5/8" X 20 GA. DIAG. BRACING @ f 48" 0.0 ALTERNATE DIRECTION 1 GYP.BD. CEILING @ 10' -6" TOP OF PARTITION 3 -5/8" X 20 GA. METAL STUDS @ 16" 0.C. (TYP.) FITTING ROOM PAINTED 5/8" TYPE "X" GYP.BD. 3 -5/8 "X20 GA. CONTINUOUS BOTTOM TRACK WITH 1 /4" DIA. POWER DRIVEN PINS ©48" 0.0. (ICBO #1639) SECTION THROUGH FR /LOUNGE CONTINUOUS 20GA UNPUNCHED TOP TRACK 3 5/8" X 20GA STEEL STUDS AT 16" 0.0. A 8 J w LL %n SCALE: 3/4 " =1' -0" 0 w _ w 0 J LL-1 LL L( ) 3 -5/8" X 20 GA. PIECE OF TRACK W/4 - #10 SCREWS (TYP.) - 3 - #6 SCREWS AT EACH CONNECTION (TYP.) ���b���4r i ∎r4 54 �E�j�.����• ms s'!j 94 'I�4 4 s : ;ti 1W Fati 13 A.8 3 -5/8" X 20 \ GA. DIAG. BRACING @48 "Q.0 ALTERNATE DIRECTION 2'x4' SUSPENDED CEILING @14' -0" A.F.F. STOCKROOM TYPE "X" GYP.BD. 3 -5/8 "X20 CA. CONTINUOUS BOTTOM TRACK WITH 1/4" DIA. POWER DRIVEN PINS ©48" 0.C. (ICBO #1639) ATTACHMENT TO STRUCTURE ABOVE DERSIDE \ OF EXISTING STRUCTURE 0 3 -5/8" X 20 GA.-4 .-- METAL STUDS @ 16" 0.0. (TYP.) PAINTED 5/8" I 11 SECTION THROUGH STK ROOM /H.C.F.R. 5/8" TYPE "X" GYP. BD. CEILING @ 10' -6" A.F.F. HC. FITTING ROOM BASE AND FLOOR e ER PLANS EXIST. STRUCT. MEMBER (VERIFY CONDITION) UNISTRUT BEAM CLAMP TYPE 2766 TYPICAL UNISTRUT TYPE P5000 CONT. 12GA. STEEL CHANNEL W/ 2 1/2" TOES CONN. TO TRUSS WITH CLIP 2 - #8 SCREWS A.8 SCALE: 3 " =1' -0" 11 A.8 SCALE: NTS VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. EXIST. STRUCTURE ATTACH FOR LATERAL SUPPORT ONLY ATTACH STUD SECTION TO STRUCTURE W/ (4) #10 SCREWS 3- 5/8 "X20 GA CONT. UNPUNCHED TRACK SECTION 3 -5/8 "X20 GA STEEL STUD ATTACHED TO TRACK SECTION W/ (3) #6 TEK SCREWS TYP. DIAG. BRACING CONN. TO STRUCTURE ABOVE A.8 A.8/ SCALE NTS ' SLOTTED TRACK 1 P -TRK OR EQ.) TYPE . _ 1 5 � 8 „ GYP. BD. BY AD TE JACENT 'JANT. 1- = 0 w z L w n _J w i nOrice'r�� i Wit`_; ±mwo igNi gvi rrii r Z` I. 1 If i DEIENG WALL: T1•-E Fato .N ASTENING REQUFBBITS AFE TAO ViNS TYPE 5 / 8„ GYP. BD. BY TENANT. RAM SET AS REQUIRED 6" CONTINUOUS UNPUNCHED STEEL TRACK i, EXISTING TOILET UNDERSIDE OF EXISTING STRUCTURE 0 CONCRETE SLAB vE3 BOX COLUMN (4)3 5/8 "x16GA METAL STUDS SCREWED TOGETHER. 1 3 5/8 "x20GA METAL STUDS W/ 5/8" TYPE 'X' GYP.BLT\ 1/2" TEMPERED GLASS WINDOW IN 4-1/2" x 2" ALUM. FRAME TEOF1CA11CN FCR THE INDICATT \ ASSEIEY. REFER TO U_'S DOCUIvENTAAIC{V FCR IIMPLE ASEN1N / RfWURENEWS AND A1LOWBLE CPTICN GYP Jv1 BOARD: 5 /g' THCK, 4FT WIDE, I ATTACHED TO STEEL STUDS AND FLOOR AND CRAG TRACK W11-11 IN. LONG, TYPE S STEEL SCREE SPACED 811\10.C. ALONG EDC-ES OF BOARD AND 12 IN. O.0 IN THE FlED CE THE BOR. ANIS OIRi WTED OT1CAJLY AND STAGGERED al CPPSTE SIDES CF THE ASSE1v1IY. 2 #6 SCREWS @ EACH CONNECTION 6" X 20 GA.- METAL STUDS AT 16" 0.C. TOILET 3 -5/8 "X20 GA. CONTINUOUS BOTTOM TRACK WITH 1/4" DIA. POWER DRIVEN PINS @48 "0.C. (ICBO #1639) L. BASE AND FLOOR PER PLANS PAINTABLE FIRESTOP SEALANT (BOTH SID J 1 STOREFRONT DETAIL 1 01 ILA � du 111111111111111111111111111111111111W D . 0�I LI G 18'- 1A. YP. SCALE: 3/4 " =1' -0" METAL "L" 1"x2" WALL TRIM (TOP OF TRIM @ 8' -0" A.F.F.) PAINT FINISH. UPLIGHT METAL "L" UPLIGHT IN TOP OF F.R. PARTITION SCALE:1— /2' =1'-0" TILE BASE 3/8" WOOD PANEL FINISH ON WR.GYP.BD. A.9 SCALE: 3 ° -1' —O' f4 i �t'! �i'I�ifi A.����44I�1,� .It►�!4�Y�'�, ?4i�� , ► �a�; Iwi ∎-! tu•- 4!Iw4;.,, ..c►!s��w�Z.'!iw���� +!► UNDERSIDE OF EXISTIN STRUCTU 3 -5/8" X 16 GA. CONT. TOP TRACK \ [ham w 7 0 EXISTING CONCRETE SLAB SECTION THROUGH F.R. /LOUNGE 1/2" CLEAR TEMPERED GLASS SIDE LIGHT 4 1/2" x 4 1/2" ALUMINIUM FRAME IN CLEAR ANODIZED FINISH (TYP.) SIDE LIGHT DETAIL 3 5 /8 "x2OGA METAL STUDS W/ 5/8" TYPE 'X' GYP.BD. TILE BASE L1 3/8" WOOD PANEL FINISH ON WR. GYP.BD. CEILING. BRACING WITH (2) 3 -5/8" X 20 GA. STUDS SCREWED TOGETHER. 3-5/8" X 20 GA. METAL STUDS @ 16" 0.0. (TYP.) 3 -5/8 "X20 GA. CONTINUOUS BOTTOM TRACK WITH 1/4" DIA. POWER DRIVEN PINS ©48" 0.0. (ICBO #1639) 5/8" TYPE "X" GYP.BD. NO CEILING OPEN FITTING ROOM LJ t1 STOREFRONT DETAIL Do7375 BOX COLUMN (4)3 5/8 "x16GA METAL STUDS SCREWED TOGETHER. A.8 SCALE:3 /4' -1' -0" 2" x 4 1/2" ALUM. FRAME IN CLEAR ANODIZED FINISH (TYP) 6 SCALE: 3' =1' -0 1/2" TEMPERED GLASS WINDOW IN 4-1/2" x 2" ALUM. FRAME SCALE: 3 =1'— 7120 11 REVISIONS CD DRAWN: 11.30.07 BLDG DEPT TENANT BLDG DEPT 02.11.08 LL /BID DEEPAK R. VORA STATE OF WASHINGTON C C InEWED FOR COMPLIANCE APPROVE JUN - 5 2008 Of Tukwila 1 DIVISION REGS ARCHITECT DATE: 09.20.07 SCALE: SEE DETAILS JOB: MPSOCM SHEET A.8 OF SHEETS CORRECTION QTR #_11__v to REVISION NO 1 RECEIVED JUN 04 2008 PERMIT CENTER BY drvd drvd drvd < CO 00 o0 N QQ 1 CL CO Iz zZ Lid I— Q � � J O O V) (f) LO Ir - - Mr��_ 1 5/8 X 4 1/8" CLEAR T 3/4" CHANNEL REVEAL 1111111111111111111111 1/2" TEMPERED SAFETY GLASS (TYP) 1 -5/8 "C" I CHANNEL STRUT, 8' -0" LONG I PERPENDICULAR TO CEILING I FRAMING MEMBERS 1/2" THREADED I ROD X2 PROVIDED BY C.C. INSTALLED I BY G.C. PER SIGN I CONTRACTORS SPECS I I FRONT OF SIGN (MALL SIDE) 4 -1 /2" A " 1/8" ANODIZED ALUMINUM BRAKE METAL CLADDING 5/8" TYPE 11■ rf LIGHT TO ILLUMINATE BACKGROUND SACK OF SIGN co 5- (STORE SIDE) oF n LI ANODIZED ALUM. COVER TRIM - 2"x4-1/2"x 1/2 MIN. " -1" MAX. 4 „ ` 'X' GYP.BD. LEASELINE 1 ' � 1 a ' 1 -3/4" FRAME DENSGLASS BOARD 2 "x4 1/2" ALUMINUM I 1 SECTION THRU STOREFRONT ( SOURCE - BY SIGN A.9 FRAME Ilp FABRICATOR r / SEE STOREFRONT SIGN SHOP DRAWINGS FOR SPECIFICATIONS .3 5 /8 "x2OGA. x/32" DIAM. DRIVEN O PMS @12 "O.C. ° . SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 1/2" WHITE TEMPERED GLASS 2 METAL FRAMING @ 16" 0.C. SCALE:NTS r / p r / � 1, BOX BEAM (2) SCREW 2 S # @ CONEC. (TYP) 2"x4 1 /2" ALUMINUM FRAME - 5 /s "x 1 6 CA. & (2) 8 "x16GA. CLEAR SILICON li i I I i r ' $ I 1/4" SHIM AS , � ° 1 /4" SHIM AS EX STIN� 24,. ��� �� . Ali ° EXISTING (TYP) ' CONCRETE SLAB f OPTION 1 OPTION 2 Mg --, • :.. ' --:". - . > SECTION THRU GLAZING WALL BASE WITH TILE FINISH A.9 , 5/8" TYPE 'X' GYP.BD. ECTION THRU 1 13 OREFRONT A.9 0 5/8" OA Elk IN PAINT 3/4 AND PAINT -- REV AP JUG City 1 RD N AND PAINT GYP. BD WALL 6' 3/4'' POPLAR BASE SUPPLIED & TALLED BY G.C. FINISH TO MATCH WOOD • .. '' . ; - . - ° .: :.. ... ... .:' ,; 1 /2' k CAULK � \ � � � _ CAULK WOOD BASE A.9 SCALE: FULL —,/ PARTITION CLEAR SILICONE BEAD CLEATS BY FIXTURE CONTRACTOR. LAMINATED WOOD SEAT TOP.(FINISHED IN THE FACTORY) CUT TO LENGTH IN FIELD (F.T.I.C.) LAMINATED WOOD SEAT FRONT.(FINISHED IN THE FACTORY) CUT TO LENGTH IN 2' -0" FIELD (F.T.I.C.) .C. TO INSTALL BENCH USING CLEATS FURNISHED BY FIXTURE CONTRACTOR H.C. FITTING ROOM 15 SEAT DETAIL A.9 SCALE 1 " =1' -0 1/2" CLEAR TEMPERED GLASS PAINT FINISH 1 5/8 X 4 1/8" CLEAR -1 , - 1/2" TEMPERED SAFETY GLASS (TYP) 1 -5/8 "C" I CHANNEL STRUT, 8' -0" LONG I PERPENDICULAR TO CEILING I FRAMING MEMBERS 1/2" THREADED I ROD X2 PROVIDED BY C.C. INSTALLED I BY G.C. PER SIGN I CONTRACTORS SPECS I I FRONT OF SIGN (MALL SIDE) 4 -1 /2" A 7 1 /8" CLEAR 11■ rf LIGHT TO ILLUMINATE BACKGROUND SACK OF SIGN co 5- (STORE SIDE) oF 7 i _; ANODIZED ALUM. COVER TRIM - 2"x4-1/2"x 1/2 MIN. " -1" MAX. 4 „ � ANODIZED ALUMINIUM CVER TRM 2"x4-1/2" x1- 3/4" STACKED SILLS LEASELINE 1 ' � 1 a ' 1 -3/4" FRAME DENSGLASS BOARD I 1 SECTION THRU STOREFRONT ( SOURCE - BY SIGN A.9 TENANT 7 FABRICATOR i SEE STOREFRONT SIGN SHOP DRAWINGS FOR SPECIFICATIONS �1 x/32" DIAM. DRIVEN O PMS @12 "O.C. ° . SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. MALL SECTION AT STOREFRONT SIGN 2 A.9 SCALE:NTS r 1/2" CLEAR TEMPERED GLASS PAINT FINISH v 1/2" TEMPERED 4 1/8" CLEAR -1 /2" A 1/2" TEMPERED SAFETY GLASS (TYP) 1 4 -1 /2" A SAFETY GLASS (TYP) 1/8" CLEAR 1 /8" CLEAR 11■ rf ip` P A ANODIZED ALUM. COVER TRIM - 2"x4-1/2"x i�■ d 1 /8" CLEAR ANODIZED ALUMINIUM ill COVER TRIM � ANODIZED ALUMINIUM CVER TRM 2"x4-1/2" x1- 3/4" STACKED SILLS ANODIZED ALUMINIUM COVER TRIM 1 ' � 1 a ' 1 -3/4" FRAME DENSGLASS BOARD III I I III II III III III I II I II II Ii I11I1lI II I Ii II I II I II III ON 3- �" X2OGA METAL STUDS SECTION THRU STOREFRONT A.9 = a °' TENANT TENANT c �1 x/32" DIAM. DRIVEN O PMS @12 "O.C. ° . 9/32" DIAM. DRIVEN O PMS @12 "O.C. MALL MALL T1 TILE T1 TILE CLEAR SILICON CLEAR SILICON ,` CAULK (TYP) CAULK (TYP) � 1/4" SHIM AS , � ° 1 /4" SHIM AS EX STIN� 24,. ��� �� . Ali ° EXISTING (TYP) ' CONCRETE SLAB " CONCRETE SLAB OPTION 1 OPTION 2 7 > SECTION THRU GLAZING WALL BASE WITH TILE FINISH A.9 SCALE: 3 " =1' _Jr 1/2" CLEAR TEMPERED GLASS PAINT FINISH ''I TO GYP.BD. 4-1/2"x 1- 3/4" ALUM. FRAME DECORATIVE FRAME ilk • 1 ip` #10 SCREWS @12" O.C. 3/8" WOOD PANELING FINISH GYP.BD. ON 3 5/8" 20GA METAL STUDS. _ 0: . . : 1 -1 III I I III II III III III I II I II II Ii I11I1lI II I Ii II I II I II III SECTION THRU STOREFRONT A.9 SCALE: 3 " =1' -0" \0TE: ( 4) - 12 GA. SPLAY S - SPLAYED 90 FROM EACH OTHER AN 45° MAX. FROM CEILIN PLANE. SECURE ALL SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE — NOT TO DECK. X 0 T UNISTRUT CONNECTED TO EXISTING STRUCTURE 6' -0" MAX FROM WALL & 12' -0" O.C.MAX CUT FLANGE OF STUD AND BEND WEB 90 DEG. ATTACH TO STRUCTURE W/ 3/16" DIA. SHOT -PIN (I.C.B.O. #1639) TO STRUCTURAL CONCRETE AND WITH (2) #12 SHEET METAL SCREWS TO STEEL DECKING WITH INSULATION 3 5 8 "x 20 GA. STEEL STUD COMPRESSION STRUT TYPICAL AT EACH BRACE LOCATION. FOR HEIGHTS GREATER THAN 10' -0" USE DOUBLE STUD COMPRESSION STRUTS SCREWED TOGETHER W / #6 SCREWS ©6" C. 45° 7/8" HAT - CHANNEL @ 1 5/8" METAL "C" 16" O.C. SECURED TO " (16 GA. MIN. @ CHANNEL (USE 8 GA. 4 -0 O.C.). WIRE MIN.). GYP BD. CEILING DETAIL SCALE: NTS METAL STUDS — SEE FLOOR PLANS FOR SIZES RECESSED STANDARD AS MANUFACTURED BY REEVE. SECURE TO METAL STUD WITH 1 1/4" TYPE 'S' BUGLE HEAD DRYWALL SCREWS (TYP.) STANDARD SUPPLIED BY FIXT. MANUF. AND INSTALLED BY G.C. — ALIGN SLOTS BOTH VERTICALLY AND HORIZONTALLY. ALL DIMENSIONS MUST BE MAINTAINED FOR PROPER GYPSUM BOARD INSTALLATION, REFER TO MANUFACTURER SPECIFICATIONS FOR FURTHER INSTRUCTION. EXPOSED 1/16" STUDS DIMENSIONED TO — GYPSUM BOARD OR EXISTING WALL CONSTRUCTION. REFER TO WALL TYPE. CENTER LINE OF RECESSED STANDARD RECESSED STANDARD DETAIL SCALE: 3 " =1' -0" 3/8" WOOD PANELING FINISH DECORATIVE FRAME SECTION THRU STOREFRONT 5/8" TYPE 'X' GYP. BD. PAINT FINISH TO GYP. BD. 4 -1 /2 "x1 -3/4" ALUM FRAME 1/2" CLEAR TEMPERED GLASS SCALE: 3 " =1' -0" NEW JOHNSONITE # EG -63 -W TRANSITION STRIP. 9 STAINED/ SEALED CONCRETE FLOOR NEW CARPET. 4 NOTE: VERIFY TRANSITION WITH LANDLORD CONC. TO CARPET FLOORING DETAIL 5/8" TYPE "X" GYP. BD. #10 SCREWS ©12" O.C. 1111111111111111 -TILE BASE 3/8" WOOD PANEL FINISH ON WR. GYP.BD. 47 - PAINT FINISH DECORATIVE FRAME STOREFRONT DECORATIVE FRAME EXISTING CONCRETE SLAB A.9 SCALE: FULL MERCER #160 UNIVERSAL REDUCER VINYL TILE FLOOR VINYL TO CARPET /8" CLEA ANODIZED ALUMINIUM COVER TRIM TENANT 9/32" DIAM. POWER DRIVEN PM @12"0.C. 4' OPTION 1 1/2" TEMPERED GLASS WINDOW IN 4-1/2" x 1 -3/4" ALUM. FRAME 4 - PAINT FINISH - DECORATIVE FRAME v DOOR IN CLOSED POSITION (WHERE OCCURS) CARPET 1/2 TEMPERED SAFETY GLASS (TYP) 1/8" CLEAR ANODIZED ALUMINIUM COVER TRIM 2x4 -1 /2 "x1 -3/4" STACKED SILLS 0 ) MALL CLEAR SILICON CAULK (TYP) 1/4" SHIM AS iEfD (TYP) EXISTIN CONCRETE SLAP SECTION THRU GLAZING WALL BASE WITH METAL FINISH 5/: x 0 METAL STUDS W/ 5/8" GYP. BD. , TILE BASE 1I, 3/8 WOOD PANEL FINISH ON WR. GYP. BD. A.9 SCALE: 3 " =1' -0' STAINED CONCRETE SURFACE GROUT JOINT FLOAT OUT TO TILE - WITH ARDEX SD --T SELF LEVELING, SELF DRYING CONCRETE TOPPING 1/8" TERRAZZO ANGLE W /CLEAR FINISH MALL FLOORING (VERIFY THICKNESS) EXISTING CONCRETE NOTE: VERIFY TRANSITION WITH LANDLORD STAINED CONCRETE TO MALL FLR'G A.9 SCALE: FULL 1/8" CLEAR ANODIZED, - Y ALUMINIUM COVER TRIM TENANT 9/32" DIAM. POWER DRIVEN PMS ©12" 0.C. OPTION 2 TENANT CYP.BD. SOFFIT ON 3 -5/8" 20GA METAL STUDS. SKYLIGHT SECTION 4-1/2 c) - 1 /2" WHITE TEMPERED GLASS MALL 1/2" CLEAR TEMPERED GLASS 1/2" TEMPERED SAFETY GLASS (TYP) 1 /8" CLEAR ANODIZED ALUMINIU COVER TRIM 2 "x4 -1 /2 "x 1 -3/4" FRAME DENSGLASS BOARD ON 3 -2" X20GA METAL STUDS MALL CLEAR SILICON CAULK (TYP) 1/4" SHIM AS ° EXISTING CONCRETE (TYP) CONCRETE SLA 2"X 4 -1 /2" ALUMINIUM FRAME 8 A.9 SCALE: 3"=1" 0" SCALE: 3 " =1'— CORRECTION 7120 DRAWN: REVISIONS 11.30.07 BLDG DEPT TENANT BLDG DEPT 02.11.08 LL /BID 04.25.08 4 FIELD 06.02.08 BLDG DEPT REGISTERED ARCHITECT DEEPAK R. VORA STATE OF WASHINGTON N c UJ Q J 0 !N�D MPLLgNCE OVED 5 2008 Tukwila DIVISION DATE: 09.20.07 SCALE: SEE DETAILS JOB: MP_SOCM HEET A.9 OF SHEETS LTR #_�.� *0 REVISION N RECEIVED tDo 37 S J LL I z 0 D 0 d1 L U 0 m co nzt- r PERMIT CENTEH BY drvd drvd drvd drvd drvd Q CO CO N < 1 0_ CO CO tz Li_JG) wQ 0 U7 rr) CD 0) N co co N a) co X c - r —, 0 c'J Q U U rn .N N 0 ro cn GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES REGULATIONS AND LANDLORD'S REQUIREMENTS. 2. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND JOB CONDITIONS. 3. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT, OR WHERE THERE APPEARS TO BE AN ERROR ON THE DRAWINGS OR A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE DESIGNER SHALL BE NOTIFIED AS SOON AS POSSIBLE FOR THE PROCEDURE TO BE FOLLOWED. IF THE CONTRACTOR PROCEEDS WITH THE WORK SO AFFECTED WITHOUT INSTRUCTIONS FROM THE DESIGNER, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECTS. THIS INCLUDES ERRORS IN THE SPECIFICATIONS AND NOTATIONAL ERRORS ON THE DRAWINGS WHERE DOUBTFUL OF INTERPRETATION. 4. IN THE CASE WHERE TWO OR MORE DETAILS APPLYING TO THE SAME PART OF THE WORK ARE IN CONFLICT, THE MOST RESTRICTIVE SHALL GOVERN UNLESS CLARIFIED OR OTHERWISE APPROVED BY THE DESIGNER. 5. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL CAREFULLY EXAMINE THE CONDITIONS AFFECTING HIS WORK BEFORE PROCEEDING, AND SHALL REPORT TO THE DESIGNER ANY CONDITION WHICH WOULD PREVENT THE PROPER AND LEGAL COMPLETION OF HIS WORK. NOT REPORTING ANY SUCH UNSUITABLE CONDITION WILL CONSTITUTE ACCEPTANCE OF ALL CONDITIONS BY THE CONTRACTOR AND /OR SUBCONTRACTOR. 6. APPROVAL OF SHOP DRAWINGS MEANS APPROVAL OF THE GENERAL METHOD OF FABRICATION ONLY. DIMENSIONS AND QUANTITIES MAY NOT BE CHECKED, AND APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY INDICATED IN THE APPROVAL. 7. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. WHERE DRAWINGS AND SPECIFICATIONS CONFLICT, THE MOST RESTRICTIVE SHALL APPLY. 8. LANDLORD'S BUILDING IS FULLY SPRINKLERED CONSTRUCTION. 9. PROVIDE 2A,1 DBC MINIMUM RATED FIRE EXTINGUISHER TO BE LOCATED WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL AREAS. PROVIDE ONE EXTINGUISHER FOR EACH 75 FEET OF TRAVEL. 10. PLANS OF ALTERATIONS TO EXISTING SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION OF SYSTEM. 11. DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT. CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXIT LIGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY DECORATIVE MATERIAL (UFC 11.204). 12. A "THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS" SIGN, WITH A MINIMUM ON (1) INCH HIGH LETTERS SHALL BE PROVIDED ADJACENT TO FRONT EXIT DOOR. PROVIDE INDICATIONG TYPE LOCKS ON DOORS. 13. NO HAZARDOUS MATERIALS, LIQUIDS OR CHEMICALS SHALL BE STORED OR USED WITHIN THE SUBJECT BUILDING AS TO REQUIRE A HAZARDOUS CLASSIFICATION PER APPLICABLE UNIFORM BUILDING CODE. 14. ALL INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECTED BUT NOT LESS THAN A FORCE OF 5 POUNDS PER SQUARE FOOT APPLIED PERPENDICULAR TO WALLS. 15. ALL EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 16. LIGHT, VENTILATION AND SANITATION SHALL COMPLY WITH SECTIONS OF APPLICABLE BUILDING CODES. 17. DOORS SHALL HAVE A CLEAR OPENING OF NO LESS THAN 32" WHEN OPEN AND BE OPERABLE BY A SINGLE EFFORT. 18. THE FLOOR INSIDE OR OUTSIDE OF A DOORWAY SHALL BE LEVEL FOR A DISTANCE OF 5'--0" FROM THE DOOR, IN THE DIRECTION OF THE DOOR SWING, AND SHALL EXTEND 18" BEYOND THE LATCH SIDE FOR INTERIOR DOORS AND 24" BEYOND THE LATCH SIDE FOR EXTERIOR DOORS. 19. SWITCHES AND CONTROLS FOR LIGHTS, VENTILATION, FIRE ALARMS, ETC. MUST BE PLACED NO MORE THAN 48" FROM THE FLOOR. 20. A 7' -0" MINIMUM VERTICAL CLEARANCE IS REQUIRED FROM THE FLOOR TO CEILINGS OR PROTRUDING WALL FIXTURES. 21. PROPOSED TOILET TO MEET HANDICAPPED REQUIREMENTS AS FOLLOWS: a. PROVIDE A SMOOTH, NON- ABSORBENT FLOOR FINISH - SHEET VINYL WITH A CONTINUOUS 5" HIGH COVE BASE EXTENDING UP THE WALL. b. WALLS WITHIN WATER CLOSET COMPARTMENTS AND WITHIN 2' -0" OF THE FRONT AND SIDES OF URINALS TO A HEIGHT OF 4' -0" SHALL BE FINISHED WITH PORTLAND CEMENT PLASTER OR AN ICBO APPROVED WATER RESISTANT DRYWALL COVERED WITH CERAMIC TILE OR OTHER APPROVED COVER MATERIALS. c. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. d. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, OR PINCHING OR TWISTING OF THE WRIST. 22. THE NUMBER OF EMPLOYEES PER SHIFT SHALL NOT EXCEED FOUR(4). 23. PROVIDE FIRE STOPPING AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES. 24. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, ETC.. MUST BE SUBMITTED TO, AND APPROVED BY, THE FIRE PREVENTION BUREAU BEFORE THIS EQUIPMENT IS INSTALLED. jc. PRATE PERMIT REQUIRED FOR: it Mechanical Electrical if/Plumbing LE Gas Piping City of Tukwila BUILDING DIVISION VICINITY MAP 1 PiDiftgliC g2 SPACE #1525 SOUTHCENTER MALL No r ,t. r;e/; or.. 633 SOUTHCENTER PARKWAY TUKWILA, WA 92188 NOTE: are ;nciud GENERAL CONTRACTOR GENERAL REQUIREMENTS GENERAL CONTRACTORS' SUPERINTENDENT MUST HAVE A LAPTOP COMPUTER CAPABLE OF E- MAILING WEEKLY UPDATE REPORTS AND PHOTOGRAPHS ON POWERPOINT OF JOB PROGRESS TO METROPARKS PROJECT MANAGER AND ARCHITECT /PROJECT COORDINATOR. THIS UPDATE MUST BE SENT IN EVERY FRIDAY BY NOON EST. PHOTOS TO INCLUDE: STOREFRONT /BARRICADE, SALES AREA, FITTING ROOMS, NON SALES, RESTOOMS; FRAMING, ELECTRICAL, HVAC, PLUMBING, AND ANY UNDERGROUND WORK IN PROGRESS. AT COMPLETION OF PROJECT, BUT PRIOR TO MERCHANDISING, A COMPLETE SET OF PHOTOS MUST BE TAKEN OF ENTIRE PROJECT. THESE PICTURES TO INCLUDE: STOREFRONT AND SIGNAGE WITH POWER ON TO SIGN IF ILLUMINATED. SALES AREA AND FIXTURES, CASH WRAP, FITTING ROOMS, NON SALES, ELECTRICAL INDICATING LOCKOUTS ETC. NOT TO SCALE SOUTHCENTER MALL FILE COPY Permit No. Plar review approval Is subject to errors and omissions. Approval of construction documents does not authorize II* *Won of any adopted code or CliftelliCe. BMW Reid Caw and windlass BY Cele. lidz KEY PLAN PROJECT ADDRESS: M E T R O P A R K SPACE #1525 SOUTHCENTER MALL 633 SOUTCENTER PARKWAY TUKWILA, WA 98188 -2888 LEVEL 1 SEPARATE PERMIT AND APPROVAL REQUIRED NOT TO SCALE INDEX OF DRAWINGS T.1 T.1.1 R.1 A.1 A.2 A.2.1 A.3 A.3.1 A.3.2 A.5 A.6 A.7 A.8 A.9 A.10 M.3 E.1 E.2 E.3 E.4 E.5 OWNER TENANT: WATER & SEWER: KEY PLAN, VICINITY MAP, PROJECT DATA RESPONSIBILITY SCHEDULE SITE PLAN (FOR REFERENCE ONLY) FLOOR PLAN, NOTES REFLECTED CEILING PLAN, LIGHT FIXTURE SCHEDULE DIMENSIONED REFLECTED CEILING PLAN I N TE 'LT" ELE ILO INTERIOR ELEVATIONS & FITTING ROOM DETAIL TOILET DETAILS STOREFRONT PLAN DETAIL AND ELEVATION STOREFRONT SECTIONS & DETAILS FIXTURE /EXITING PLAN AND DOOR SCHEDULE DETAILS DETAILS L LA DETAILS/SPECIFICATIONS AUDIO /VISUAL OUTLET PLAN MECHANICAL PLAN, SCHEDULE & NOTES PARTIAL PLUMBING PLAN, WASTE & WATER RISER' DIAGRAMS, TITUS AIR DISTRIBUTION DEVICES, DETAILS & NOTE.S SPECIFICATIONS LIGHTING PLAN. AUDIO SYSTEM SYMBOLS MASTER LIGHTING SWITCH BANK 8c NOTES ELECTRICAL PLAN & NOTES ELECTRICAL RISER DIAGRAMS, ELECTRICAL LOAD SUMMARY & ELECTRICAL PANELS. LIGHTING FIXTURE SCHEDULE SPECIFICATIONS PROJECT DATA PROJECT: METROPARK DESCRIPTION: RETAIL TENANT IMPROVEMENT LOCATION: SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 PH (206) 246 -0423 METROPARK 532 CORAL RIDGE PLACE CITY OF INDUSTRY, CA 91746 PH (626) 968 -1419 CONTACT: GERARD GASTELUM STEVE RUNYON BUILDING DEPARTMENT: BUILDING DIVISION 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 PH (206) 431 -3670 600 MINKLER BLVD. TUKWILA, WA 98188 PH (206) 433 -1863 PH (206) 433 -1864 H SCHEDULE, VENDORS LANDLORD CORPORATE OFFICE: WESTFIELD CORPORATION INC. 11601 WILSHIRE BLVD, SUITE 1100 LOS ANGELES, CA 90025 CONTACT: JOSHUA KIMMEL PH (310) 893 -4761 FX (310) 575 -5991 CONTACT: SOLEY BURNHAM PH (310) 575 -5959 LANDLORD MALL OFFICE: SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 PH (206) 246 -0423 PHONE: QWEST BUSINESS CUSTOMERS 1- 800 -603 -6000 EXIT REQUIREMENTS: TWO (2) EXIT REQ. TWO (2) EXITS PROVIDED CONSTRUCTION TYPE: TYPE IIB UNPROTECTED - NONCOMBUSTIBLE OCUPANCY: M- MERCANTILE GROSS LEASE PREMISES: 2843 ± SQ. FT. OCCUPANCY LOAD: TOTAL NUMBER OF OCCUPANTS: 75 SALES AREA: +1914 30= 64 LOUNGE: +202 - 30= 7 FITTING ROOMS: ±83 - 30= 3 STOCK ROOM + HALLWAY 294 300= CORRECTION LTR# TENANT'S ARCHITECT: DRV DESIGN 16466' BERNARDO CTR DR. #136 SAN, DIEGO CA 92128 PH (858) 592 -9205 FAX (858) 59 -8829 CONTACT: DEEPAK R. VORA STATE OF WASHINGTON REGISTERED ARCHITECT 7120 GAS'& ELECTRIC EXIT ILLUMINATION: EMERGENCY LIGHT SHALL BE PROVIDED AS SHOWN ON ELECTRICAL SHEETS. PUGET SOUND ENERGY 10885 NE 4th ST P.O. BOX 97034 BELLEVUE, WA 98009 -9734 PH 1- 888 - 225 --5775 (WITHIN WA.) PH (425) 452 -1234 (OUTSIDE WA.) FIRE: 444 ANDOVER PARK EAST TUKWILA, WA 98188 PH (206) 575 -4404 tukfd'adm@ci.tukwila.wa.us GOVERNING CODE: ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION. BUILDING: 2006 IBC WITH WASHINGTON STATE AMENDMENTS MECHANICAL: 2006 IMC WITH WASHINGTON STATE AMENDMENTS PLUMBING: 2006 UPC WITH WASHINGTON STATE AMENDMENTS ELECTRICAL: 2005 NEC WITH WASHINGTON STATE AMENDMENTS HANDICAP: CHAPTER 11 IBC AND OTHER INTERNATIONAL BUILDING. CODE REQUIREMENTS FOR BARRIER -FREE DESIGN ACCESS INCLUDING ICC /ANSI A117.1 -2003 FIRE: 2006 IFC WITH WASHINGTON STATE AMENDMENTS ENERGY: 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE RECEIVED CITY iii -!! . ,;!LA FEB 1 3 2008 PEt MI i GEN i ER MISCELLANEOUS NOTES: TENANT'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DISCREPCIES TO TENANT'S ARCHITECT. TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARDING CONSTRUCTION PROCEDURES, INSURANCE, ETC. AS SET FORTH BY THE LANDLORD. FIRE SPRINKLERS: AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A 13 STANDARDS AND LOCAL CODES & REGULATIONS. ALL WORK SHALL BE DONE BY QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. HEADS IN CEILING TILES TO BE CENTERED IN TILES WHEN IN A PUBLIC AREA. REVISIONS 11.30.07 l epS2M) ;ER F; Z Ju9' O lul BY BLDG DEEPAK R. VORA STATE OF WASHINGTON II cr LLI H- W 0 co co a 0) 0 1 - a) a) U 0 a C m co m rn CO ao N rn Ln a co N E o � c, O c N a7 CD Li? a) a cna DATE: 09.20.07 SCALE: N.T.S. DRAWN: JOB: MP_.SOCM SHEET T.1 OF SHEETS 1)401-11‘.;- Q PROPOSED ENTRANCE SIGNAGE PROPOSED ENTRANCE SIGNAGE SETBACK LIN PROPERTY LI PROPOSED WAYFINDING SIGNAGE PROPOSED RCYCLING AR PROPOSED WAYFINDING SIGNAGE PROPOSED ENTRANCE SIGNAGE 1 WAYFINDING SIGNAGE PROPOSED PARKING STRUCTURE 227,972 SF 584 SPACE SIGNALIZED INTERSECTION SIGNALIZED INTERSECTI cr SIGNALIZED INTERSECTION ISTING PARKING El I] 0 0® 0 2i1 e 6 [] El E 0 e© 6 6 Q A O 0 O 0 a p 6 6 A © 6 + rz f7• r C➢ o A A © 0 A a__As, 1iw 91.mn SIR 0 4t 8t AiNL (E) OLIVE GARDEN IGNALI TERSE FUTURE PAD SEE NOTE 1 .Innis Mt pr. MIME FIRESTONE JCPENNEY T.B.A. LEASE PARCEL 1.02 ACRES 38 CARS POST OFFICE IZED RS ECTI O SIGNALIZED INTERSECTI RE's liiiete FUTURE PAD SEE NOTE 1 RAI METROPARK #1525 REMAIN AS IS NORDSTROM 3 LEVELS ISTIr STR G P RKI G PING TO IN S IS XIS NG ARK G ST IPIN TO RE AI N AS I SIGNALIZED INTERSECTION PARK WA Y SIGNALIZED INTERSECTION STRANDER BOULEVARD 3 LEVELS ENTRANCE ) ENTRANCE C PROPOSED ENTRANCE SIGNAGE SIGN AG POT 5/5* SIGNALIZED INTERSECTION ACK LINE ERTY LINE PROPOSED WAYFINDING SIGNAGE REVIEWED t- : E N TR A N C B ODE COMPLIANCE SIGNAGE A i Cat /OfT�:�C "4l;, E � 3T gM.E� ri_T' q f 6 d RCYCLING AREA PROPOSED POLICE/ COMMUNITY ROOM PROPOSED FIRE CONTROL ROOM NUMBER 147 EXISTING MALL PROPOSED MALL EXPANSION 395,157 SF PROPOSED ENTRANCE SIGN AGE IIII A3.1 -50 PROPOSED ��= WAYFINDING SIGNAGE PROPOSED PARKING STRUCTURE "B" 229,476 SF 546 SPACES PROPOSED WAYFINDING SIGNAGE PROPOSED U.S.POST OFFICE b CARS PROPOSED BANK LEASE PARCEL 0.49 ACRE 22 CARS D RECFijI RT r . CITY L FEB 13 2008 PlEH i CEN fER NORTH 633 Southcenter Parkway Tukwila. WA., 98188 -2888 20B -24B -0423 er WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 --1748 Telephone 310 478 4456 Facsimile 310 47S 4468 THIS DRAWING IS AN INSTRUMENT OF SER'1 O. IS THE PROPERTY OF 1HE ARCHITECT AND MAY NOT BE REPRCOUCEO WITHOUT THE ARCHITECTS PEHWSSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PRO.ECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals /Phase: PERMIT /BID ADDENDUM J 02/05/2007 Key Plan: No. Revision PLAN CHECK REVISIONS IA REVISION 'I' A ADDENDUM J A A A A A A A A A A A A A A A A A Sheet Title PROPOSED SITE PLAN Job No. t@9 Date 6 -07-05 R.1 Date 2006 AUGUST 21 2006 Sept, 26 2007 Feb. 5 Scale 0 fi'- 103/4 REVISIONS BY -4 2 , _ 8 y „ 2 , _ 11.30.07 BLDG e DEPT drvd I I � — — — — — — � - — —� — — — — — — — — — i= � � __ ■ ■I�■ 02.08.08 e BLDG DEPT drvd CL7 - � B 2'_6 "c' � 2 0 X I V)x A , 2 I. © 2 „ 14' -0 A 4 _g Y4�� F.F. ! I \ n 28� o I 16 16 1611111 13- o O O C 2 , -0 „ L, II 4' -0" 4' -D" TYP. 1 D 29 b 28 E ! C C C 4'- $7 /Fi�� 4'-8 4'-87/8" � V 4'f87/:» C C 4-0 � � � � k D ! - 8� - , v 1 ■ Y 0 � - 21 n 1' -1 Y ' 2 N I N — rte ' - 0 " 0 0 MONITOR MOUNTED @7' B I I I ! 21 I ► 22 — 27 22 22 _ 25 d 2 11 12- I 11 F 28 F C • 0 — 4 0 ^ DJ SPACE _ g1 #1525 '\ 2 �- — Om MP Ns asar reog 05 ` c W _ ' LEVEL 1 .93% ` ._ -i SOUTHCENTER MALL \ ' 3 633 SCUTHCENTER PARKWAY 2,I TU K WI LA, WA 98188-2888 `� + I \ IEM i 29 28 D■ D> D> 4D Dp -0" A.F.Fil 0 ll N � II I 8' -4 ' 8 -4" - g�7 "I 16 7 17 17 17 I 17 \ -6n - - / 9 n 2' -ice ► — �D QD 4p » 8 _p D> E.• - 0 , a C D■ �► ap p 4D _ d I �� �` CL5 u� �- 10 - ----K - 28 — = I co I 8' -0" A.F.F. " 5 " 3 -0 /8x2,2 _ I TYP. 1 D> CL2 13> _ -I , ' -6' E • • E OO 14 - 2 -6 C 2' I _ Dp 4D 14 -0 8 I 21 21 •. -6 -0 r d } /� , cc, o -� I r L a C n ► A.F.F. , 4 -5 4' -5" 9 CL3 `- I 23 M co ��• 8 E _ O� r� I '- " 10 6 A.F.F. , 1 „ 4 � 21 O �� in `�' J 2 6 : � c 2 6 •, 10 �b 4 -0 " � , n 8 -0 21 = DD, - D DLL - \ 4'-10Y4" -10/4 d ! TYP. y p■ ' 0 -I -� oo ,.'`' ; 1 "E . 2 / - - J I �� o I , , I q 1.9 r a D P� 3 - \ n i I } - I � 1 0 • ! ! E I. -M O O 'f I I — Dp `� • 21 E • • 21 . • j 00 II �� 1111111111111111M 0) - 1D ;w, 17 — 18 D. 18 20 4 D 18 D► _ DP �D 18 <D cD 1 M 411 TYP�Ij - I 14 CL4 = 3 3 - Dp 27 Q D - / .� - I N 10' -6" A F.F. I oo� I pp , 18 4 33 pp Q D P- D O B 2 -6 w - _1 ♦ o I 6 -0 18� O y N E- -9' j 18-- -= Q D c= N —IEM D► `r N N -9 n N „ 1 -9 N-E� - 9' -- --� ._ I ♦ � 9 -954 1 V - 23 9 — } M� I 5' 9 %' 20 0 7 19 0 _ \ /1 1 ,1 - I ! Dp CL1 I , � r• I �, cv Dp Dp x . 21 Jail _ CL6 y— H _ 9 12 XA H 1 i L" = ° p p C C p . 4-8 ' 7 p p Q C C C C C p p 4- 87/8„ C p C 1 12' -0' A F „ 8 -0 A.F.F. r-1 4 -� 0 1 4' -87/ 4'-8 C Z ' „! - M _I X10 10 I I _ / C •�' _ ! / •�'_ •�' p CL5 1: 13 16 16 13 16 �i 6 = TYP. 2 4 13 rpi A $' -0” A.F.F. 3' -2" N 3' -2" 1 - X24 b y X2 / I 4 4, -D„ 4 , I — 1 REFLECTED CEILING PLAN I I 1' -4'r 4'-2)/8" SCALE: 1/4"=1'-0" REFLECTED CEILING PLAN NOTES 1 2 3 4 5 1 6 7 8 9 10 11I 12 GYP. BD. CEILING AT 14' -0" A.F.F. SC 2' x 4' SUSPENDED CEILING AT 14--0 A.F.F. GYP. BD. CEILING AT 8' -0" A.F.F. GYP. BD. SOFFIT AT 10' -6" A.F.F. P2 PAINT FINISH. NOT USED. NOT USED. GYP. BD. CEILING AT 10' -6" A.F.F. GYP. BD. SOFFIT AT 12' -0" A.F.F. PAINT FINISH. I CEILING MOUNTED STRIP LIGHT. DOWN LIGHT FIXTURE (TYP) 1 TUBE FLUORESCENT STRIP MOUNTED @ CEILING EXIT SIGN /EMERGENCY LIGHT WITH BATTERY PACK. EMERGENCY LIGHT WITH BATTERY PACK @ 13' -D" A.F.F. 14 15 16 17 18 1 g 19A 20 21 22 23 EXIT SIGN. NOT USED. 8' -0" LONG PERIMETER TRACK 8' -0" CENTER TRACK PENDENT 4' -O" CENTER TRACK PENDENT 6' -0" LONG TRACK MOUNTED 4' -O" LONG TRACK MOUNTED PENDANT LIGHT FIXTURE ABOVE RECESSED LIGHT FIXTURE AT LARGE PENDANT LIGHT FIXTURE, CEILING EXHAUST FAN. PENDENT MOUNTED @12' MOUNTED @ 10' -6" MOUNTED @ 10' --6" @CEILING. @ CEILING. CASHWRAP @ 85" A.F.F. SOFFIT (TYP). SUPPLIED BY OWNER. -0" A.F.F. A.F.F. 25 26 27 28 G.0 TO PROVIDE VERTICAL FLUSH CONCEALED 24 "X24" GLASSFIBER ACCESS PANEL IN GYP. BD. SOFFIT FOR MAINTENANCE. NOT USED. CURTAIN WALL FROM TOP OF SOFFIT ±1O' -11" TO ROOF DECK ABOVE. TOP OF PARTITION TO 8' -D" A.F.F. (TYP. @ FITTING ROOM). --- — . C N4.4 'i:, C, % c t:NA` '_,, CPC) r. 1. 2 o ∎, l'''''' A.F.F. ;' ` �k � .ri't *'s .._ � .,5 r'.'0 .; ,,.. �� � !�` ' t � . .,� . k �,� � '' 29 30 31 32 33 -- UPLIGHT FIXTURE ON TOP OF PARTITION. SEE DETAIL A 8 SPRINKLER NOTES: *SPRINKLER FULLY CONCEALED WHEN INSTALLED IN ANY GYP. BD. CEILING. *SPRINKLER WHITE IN GYP. BD. CEILINGS IN SALES AREA, LOUNGE AND FITTING *SPRINKLER BLACK IN STOREFRONT MONOPOINT LIGHT FIXTURE. 2s STOREFRONT SIGN. SEE DETAIL A 9 LEASELINE. GYP. BD SOFFIT @ 13' P1 PAINT FINISH. SEE DETAIL © -6" NOT USED. s 34 24 NOT USED. 16466 Bernardo Center Drive, Suite 136 San Diego, Ca 92128 PH 858,592.92051 FX 858.592.8829 www.drvdesign.com 13 LIGHTING FIXTURE SCHEDULE CEILING TYPES TYPE /WATTS SYMBOL DESCRIPTION MANUFACTURER NOTES TYPE /WATTS SYMBOL DESCRIPTION MANUFACTURER NOTES CL1 STOREFRONT SOFFIT: A * RECESS LO VOLTAGE HOUSING W/ BLACK TRIM FOR ABOVE JUNO O O RECESSED DOWN LIGHT P AR HOUSING JUNO 27C-WH TRIM FOR ABOVE 5/8" TYPE "X" GYP. BD. ON METAL STUDS. — CL2 SALES AREA: RECESS 2 LIGHT METAL HALIDE MULTISPOT, W/ BLACK TRIM JUNO FLUORESCENT UP LIGHT BIRCHWOOD (MOUNTED FIXTURE ON TOP OF DIVIDER WALL BETWEEN F.R) GYP. BD. CEILING @ 14' -0" A.F.F. B © I ®� K CL3 SALES AREA 50FFIT: 5/8" TYP "X" CYP. BD. ON METAL STUDS @ 10' -6" A.F.F. SEE DETAIL ICI RV Q ° ° WATT METAL HALIDE TRACK HEAD PENDENT METAL HALIDE BALLAST FOR ABOVE JUNO CEILING MOUNTED TRACK @ 12'- 0 "A.F.F. T4BL /4', T8BL /8' TRACK BLACK, T38BL/ LIVE END TRACK CONNECTOR BLACK Ark TWO TUBE, FLUORESCENT STRIP LIGHT L - F CEILING MOUNTED ' ►�► CL4 LOUNGE FITTING ROOM CEILING: D TRACK HEAD BLACK & TRANSFORMER FOR ABOVE JUNO PENDENT MOUNTED TRACK @ 1 O'- 6 "A.F.F. T4BL /4', T8BL /8' TRACK BLACK, T38BL/ LIVE END TRACK CONNECTOR BLACK © NELSON CIGAR PENDANT LAMP _ BOTTOM @ 7 -1 A.F.F. JBOX @ 13' -0" A.F.F. 5/8" TYPE "X" GYP. BD. ON METAL STUDS @ 10'-6" A.F.F. v Q ° CL5 TOILET ROOM: © RECESS 2 LIGHT MULTISPOT, HANGER BARS FOR ABOVE, W /WHITE TRIM. JUNO 0 OWNER SUPPLIED/ LARGE LINEN PENDANTS HAMPTON PENDANT MOUNTED, 48" DIA OVER HEAD LIGHT FIXTURE BOTTOM @ ±7' -6" A.F.F. JBOX @ 15' -0" 16" 5/8" TYPE "X" GYP. BD. CEILING ON 6 x 20GA. METAL STUDS AT 16 0.C. W /TAPED JOINT SANDED SMOOTH. PREPARE FOR PAINT FINISH. HEIGHT PER PLAN. ®01 — FLUORESCENT STRIP LIGHT L -F FIXTURE TO BE CHAIN HUNG IN OPEN CEILING AREA P (1 FAN BROAN BROAN INTERMATIC #FF3OM 30 MIN. TIMER W /FACE PLATE. © CL6 HALL CEILING: I 1 DATE: 09.20.07 5/8" TYPE "X" GYP. BD. ON METAL STUDS. HEIGHT PER PLAN v o TRACK HEAD WHITE & TRANSFORMER FOR ABOVE JUNO T4WH /4' TRACK WHITE, T8WH /8' TRACK WHITE, T38WH LIVE END CONNECTOR WHITE, T24WH IN LINE L CONNECTOR WHITE RECESSED EDGE LIT GREEN EXIT COMPLETE JUNO 90 MIN. BATTERY BACKUP. SCALE: 1/4 " =1' -0" © AIL CL7 STOCKROOM CEILING: _ ° 2' x 4' SC SUSPENDED CEILING @ 14' -0" A.F.F. DRAWN: �� LED EXIT /BATTERY PACK/ 2 HEAD EMERGENCY JUNO BLACK FINISH ia 0 FLUORESCENT RECESS HOUSING (WHITE TRIM) JUNO 820CWH /TRIM FOR ABOVE, HB -26 HANGER BARS FOR ABOVE. JOB: MP_SOCM 0 — SHEET A.2 OF SHEETS ® 1 2 HEAD EMERGENCY JUNO BLACK FINISH ® 0 FLUORESCENT RECESS HOUSING W/ EMERGENCY LIGHT JUNO 820CWH /TRIM FOR ABOVE, HB -26 HANGER BARS FOR ABOVE. w STOREFRONT SOFFIT DETAIL PLAN NOTES: 5/8" TYPE 'X' GYP. BD 2 - #6 SCREWS @ CONEC. (TYP) GYP. BD. SOFFIT @ f 13'- 6 "A.F.F. GYP. BD. SOFFIT @ 1O'- 6 “A.F.F. SOFFIT DETAIL STOREFRONT SOFFIT. HEIGHT VARIES. SCALE: 3/4--1.-0- 1. 0 • 0 • CD 77 N 00 d- I 7 —4” • 26' -4)" 0 rT -4 4'— N 9/ wul 0 ':117E.17 STE-) CC C 1 [j 0 j 1 0 iy N -4 1011 I li. 4' -0" 2 5 6 7 GYP. BD. CEILING AT 14' -0" A.F.F. GYP. BD. SOFFIT AT 12' -0" A.F.F. GYP. BD. SOFFIT AT 10' -6" A.F.F. SEE DETAIL 4' -0" DIAMETER CHANDELIER. EXISTING STRUCTURAL COLUMN. DEMISING WALL. FURRED WALL. -5/8 20GA METAL STUDS @ 16" 0.0. BOX BEAM (2)3 5 /8 "x16GA. & (2)12 "x16GA. METALS STUDS SCREWED TOGETHER 5/8" GYP.BD. ON 3 5/8 ", 20 GA. METAL STUDS @ 16" 0.0 Mt.W.ftttitNeiafeSZNRSBN II*II II 11 , i II 1 6" 1 5/8" GYP.BD. ON 3 5/8 " 200A_ METAL STUDS @ 16" 0.0. 3 -5/8" X 20 GA. TOP TRACK SECURED TO UNDERSIDE OF STRUCTURE 3-5/8" X 20 GA. TOP TRAC SECURED TO UNDERSIDE OF STRUCTURE 0 0 3 5/8 ",20 GA. METAL STUDS @ 16" O.C. 6" UNDERSIDE OF STRUCTURE 3 5/8" 20 GA. METAL STUDS @ 16" O.C. DIAGONAL BRACING @ 48" 0.C. 5/8" GYP.BD. ON 3 5/8. ", 20 GA. METAL STUDS @ 16" 0.C. UNDERSIDE OF STRUCTURE Mriftfitifa anti STE 5/8 GYP.BD. ON 3 5/8, 20 GA. METAL STUDS @ 16" O.C. 6" SECTIONS THRU DECORATIVE FLOATING CEILING SOFFIT A.2.1 SCALE: 1 /2 " =1 -0" Dc 7 STOREFRONT SOFFIT DIMENSION PLAN SCALE: 1 /2 " =1' -0" REVISIONS Z r W r BY 7120 DEEM R. VORA STATE OF WASHINGTON co FECEIV :0 CITY OF ] ; • ,.,A FEB 13 2008 P f ev�E c;LN 6 LR CD CO as C) C 0] U 0 C CD cO DATE: 09.20.07 SCALE: 1 /2 " -1' -0" DRAWN: JOB: MP_SOCM SHEET A.2.1 OF SHEETS 0 \ \ 0 \ \ 0 \ \ 21 4 2O - P4 ELEVATION SCALE: 1/4" - V-0" 35 9 ELEVATION 32 SCALE: 1/4" = 1 -0 ELEVATION SCALE: 1/4" = 1' -0 — 121 P6 ELEVATION I I SCALE: 1/4" = 1' -0 "V 6 14 I I I I 29 14 20 �P I I 14 24 9 24 I I J 9 1 = _ , 3 �P2> 35 C0 1 / II� 14 29 21 OPEN OPEN 21 OPEN N OPEN a \ \ ELEVATION SCALE: 1/4" = 1' ---0" 3 P2 35 21 7 / ELEVATION SCALE: 1/4" = 1' -0 " \J 10 OPEN OPEN N;; 16 7 11 27 r 22 22 27 DAUB IOU•■ M IIO•AIT 28 31 II I I 9 OPEN TO SALES AREA N 8 31 14 24 28 9 JII = =9 27 5 29 22 9 16 2 6 --- CP4> ---- 33 21 21 21 12 11 --- 120 9 22 J 4 10 --- 2O ---13 19 15 co 33 ELEVATION SCALE: 1/4" - 1' -0 I ,' 1 \ 18 - 12 "MAX BENCH ELEVATION SCALE: 1 /4" = 1' -0" 0 H21 H 3 35 16 7A 29 -21 0 NOTE: PROVIDE CLEAR SILICON CAULKING AROUND, TRIMS, MIRRORS, ETC. 0 \ \ \ - CLOTHING HOOK MOUNTED © 48" A.F.F. 0 • 29 11 9 0 ELEVATION SCALE: 1/4" = 1' -0 INTERIOR ELEVATIONS NOTES: 1 2 3 4 5 6 7 7A 8 9 10 11 12 13 14 15 16 17 NOT USED. NOT USED. () PAINT FINISH TO GYP. BD. P. BD. SOFFIT 12' -O A.F.F. @ STOREFRONT, P7 PAINT FINISH. GYP. BD. CEILING C0 10' -6" A.F.F. P2 PAINT FINISH. OUTLINE OF FIXTURES, PROVIDED BY FIXTURE CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. WALL TRIM, PAINT FINISH TO MATCH WALL (TOP OF TRIM 10'- 6 "A.F.F) 1"x2" WALL TRIM, P2 PAINT FINISH (TOP OF TRIM © 8' -0 "A. F. F) \ BACKWRAP PROVIDED BY F.0 INSTALLED BY G.C. PAINTED SEE DETAI 7A 4P 1) PAINT F METAL MEGAWALL PENDANT LIGHT FIXTURE © 7' -1" A.F.F. EMERGENCY LIGHTS MOUNTED ©13' --0" A.F.F. SURFACE MOUNTED DISPLAY MONITORS. SIZE VARIES BY LOCATION. PROVIDED BY F.C. INSTALLED BY G.C. REFER TO SHOP DRAWINGS FOR MORE DETAILS. INSTALL OWNER PROVIDED SHELF & TUBE HANGER TOP AT MOUNTED 6' -0" A.F.F. SPEAKER BRACKET AT 12' -0" A.F.F. 24" X 60" MIRROR MOUNTED ON WALL. 17 19 SE. SUPPLIED AND INSTALLED BY G.C. GYP. BD. CEILING © 14 -0" A.F.F. (P2) ELEVATION SCALE: 1/4" = 1' -0 6 0 9 \ \\ t ELEVAT1014 SCALE: 1/4" = 1' -0" 10 Dn5 OPEN N N OPEN A.3 N 5 7A 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 15 19 ENCH INSTALL CLOTHING HOOK MOUNTED © 48" A.F.F. (PER A.D.A) WALL COVERING TO WALLS (TYP) 0 FITTING ROOM TO 8'- D "A.F.F. 11 0 PAINT FINISH P6 PAINT FINISH 1/2" CLEAR TEMPERED GLASS WINDOW. 3 -WAY MIRROR WALL BUMP METAL SLAT FIXTURE. CURTAIN WALL FROM BOTTOM OF SOFFIT TO DECK ABOVE. 24 "X24" ACCESS PANEL COORDINATE LOCATION WITH C.C. IN FIELD. CLEAR ANODIZED ALUMINIUM FINISH. SENSORMATIC SYSTEM. GYP. BD. CEILING ©10' -6" A.F.F. BACKWRAP WALL LOGO AND LE I I ERS BY SIGN CONTRACTOR. (2) 3' -0" x 9' -0" 1/2" CLEAR TEMPERED GLASS DOORS WITH TOP AND SIDE LIGHTS, BOTTOM BAR ETC. LOCATION OF THERMOSTAT @ 54" A.F.F. J BOX 0 13' -0" A.F.F. J BOX © 15' -0" A.F.F. 10 34 0 9 P6 (P2) 16 SCALE: 1/4" = 1' -0 \ \ 7A ELEVATION 1 19 BENCH REVISIONS 11.30.07 BLDG DEPT 02.08.08 BLDG DEPT BY drvd drvd 0 DEEPAK R. VORA STATE OF WASHINGTON RECEIVED c �T�� T. FEB 13 2008 PENAI ULNIE,R co Co rn 0 m c U C co DATE: 09.20.07 SCALE: 1/2"-1'-0" DRAWN: JOB: MP_SOCM SHEET A.3 OF SHEETS SOUTHCENTER 29 29 \ 21 P6� i l ' „s — ,a L ----- 1211"--- L =1l 6 P P� i i II II , II == ' I 1 ff I f / / II / / H \E: \ 1 „8t \ \ \ \ ' / 14 -- I " `� I I OPEN 21 �} I 21 • 0 / P6 I � `) N N OPEN \ \ 1 9 32 9 23 9 \ r 0 \ \ 0 \ \ 0 \ \ 21 4 2O - P4 ELEVATION SCALE: 1/4" - V-0" 35 9 ELEVATION 32 SCALE: 1/4" = 1 -0 ELEVATION SCALE: 1/4" = 1' -0 — 121 P6 ELEVATION I I SCALE: 1/4" = 1' -0 "V 6 14 I I I I 29 14 20 �P I I 14 24 9 24 I I J 9 1 = _ , 3 �P2> 35 C0 1 / II� 14 29 21 OPEN OPEN 21 OPEN N OPEN a \ \ ELEVATION SCALE: 1/4" = 1' ---0" 3 P2 35 21 7 / ELEVATION SCALE: 1/4" = 1' -0 " \J 10 OPEN OPEN N;; 16 7 11 27 r 22 22 27 DAUB IOU•■ M IIO•AIT 28 31 II I I 9 OPEN TO SALES AREA N 8 31 14 24 28 9 JII = =9 27 5 29 22 9 16 2 6 --- CP4> ---- 33 21 21 21 12 11 --- 120 9 22 J 4 10 --- 2O ---13 19 15 co 33 ELEVATION SCALE: 1/4" - 1' -0 I ,' 1 \ 18 - 12 "MAX BENCH ELEVATION SCALE: 1 /4" = 1' -0" 0 H21 H 3 35 16 7A 29 -21 0 NOTE: PROVIDE CLEAR SILICON CAULKING AROUND, TRIMS, MIRRORS, ETC. 0 \ \ \ - CLOTHING HOOK MOUNTED © 48" A.F.F. 0 • 29 11 9 0 ELEVATION SCALE: 1/4" = 1' -0 INTERIOR ELEVATIONS NOTES: 1 2 3 4 5 6 7 7A 8 9 10 11 12 13 14 15 16 17 NOT USED. NOT USED. () PAINT FINISH TO GYP. BD. P. BD. SOFFIT 12' -O A.F.F. @ STOREFRONT, P7 PAINT FINISH. GYP. BD. CEILING C0 10' -6" A.F.F. P2 PAINT FINISH. OUTLINE OF FIXTURES, PROVIDED BY FIXTURE CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. WALL TRIM, PAINT FINISH TO MATCH WALL (TOP OF TRIM 10'- 6 "A.F.F) 1"x2" WALL TRIM, P2 PAINT FINISH (TOP OF TRIM © 8' -0 "A. F. F) \ BACKWRAP PROVIDED BY F.0 INSTALLED BY G.C. PAINTED SEE DETAI 7A 4P 1) PAINT F METAL MEGAWALL PENDANT LIGHT FIXTURE © 7' -1" A.F.F. EMERGENCY LIGHTS MOUNTED ©13' --0" A.F.F. SURFACE MOUNTED DISPLAY MONITORS. SIZE VARIES BY LOCATION. PROVIDED BY F.C. INSTALLED BY G.C. REFER TO SHOP DRAWINGS FOR MORE DETAILS. INSTALL OWNER PROVIDED SHELF & TUBE HANGER TOP AT MOUNTED 6' -0" A.F.F. SPEAKER BRACKET AT 12' -0" A.F.F. 24" X 60" MIRROR MOUNTED ON WALL. 17 19 SE. SUPPLIED AND INSTALLED BY G.C. GYP. BD. CEILING © 14 -0" A.F.F. (P2) ELEVATION SCALE: 1/4" = 1' -0 6 0 9 \ \\ t ELEVAT1014 SCALE: 1/4" = 1' -0" 10 Dn5 OPEN N N OPEN A.3 N 5 7A 18 19 20 21 22 23 24 25 26 27 28 29 30 32 34 15 19 ENCH INSTALL CLOTHING HOOK MOUNTED © 48" A.F.F. (PER A.D.A) WALL COVERING TO WALLS (TYP) 0 FITTING ROOM TO 8'- D "A.F.F. 11 0 PAINT FINISH P6 PAINT FINISH 1/2" CLEAR TEMPERED GLASS WINDOW. 3 -WAY MIRROR WALL BUMP METAL SLAT FIXTURE. CURTAIN WALL FROM BOTTOM OF SOFFIT TO DECK ABOVE. 24 "X24" ACCESS PANEL COORDINATE LOCATION WITH C.C. IN FIELD. CLEAR ANODIZED ALUMINIUM FINISH. SENSORMATIC SYSTEM. GYP. BD. CEILING ©10' -6" A.F.F. BACKWRAP WALL LOGO AND LE I I ERS BY SIGN CONTRACTOR. (2) 3' -0" x 9' -0" 1/2" CLEAR TEMPERED GLASS DOORS WITH TOP AND SIDE LIGHTS, BOTTOM BAR ETC. LOCATION OF THERMOSTAT @ 54" A.F.F. J BOX 0 13' -0" A.F.F. J BOX © 15' -0" A.F.F. 10 34 0 9 P6 (P2) 16 SCALE: 1/4" = 1' -0 \ \ 7A ELEVATION 1 19 BENCH REVISIONS 11.30.07 BLDG DEPT 02.08.08 BLDG DEPT BY drvd drvd 0 DEEPAK R. VORA STATE OF WASHINGTON RECEIVED c �T�� T. FEB 13 2008 PENAI ULNIE,R co Co rn 0 m c U C co DATE: 09.20.07 SCALE: 1/2"-1'-0" DRAWN: JOB: MP_SOCM SHEET A.3 OF SHEETS SOUTHCENTER 1 3 4 9 f 2 „0 - ,8 H 7' ' , � / / / ;\ \ \\ \ \ �P2 2 / � „0 -,Z 5 5 VGA 1 3 4 9 \\ \ \ J 2 / � „0 -,Z / / / / VGA i 15 11 1 4 9 J „0 -,Z 10 11 MIRED C wr.. / / / / / \ \ \ \ \ u 3 El r -- MTh JAM YET Ii41IiIIIIiOI mm n Yuen oxano wogs z ma, 5 5 5 0 HALLWAY 0 ELEVATION SCALE: 1/4" = 1' -0 12 P2 1 / / / / / ELEVATION SCALE: 1/4" = 1 ' -0 STOCKROOM 14 ELEVATION SCALE: 1/4" = 1' -0 ELEVATION SCALE: 1/4" = 1' -0 15 2 ---- r ------- - - - -_- - - - -- N 0 0 0 0 ELEVATION SCALE: 1/4" = 1 ' -0 / / / / / \ \ ELEVATION SCALE: 1/4" = 1'— ELEVATION SCALE: 1/4" = 1' -0 0 14 ELEVATION SCALE: 1/4" = 1' -0 12 14 I I, 6 6 0 Q C i 10' -0" MAX FOR SINGLE STUD. 18' -0" MAX FOR DOUBLE STUD. 4M /• fi r∎ . : 41 . 11 4 RP I 11 11 1%, 4 0.t 3 5/8 "x 20 GA. COMPRESSION STRUT AT EACH BRACE 12 GA. VERTICAL HANGER WIRE AT 4' -O"" O.C. W/ 3 TIGHT TURNS WITHIN 1 -112" TYP. TOP AND BOTTOM OF WIRE. TYP. GRID TEE CONNECTION 12 GA. SPLAYED BRACE WIRE SET AT 80 "x 12' -0 ". INTERSECTION FROM CROSS RUNNERS TYP MAIN RUNNERS TYP LATERAL SUPPORT BRACE 17 O.C. EACH WAY Mq LATERAL SUPPORT BRACE 12' -0" O.C. EACH WAY 6' -O" MAX. LATERAL SUPPORT POINT WITHIN 6' -0" OF EA WALL by A AI A 2 "X 2" L AROUND PERIMETER FACE OF WALL OR DEMISING PARTITION 12' -0" O.C. EACH WAY y TO LATERAL SUPPORT POINT SI S • N P & B ( SUSPENDED CEILING D E STRUCTURE ABOVE CUT FLANGE OF STUD AND BEND W B ,90 DEC. ATTACH 0 STRUCTUR W/ 3 16 DIA. SHOT -PIN I.C.B.O. 1639 S # TRUCTURAL CONCRETE E AND WIT SHEET TEEL DECKING WITH 3 5 /8 "x 20 CAA (10' -0" max FOR SINGLE STUD. USE DOUBLE STUD BETWEEN 10' -0" & 18' -0" A.F.F.) STEEL STUD COMPRESSION STRUT TYPICAL AT EACH BRACE LOCATION. ATTACH TO CEILING GRID WITH (2) #8 SHEET ETAL SCREWS. NOTCH WEB OF STRUT AT GRID. 12 GA SPLAYED BRACING WIRE NOTE: COMPRESSION STRUT: STEEL SECTION W/ L/R RATIO OF 200 MAX. STRUT SHALL NOT REPLACE HANGER WIRE MAIN RUNNER CROSS TEE 1/ CROSS RUNNER MAIN RUNNER CEILING TILE IN METAL SUSPENSION „ GRID SYSTEM LATERAL SUPPORT BRACE 3 5 8"x 20 GA. STEEL STUD VER I. COMPRESSION STRUT NOTCH WEB AT CEILING GRID 12 GA SPLAY WIRE BRACING IN PLANE j OF EA CH H TIGHT TU RUNNRNE S I SE N CURE 1- EN,DS TYP. WITH FO 2 STE AT 45° (FROM HORIZ. MAX. POSITION SPLAY WIRES N T MORE THAN 8' -0' x 12' -0" O.C. AND WITHIN 4' ---0" PERIMETER WALLS. HORIZ RESTRAINT WIRES 5/ 45° ivIAX. MAIN RUNNER CROSS RUNNER MIN 2" SEISMI LOCKING CLIP WALL HANGER WIRE TIE W/3 TURNS I N 1 1/2" TYP MAIN RUNNER 0 MIN ;4" AT UNATTACHED WALLS ti PERIMETER ANGLE SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. SUSPENDED CEILING DETAIL IN ACCORDANCE WITH ASCE STANDARDS 9.6.2.6.2.2 CROSS RUNNER SUSPENDED CEILING NOTES. 1. ALL HANGER WIRE SHALL BE #12 GALV. WIRE OR CODE — APPROVED EQUAL. 2. ALL HANGER AND RUNNERS SHALL BE ACURATELY LEVELED AND BE SPACED IN ACCORDANCE WITH LEVELED AND BE SPACED IN ACCORDANCE WITH MANUF. SPECS. 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHT OUT SHALL BE CAPABLE OF WITH STANDINGS DESIGN LOADS REQUIRED BY LOCH CODES 4. AT LIGHT FIXTURES PROVIDE #12 GAL—WIRE AT DIAGONAL OPPOSED r` e A.3.1 SCALE: NTS 1 PLAN 0 B 0 0 14 "x14' OPENING FOR MONITOR z O N) MONITOR DUPLEX OUTLET LOW VOLTAGE ICABLE N I i l I 3 —%" METAL STUDS @1 6"0.C. 4 ---0" Q. EQ. 2" Q. EQ. 0 D IT WALL COVERING TO WALLS MED TO 8'- 0 "A.F.F. 1"x2" WALL TRIM (TOP OF TRIM © 8'- 0 "A.F.F.) PAINT FINISH. FOR PARTITION WALL HEIGHTS CONSULT A.1 SHEET NOTE: ADJUST LOCATION OF MONITOR TO CLEAR WALL STANDARDS. ELEVATION 3a INTERIOR ELEVATIONS NOTES: 1 2 [ 5 6 8 9 10 11 12 13 14 15 D 15 24" x 60" MIRROR ON WALL MOUNTED @ 12" A.F.F. TOP OF MIRROR @ 6' —O" A.F.F. MONITOR ON WALL CENTERED @ 60" A.F.F. SHELVE & TUBE HANGER. TOP OF SHELVE © 6' -0" COAT HOOK OUTSIDE DOOR @ ±5' -0" A.F.F. P2 PAINT FINISH TO WALLS (TYP @ STOCKROOM) 44 PAINT FINISH TO WALLS. O. PAINT FINISH TO GYP. BD. CEILING @8' -0" A.F.F. (VW B -1) 4" VYNIL WALL BASE. ELECTRICAL PANELS. FLOOR MOUNTED MOP SINK. ELECTRICAL TRANSFORMER. P.O.S. EQUIPMENT, AUDIO VISUAL RACK BACKBOARD. MICROWAVE OVEN. MINI REFRIGERATOR. SURFACE MOUNTED WALL STANDARDS @16" O.C. WITH 12" SHELVING. NOT USED. MOBILE SHELVING SYSTEM, BY SHELVING CONTRACTOR. FABRICATOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. WALL MOUNTED HIGH AND LOW WATER DRINKING FOUNTAIN IN ACCORDANCE WITH A.D.A. NOTE: PROVIDE CLEAR SILICON CAULKING AROUND, TRIMS, MIRRORS, ETC. 0 E 6" PAINTED WOOD BASE. u EQ ELEVATION 3 2'x4' SUSPENDED CEILING @ 14' -0" A.F.F. 6" PAINTED WOOD BASE. 18" 2' TYPICAL FITTING ROOM DETAILS ELEVATION 1 0 z J w 0 9 ) Chi f U rTa �� : ,U i _ 0 z Z : C 0 00 0 z w U ca 0 0 00 6" PAINTED WOOD BASE. ELEVATION 4 6" PAINTED WOOD BASE. 0 Co ,F. OPEN OPEN w ELEVATION 2 e 2 A.3.1 =1 -0 e REVISIONS 11.30.07 7120 DEEPAK R. VORA STATE OF WASHINGTON Ln L LLJ Q�uJ 0 REGISTERED ARCHITECT r 0 « DO CC CK DO W W Z W CD I ~ Q U) (I) C9 RECEIVnr) CITY OF L :IA FEB 1 3 2008 QI=I I�j f GEN I rit CO.0 W � Ogi co DATE: 09.20.07 SCALE: 1 /2 " =1 ' -0" DRAWN: JOB: MP_.SOCM SHEET A.3.1 OF SHEETS BY BLDG CLEARANCE /005NIVM d4 . Y - , x )wi „17 -,6 r' , \ «LZ TOILET SEAT COVER DISPENSER AT 44" A.F.F. 16 "DEEP SHELVES ELEVATION 1 (MOUNT WATER CLOSET AND LAV. CONTROLS ON THE WIDE SIDE). ROLL PAPER DISPENSER "BOBRICK B253" O CJ7 GRAB BAR GRAB BARS PLAN Q FLUSH ACTIVATOR ON WIDE SIDE OF WATERCLOSET NO RIC MORE THAN 44" �; F E " TICAL GR *B BAR 36" 6" COVE BASE 0" DIA. TURN ca AROUND ROLL PAPER HOLDER PRO "I ACCESSIBILITY FACILITY SIGN ON DOOR AND ALSO PROVIDE BRAILE SIGNAGE ON LATCH SIDE (IF REQUIRED BY CODE) AS PER A.D.A. AND LOCAL CODE REQUIREMENTS. ELEVATION 2 FINISH NOTE: WAINSCOAT TO BE F.R.P. PANELS OR CERAMIC TILE ON W.R. GYP.BD.. WALLS AND CEILING TO BE P -2 EGGSHELL FINISH PAINT. FLOOR TO BE SHEET VINYL COVE WRAP AT WALLS PROVIDE VERTICAL 18' GRAB BAR PER [ICC /ANSI A117.1 -2003 Sec. 604.5.1] BLOCKING WILL NEED TO BE PROVIDED FOR ANCHORING THIS GRAB BAR. GRAB BAR MIRROR 16 "DEEP SHELVES x N) N ELEVATION 3 FAUCET CONTROLS TO CONFORM TO A.D.A. AND APPLICABLE CODE REQUIREMENTS. LEVER OPERATOR TO BE PUSH —TYPE AS PER APPROVED ACCEPTABLE TYPE. n 1 z ELECTRICAL m RECEPTACLE WITH G.F.C.I. AT 44" AFF ROLL PAPER DISPENSER "BOBRICK 8253" LL 0 NOTE: AREA UNDER SINK TO BE CLEAR OF ANY SHARP ABRASIVE SURFACES. INSULATE PIPES. TYPICAL TOILET DETAILS SCALE 1 /4 " =1' -0' FLUSH ACTIVATOR ON WIDE SIDE OF WATERCLOSET NO MORE THAN 44" A.F ROLL PAPER HOLDE ELEVATION 1 (MOUNT WATER CLOSET AND LAV. CONTROLS ON THE WIDE SIDE). GRAB BARS PLAN x VERTICAL RAB BAR ROLL PAPER DISPENSER " BOBRICK B253" PAPER, HOLDER 18" If 36 NMI • TOILET SEAT COVER DISPENSER AT 44" A.F.F. ROLL PAPER GRAB DISPENSER BAR "BOBRICK B253" F4y F 60" DIA. s 1. TURN II AROUND pj PROVIDE A ESSIBILITY F A C I L I T Y Tv SIGN ON %lint DOOR AND ALSO PROVIDE BRAILE SIGNAGE ON LATCH SIDE (IF REQUIRED BY CODE) AS PER A.D.A. AND LOCAL CODE REQUIREMENTS. ELEVATION 2 16 "DEEP SHELVES FINISH NOTE: WAINSCOAT TO BE F.R.P. PANELS OR CERAMIC TILE ON W.R. GYP.BD.. WALLS AND CEILING TO BE P -2 EGGSHELL FINISH PAINT. FLOOR TO BE SHEET VINYL W/ 6" COVE WRAP AT WALLS PROVIDE VERTICAL 18" GRAB BAR PER [ICC /ANSI A117.1 -2003 Sec. 604.5.1] BLOCKING WILL NEED TO BE PROVIDED FOR ANCHORING THIS GRAB BAR. GRAB BAR MIRROR ELEVATION 3 FAUCET CONTROLS TO CONFORM TO A.D.A. AND APPLICABLE CODE REQUIREMENTS. LEVER OPERATOR TO BE PUSH —TYPE AS PER APPROVED ACCEPTABLE TYPE. m RECEPTACLE WITH G.F.C.I. AT 44" AFF 0 10 ELECTRICAL NOTE: AREA UNDER SINK TO BE CLEAR OF ANY SHARP ABRASIVE SURFACES. INSULATE PIPES. TYPICAL TOILET DETAILS A.3.2 SCALE 1 /4' =1' -0' \\\ D E COMPLIANC A.??Rovecp \ 3 ) ) ,:s REVISIONS 11.30.07 BY BLOC 7120 DDEPAK R. VORA STATE OF 6ThSHINGt"OH Q Q Q (NI a v- W �ZZ W W U IT� M 0 0 Ur) (r) CITY ECE FEB 13 2008 CEiN i• CO oo DO N DJ 03 V , m co cti 0 a m CO CO Cn co op ni I0 cc LO co N x LL E o C%1 a U ° CI 0 a C u' o � a • m CA • a DATE: 09.20.07 SCALE: 1 /2 " -1' -0" DRAWN: JOB: MP_5OCM FITTING ROOKS REVISIONS BY e 11.30.07 BLDG DEPT drvd (P- 2)TRIM (P- 2)CEIUNG 02'0 'O8 © BLDG DEPT drvd ( 6)WALLS FROM 8' - TO ABOVE cDWALLCOVERING TO 8' —O" C ARPET I I RETAIL SPACE mom — ii a a A r STOCK ROOM LEA P 4 F . R . BI I P -2 TO 1 C -6" A.F.F (INCL. WALL TRIM) CU 11I 'ALUM. �� P -6 SC 2' x 4' SUSPENDED CEILING P -1 10' -6" TO CEIUNG I / T (JE (p-2) WALLS TO 12' -0" A.F.F. FLOOR: SEALED CONCRETE FLOOR (P -1) PAINT FINISH TO SOFFIT 0 13' -6" ( 7 )STOREFRONT r F.R. I \ A.F.F. NT FINIS I 50FF1T ©10'-" IN A.F.F. RO 0 CEL ING ( p -e� P -4 O 10' -6" SOFFIT �0' I P -1 -6" 'f0 CEILING I 1 � P 1 ) 1 -- --- , — — — r STAINED TO CEILING CONCRETE > F . P . TOILET I / 0 I GB FLOgR 4 MALL (P -2> WALLS H.C. P -fi M TOP OF P-1 (� (P -2) SALES AREA SOFFIT I (P--2) CEILING ( TO MATCH MALL FLOOR HALLWAY \ 6 � STAI CONC SALES d ED PAINT FINISH TO CURTAIN WALL FR CARPET I F.R. ETE AREA SOFFIT ©10' -11" A.F.F. TO CEILING L FLOOR -- � • ��„ — viiiiali 1 ---_________ • WALLS I (C 1 . . (CON 1> — I I LOUNGE AREA — — — — -- — -`- �� - - -J 1 P- 2 CEILING (C- 1) FLOOR CON — : -. TOILET I 1 ,.�, - - STAINED - CONCRETE __- �. - --__ ___ FLOOR P -4 t,� (P 10' -6"10 CEIUNG I P -1 PAINT FINISH TO CURTAIN WALL FROM TOP OF I (P -2> GYP. BD. CEILING SOFFIT X10' -11" A.F.F. TO CEILING (P - 7> STOREFRONT AROUND WDF_1 I CONI P -1� SOFFIT NN, FLOOR WINDD BASE STAINED TO CEILING AROUND (P -2y WALLS CONCRETE I FLOOR WINDOW P -4 10' -6 A.F.F (INCL. WALL TRIM) � (P -2) CEILING P CP 6 P 1)1O' P -4 WDF -1 -6" TO CEILING --- , BAS .�� ■� — — — — — CLEAR AN1 �` ALUM BREAK —� — — .— — — — — — . CLADDING i EXIT MALL CORRIDOR FINISHES FLOOR PLAN I I I RETAIL SPACE R ,c0„Ecom, ,r , -�Y ,,T,,; ,-.. ., , , �„ SCALE: 1/4" = 1'— 0" FINISH SCHEDULE PAINT: —a-C‘ti,,,,, --------- ;IVO?, .,:,,,,,3 NOTES APPLICATION/ INSTALLATION: WALLS: LO SHEEN EGGSHELL LATEX DOORS & TRIM: SEMI –GLOSS ALKYD CEILING: FLAT LATEX INSTALLATION: GYPSUM BOARD TO RECEIVE LATEX PAINT TO BE PRIMED WITH ONE COAT OF VINYL PLASTIC RECEIVING TWO COATS OF PAINT. WOOD TRIM AND SLATWALL TO RECEIVE ALKYD OR ENAMEL PRIMED WITH ONA COAT OF ENAMEL UNDERCOATER PRIOR TO RECEIVING TWO COATS OF f AINT. PAINT ALL WIRES, RETURN AIR GRILLES, AND SUPPLY AIR GRILLES TO MATCH ADJACENT CEILING ARE FLOORING: NOTES INSTALLATION /MAINTENANCE INSTALL AND MAINTAIN PER MANUFACTURER AND INDUSTRY STANDARDS. USING MANUFACTURER RECOMMENDED MATERIALS SEE ATTACHED. CARPET: CONSTANTINE HOLLY EUBANKS (706)277 -6288 x1142 CROSS CURRENTS C117L59 RIP TIDE 12" WIDTH FITTING ROOM AREA SEAM SEAL ALL CARPET EDGES SUPPLIED BY OWNER SHEET VINYL : ARMSTRONG FLOORING (OR APPROVED EQUAL) COMMISSION PLUS LIGHT COMMERCIAL GRADE 80705 STRAW (LIGHT COLOR) 12' WIDE ROLL TOILET ROOM INSTALL AND MAINTAIN PER MANUFACTURERS RECOMENDATIONS. C -1 MANUFACTURER: REPRESENTATIVE: STYLE: NUMBER: COLOR: SIZE: AREA: NOTE: SVT -1 MANUFACTURER: REPRESENTATIVE: STYLE: NUMBER: SIZE: AREA: NOTE: P-1 P -1 MANUFACTURER: BENJAMIN MOORE PAINTS P - 6 MANUFACTURER: REPRESENTATIVE: NUMBER: COLOR: AREA: NOTE: BENJAMIN P OORE PAINTS 1- 888 –BEi MORE 1300 TUCSON RED EGGSHELL FINISH STOREFRONT REPRESENTATIVE: NUMBER: COLOR: AREA: NOTE: 1- 888– BENMORE HC -19 NORWICH BROWN OPEN CEILING CONCRETE: BERH HOME DEPOT SEMI TRANSPARENT CONCRETE STAIN STC -21 WARM SHALE SEAL WITH CLEAR SEALER SALES FLOOR INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMENDATIONS VINYL WALL BASE: JOHNSONITE OR APPROVED EQUAL BISHOP DIST. AARON BROWN, 248- 930 -0030 VINYL WALL BASE 49 BEIGE 4" WALL BASE TOILET ROOM AND STOCK ROOM INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMENDATIONS. CON -1 MANUFACTURER: REPRESENTATIVE: STYLE: NUMBER: COLOR: FINISH: AREA: AREA: NOTE: VWB -1 MANUFACTURER: REPRESENTATIVE: STYLE: NUMBER: COLOR: SIZE: AREA: NOTE: P �2 MANUFACTURER: BENJAMIN MOORE PAINTS MANUFACTURER: REPRESENTATIVE: NUMBER: COLOR: AREA: NOTE: BENJAMIN MOORE 1-888–BENMORE 2102 -10 EARTH BROWN STOREFRONT SOFFIT REPRESENTATIVE: NUMBER: COLOR: AREA: NOTE: 1- 888 – BENMORE HC -96 RICHMOND GRAY ALL GYP BOARD CEILING P -4 MANUFACTURER: REPRESENTATIVE: NUMBER: COLOR: AREA: NOTE: BENJAMIN MOORE PAINTS P-8 1- 888 – BENMORE 524 HIKING PATH WALLS MANUFACTURER: REPRESENTATIVE: NUMBER: COLOR: AREA: NOTE: BENJAMIN Muur r w. AI N IJ 1--- 888 – BENMORE HC -70 HASBROUCK BROWN INTERIOR WOOD BASE WOOD FLOORING /WALL FINISH: GAMMAPAR LAND TILE SYSTEMS INC. RANDY (951) 689 -8715 OLYMPIA COLLECTION WALNUT WALNUT 4" WIDTH WITH TINGUE & GROOVW SIDES & ENDS AND MICRO. 3/8" NOMINAL RANDOM 15- 1/2" -47" LENGTHS APROX. 6 WEEKS INSTALL AND MAINTAIN PER MANUFACTURER'S RECOMENDATIONS SUPPLIED BY OWNER INSTALL BY G.C. WDF -1 MANUFACTURER: REPRESENTATIVE: STYLE: SPECIES: COLOR: SIZE: THICKNESS: LENGTH: LEAD TIME: NOTE: LAMINATE: EXTERIOR TILE BASE: WALLCOVERING: L -7 MANUFACTURER: FORMICA REPRESENTATIVE: 800 - 367 -6422 858 -58 NUMBER: NU PUMICE FINISH: MATTE AREA: FITTING ROOM BENCH NOTE:INSTALL AND MANTAIN PER MANUFACTURER'S RECOMENDATIONS. TL -1 MANUFACTURER: MAGICO GRES, ARIZONA TILE REPRESENTATIVE: ASHA PARKER (619)8388825 STYLE: PRAIRIE COLOR: DUSK SIZE: 12" x 12" NOTE:INSTALL AND MANTAIN PER MANUFACTURER'S RECOMENDATIONS. WC -2 MANUFACTURER: WOLF GORDON ) REPRESENTATIVE: JOHN NORTHROP 248 9052 john&wolf– gordon.com STYLE: VESCOM SHANNON SIZE: 52 "W OR APPROVED EQUAL,VERIFY FROM TENANT. NOTE:INSTALL AND MANTAIN PER MANUFACTURER'S RECOMENDATIONS SUPPLIED BY OWNER INSTALLED BY G.C. TRIM FINISHES VERIFY TYPES & LOCATION OF ALL FINISHES FROM TENANTS PRIOR TO INSTALLATION. * TOP OF TRIM TO BE PAINTED TO MATCH WALLS. * FOR FITTING ROOM TRIM USE Pi DATE: 09.20.07 SCALE: 1 /4 " =1' -0" VENDORS DRAWN: JOB: MP_SOCM LIGHT FIXTURES RECESSED STANDARDS & STORE FIXTURES MILLWORK STORE FIXTURES METAL WALL COVERING ROLL UP GRILLES AUDIO VISUAL SIGNAGE CARPET SUPPLIER HARDWOOD FLOORING ROLLING STOCKROOM "MIDWEST LIGHTING" JOHN CONDON (323) 957 -6012 office (323) 855 -8714 cell john&midwestlighting.com HARDWARE "TEMEKA" Dan Raney (951) 296 -3570 office drItemekainc.com "LAUREL MANUFACTURERS" Dan losca (856) 461 -6600 daniel.iosca&laurelmfg.com "WOLF GORDON" JOHN NORTHROP (248) 210 -9052 office john&wolf– gordon.com "ALUMATEK" CHARLIE BOOTH (800) 647 -7049 x2604 charlie&alumatek.com "VIRTUAL HABITAT, INC" TOM PFAENDLER (503) 989 -2968 office tomp&virtualhabitat.com "BRITE –LITE NEON" PHIL (818) 763 -4798 office (818) 621 -3486 cell pmasto@briteliteneon.com "CONSTANTINE CARPET" Mitzi Brewer 1-800-308-4344 x1128 mitzi.brewer& constantine– carpet.com "LAND TILE SYSTEMS INC" Randy (951) 689 -8715 office (951) 532 -7676 cell landtilesystemsinc&yahoo.com SHELVING SHEET u4 OF SHEETS "REEVE STORE EQUIPMENT" CLAYTON (951) 737 -8371 office (951) 202-5650 cell claytonfrohwein&reeveco.com "PIPP MOBILE STORAGE SYSTEMS, INC." John M. Ritter (616) 262 -0517 jritterCc]pippmobile.com _ _, _ FASTENING SCHEDULE FOR METAL FRAMING MATERIALS FASTENER FREQUENCY OR QTY STUD TO PLATE TRACK (BOTTOM) 1/2"-5/8" #8 OR #10 SELF DRILLING LOW PROFILE 1 @ EACH FLANGE 0 �i I STUD TO PLATE TRACK (TOP) 1/2" #8 SELF DRILLING LOW PROFILE 1 @ EACH FLANGE CATERING BRACING TO STUD 1/2" #8 SELF DRILLING LOW PROFILE 2 @ EACH FLANGE STUD TO STUD (NESTED) 1/2" #10 SELF DRILLING LOW PROFILE 1 @ 24" O.C. STUD TO STUD (BACK TO BACK) 1/2" #10 SELF DRILLING LOW PROFILE 1 © 24" 0.0. / STUD TO STUD (@ WALL INTERSECTION) 1/2" #10 SELF DRILLING LOW PROFILE 1 @ 24" 0.0. EACH BLOCKING OR 1 © PLATE TRACK BOTTOM TO FRONT) /4" DIAM POWER DRIVEN PIN 1© 48" O.C. «O 4' iI iIN(1 I ■ 25 3/4" BLACK METAL CHANNEL REVEAL & BLOCKING AS REQUIRED ADP 411 " 4 1111■ 4 111.- 1/2" BLACK METAL CHANNEL REVEAL & BLOCKING AS REQUIRED 35 STOREFRO T ELEVATION SCALE: 1/2" = 1 ' -0" TENANT'S STOREFRONT STRUCTURE IS SELF SUPPORTING. INDEPENDENT OF MALL STRUCTURE. LANDLORD'S STRUCTURE SHALL BE USED FOR LATERAL SUPPORT ONLY. i 1 15 18 STOREFRONT PLAN DETAIL SCALE: 1/2" - 1'-0" 15 27 7'_ 37 I 9 35 35 ENTRY DETAIL ELEVATION SCALE: 1/2" = 1' -0" NOTE: PROVIDE ROUNDED WOOD TRIM @ CORNERS ARCHITECTURAL STOREFRONT PLAN, ELEVATIONS & SECTIONS NOTES: 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 27 29 30 31 32 33 34 35 36 37 38 39 40 LEASE LINE. MALL BULKHEAD BY LANDLORD. NOT USED. EXISTING DEMISING WALL PARTITION. NEW FURRED OUT PARTITION 5/8" TYPE "X" GYP. BD. ON 3 5/8 ", 20 GA METAL STUDS @ 16" 0.0. NEW PARTITION WALL 5/8" TYPE "X" GYP. BD. ON BOTH SIDES OF 3 5/8" 20 GA METAL STUDS @ 16" O.C. 1/2" WHITE TEMPERED GLASS WINDOW. 1/2" CLEAR TEMPERED GLASS WINDOW. (CON1) STAINED CONCRETE FLOOR. TENANT'S FLOOR TO CLOSURE LINE. FLOOR SHALL BE FLUSH WITH MALL FLOOR (1/4 "-- -1 " -0" MAX). FLOAT WITH ARDEX SD -T CEMENT TOPPING MIX AND SLOPE FLOOR AS REQUIRED. SEE DETAIL EXTEND FLOOR TO MATCH MALL FLOOR FROM LEASELINE TO STOREFRONT CLOSURE. 2" X 4Y2 ", 4Y2" x 4Y2" ALUMINUM FRAME IN CLEAR ANODIZED FINISH (TYP.) NOT USED. DECORATIVE WINDOW FRAME SORROUND FURNISH D BY SPECIALTY CONTRACTOR INSTALLED BY C.C. SEE DETAILS [ 9 NEW ILLUMINATED STOREFRONT SIGN. PROVIDED & INSTALLED BY SIGN CONTRACTOR. SIGN CONTRA TOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. SEE DETAIL (2) 3' -0" x 9' -0" 1/2" CLEAR TEMPERED GLASS DOORS WITH SIDE AND TOP LIGHTS, BOTTOM BAR, ETC. GYP. BD. SOFFIT @ 10' -6" A.F.F. ABOVE. LINE OF GYP. BD. SOFFIT Cad 12' ---0" A.F.F. NOT USED. NOT USED. NOT USED. NOT USED. BOX COLUMN 4) 3 5 /8 "xl6GA. METAL STUDS SCREWED TOGETHER. SEE DETAIL 7- 7 - 1E11 1 E CiAt4CE g COMP A a 1 �, t ') ') .) 3 1 O t O f Tu i" - 1 ' r_' 3 CLEAR ANODIZED ALUMINIUM BREAK METAL CLADDING TO GYP. BD. NOT USED. PREFINISHED MAHOGANY DARK WOOD PANELING <NDF -> FINISH ON GYP. BD. ON 20GA. METAL STUDS © 16 "O.C. NOT USED. ETCHED LOGO ON CLEAR GLASS WINDOW BY SIGN CONTRACTOR. BRUSHED ALUMINIUM LOGO (FURNISHED BY TENANT'S SPECIALTY CONTRACTOR INSTALLED BY G.C.) SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. NOT USED. 50" MONITOR MOUNTED © 7' -0" A.F.F. SEE DETAIL EXISTING STRUCTURAL COLUMN. W/ DECORATIVE ENCLOSURE BY LANDLORD. NOT USED. GLAZING CONTRACTOR TO INSTALL "METROPARK" CUSTOM WOOD DOOR PULLS. ILE BASE, USE MITER JOINTS AT CORNERS & NATURAL GREY GROUT. SENSORMATIC EQUIPMENT. DOT3•76 REVISIONS 11.30.07 BLDG DEPT 02.08.08 BLDG DEPT BY drvd drvd E < CO CO N Q « IZ DO 1 I- I--- a7 W L CD Q O O rr) tfl AECE. '177 CITY . LA FEB 1 3 2008 rn CO a? rn CO co N L E - CV 0)) O 0 c as a N N 07 1 o S es DATE: 09.20.07 SCALE: 1/2 -0" DRAWN: JOB: MP_SOCM SHEET A.5 OF SHEETS J nL \ 0 �i I � STOREFRONT SOFFIT 0 12 -O" ir; I / / � 1 1 «O 4' r 13 9 27 13 17 37 17 13127 9 13 39 iI iIN(1 I ■ 25 3/4" BLACK METAL CHANNEL REVEAL & BLOCKING AS REQUIRED ADP 411 " 4 1111■ 4 111.- 1/2" BLACK METAL CHANNEL REVEAL & BLOCKING AS REQUIRED 35 STOREFRO T ELEVATION SCALE: 1/2" = 1 ' -0" TENANT'S STOREFRONT STRUCTURE IS SELF SUPPORTING. INDEPENDENT OF MALL STRUCTURE. LANDLORD'S STRUCTURE SHALL BE USED FOR LATERAL SUPPORT ONLY. i 1 15 18 STOREFRONT PLAN DETAIL SCALE: 1/2" - 1'-0" 15 27 7'_ 37 I 9 35 35 ENTRY DETAIL ELEVATION SCALE: 1/2" = 1' -0" NOTE: PROVIDE ROUNDED WOOD TRIM @ CORNERS ARCHITECTURAL STOREFRONT PLAN, ELEVATIONS & SECTIONS NOTES: 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 27 29 30 31 32 33 34 35 36 37 38 39 40 LEASE LINE. MALL BULKHEAD BY LANDLORD. NOT USED. EXISTING DEMISING WALL PARTITION. NEW FURRED OUT PARTITION 5/8" TYPE "X" GYP. BD. ON 3 5/8 ", 20 GA METAL STUDS @ 16" 0.0. NEW PARTITION WALL 5/8" TYPE "X" GYP. BD. ON BOTH SIDES OF 3 5/8" 20 GA METAL STUDS @ 16" O.C. 1/2" WHITE TEMPERED GLASS WINDOW. 1/2" CLEAR TEMPERED GLASS WINDOW. (CON1) STAINED CONCRETE FLOOR. TENANT'S FLOOR TO CLOSURE LINE. FLOOR SHALL BE FLUSH WITH MALL FLOOR (1/4 "-- -1 " -0" MAX). FLOAT WITH ARDEX SD -T CEMENT TOPPING MIX AND SLOPE FLOOR AS REQUIRED. SEE DETAIL EXTEND FLOOR TO MATCH MALL FLOOR FROM LEASELINE TO STOREFRONT CLOSURE. 2" X 4Y2 ", 4Y2" x 4Y2" ALUMINUM FRAME IN CLEAR ANODIZED FINISH (TYP.) NOT USED. DECORATIVE WINDOW FRAME SORROUND FURNISH D BY SPECIALTY CONTRACTOR INSTALLED BY C.C. SEE DETAILS [ 9 NEW ILLUMINATED STOREFRONT SIGN. PROVIDED & INSTALLED BY SIGN CONTRACTOR. SIGN CONTRA TOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. SEE DETAIL (2) 3' -0" x 9' -0" 1/2" CLEAR TEMPERED GLASS DOORS WITH SIDE AND TOP LIGHTS, BOTTOM BAR, ETC. GYP. BD. SOFFIT @ 10' -6" A.F.F. ABOVE. LINE OF GYP. BD. SOFFIT Cad 12' ---0" A.F.F. NOT USED. NOT USED. NOT USED. NOT USED. BOX COLUMN 4) 3 5 /8 "xl6GA. METAL STUDS SCREWED TOGETHER. SEE DETAIL 7- 7 - 1E11 1 E CiAt4CE g COMP A a 1 �, t ') ') .) 3 1 O t O f Tu i" - 1 ' r_' 3 CLEAR ANODIZED ALUMINIUM BREAK METAL CLADDING TO GYP. BD. NOT USED. PREFINISHED MAHOGANY DARK WOOD PANELING <NDF -> FINISH ON GYP. BD. ON 20GA. METAL STUDS © 16 "O.C. NOT USED. ETCHED LOGO ON CLEAR GLASS WINDOW BY SIGN CONTRACTOR. BRUSHED ALUMINIUM LOGO (FURNISHED BY TENANT'S SPECIALTY CONTRACTOR INSTALLED BY G.C.) SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. NOT USED. 50" MONITOR MOUNTED © 7' -0" A.F.F. SEE DETAIL EXISTING STRUCTURAL COLUMN. W/ DECORATIVE ENCLOSURE BY LANDLORD. NOT USED. GLAZING CONTRACTOR TO INSTALL "METROPARK" CUSTOM WOOD DOOR PULLS. ILE BASE, USE MITER JOINTS AT CORNERS & NATURAL GREY GROUT. SENSORMATIC EQUIPMENT. DOT3•76 REVISIONS 11.30.07 BLDG DEPT 02.08.08 BLDG DEPT BY drvd drvd E < CO CO N Q « IZ DO 1 I- I--- a7 W L CD Q O O rr) tfl AECE. '177 CITY . LA FEB 1 3 2008 rn CO a? rn CO co N L E - CV 0)) O 0 c as a N N 07 1 o S es DATE: 09.20.07 SCALE: 1/2 -0" DRAWN: JOB: MP_SOCM SHEET A.5 OF SHEETS SCALE: 1/2" = 1' -0" SECTION THRU STOREFRONT SECTION THRU STOREFRONT A. 6 Lr 1, v 0 d 0 1 ,01 ,, 10 1 , 61 I N, Ni 0 I ilia TENANT 30 SECTION THRU STOREFRONT SCALE: 1/2" = 1' -0" SECTION THRU STOREFRONT ARCHITECTURAL STOREFRONT PLAN, ELEVATIONS & SECTIONS NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 27 28 29 30 31 32 33 34 35 36 37 39 40 LEASE LINE, NOT USED. EXISTING MALL BULKHEAD. NOT USED. NOT USED. NOT USED. NOT USED. 1/2" WHITE TEMPERED GLASS WINDOW. 1/2" CLEAR TEMPERED GLASS WINDOW. NOT USED. NOT USED. NOT USED. ALUMINUM FRAME IN CLEAR ANODIZED FINISH (TYP.) GYP. BD. CEILING AT 14' -0" A.F.F. DECORATIVE WINDOW FRAME SURRI ND URNISHED BY SPECIALTY CONTRACTOR INSTALLED BY G C NEW ILLUMINATED STOREFRONT SIGN. PROVIDED & INSTALLED BY SIGN CONTRACTOR. SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. (2) 3' -0" x 9 -0" 1/2" CLEAR TEMPERED GLASS DOORS WITH SIDE AND TOP LIGHTS, BOTTOM BAR, ETC. GYP. BD. SOFFIT © 10 -6" A.F.F. GYP. BD. SOFFIT © 12' -0" A.F.F. 3 -5/8 "x 20 GA. CONT. TOP TRACK SECURED TO UNDERSIDE OF STRUCTURE WITH #6 SCREWS (TYP.) (DO NOT ATTACH TO DECK). UNDERSIDE OF EXISTING STRUCTURE. 5/8" GYP. BD. ON 3 -5/8 "x 20 GA. METAL FRAMING ©16" O.C., DIAGONAL BRACING © 48" O.C. WITH 3 - #6 SCREWS AT EACH CONNECTION (ALTERNATE DIRECTION). cR CODE C U. BOX BEAM (2) 3 % "x16GA. & (2) 8 "x16GA. METAL STUDS SCREWED TOGETHER. SEE DETAIL NOT USED. SENSORMATIC EQUIPMENT. 5/8" GYP. BD. ON 3 5/8 ", 20 GA. METAL STUDS © 16" O.C. BEHIND WHITE TEMPERED GLASS WINDOW 3/4" BLACK METAL CHANNEL REVEAL & BLOCKING AS REQUIR NOT USED. CLEAR ANODIZED ALUMINIUM BREAK METAL CLADDING TO GYP. BD. NOT USED. PREFINISHED MAHOGANY DARK WOOD PANELING 4DF -> FINISH ON GYP. BD. ON 20GA. METAL STUDS © 16 "O.C. 6" PAINTED WOOD BASE. NOT USED. BRUSHED ALUMINIUM LOGO (FURNISHED BY TENANT'S SPECIALTY CONTRACTOR INSTALLED BY G.C.) SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 1 PIECE OF 1- 5/8 "x1 -5/8" "C" CHANNEL STRUT BACKING FOR SIGN ATTACHMENT. REFER TO SIGN SHOP DRAWINGS FOR INFORMATION. 50" MONITOR MOUNTED Ca? 7' -0" A.F.F. NOT USED. NOT USED. GLAZING CONTRACTOR TO INSTALL "METROPARK" CUSTOM WOOD DOOR PULLS. TILE BASE, USE MITER JOINTS AT CORNERS & NATURAL GREY GROUT. MORE 1 r y�� li�i o{ c. < �u REVISIONS 11.30.07 BLDG DEPT 02.08.08 BLDG DEPT SHEET A.6 OF SHEETS BY drvd drvd INNZ;2; REGISTERED ARCHITECT y (2 . DEEPAR R. VORA STATE OF WASHINGTON 00 00 J 00 C QQ 7 CL 00 Q U U I— D Q U U Cn M H- CITYo i LA FEB 1 3 2008 �I<i i iLll I ULN I LR Co C) Y-- a� 0 a� C U a a cn C G) CO Co Co C) CJ CO CO N Co Ln co co - E in 0 p c o? _- N Li-) a) 0 5 C1 co in 3- CO C DATE: 09.20.07 SCALE: 1 /2 " =1 ' -0" DRAWN: JOB: MP_SOCM F.R. HC NITOR F R EXIT 37 PERS MALL EXI CORRIDOR 44" MIN N . NITOR LOUNGE AREA ONITOR • EGR - ESS PATH .OE TRAVEL MONITOR CASHWRAP STATION SHADING INDICATES DIRECT EX T ACCESS THROUGH CONTINUOUS PASSAGEWAYS, AVAILABLE TO ALL OCCUPANTS & MAINTAINED FREE OFF OBSTRUCTION IN EVERY AREA CONTAINING DISPLAYS, COUNTERS, SHELVING ETC. MONI OR 34" TALLCJUNTEER © CASHWRAP AS PER A.D.A., ANSI 1117.1 AND APPLICABLE LOCAL CODE REQUIREMENTS. ONIT•R MONITOR EMERGENG LIG T NITOR EMERGE LIGHT EMERGENGY LIGHT ERG NG LIGHT EMERGENGY LIGHT 1 1� �i�i►� _ice �i� ∎i�.i∎ ∎i ∎ EMERGENGY LIGHT TOILET TOILET EMERGEN LIGHT FIXTURE /EXITIN ADA COMPLIANT COUNTER AREA SCALE: LAN 4" — 1'— 1I CASHWRAP ELEVATION SCALE: 1/2" = 1' -0" BACKWRAP ELEVATION SCALE: 1/2" = 1' -0" 102' -4" '6 NOTE: G.C. CONTRACTOR TO GET TEMPLATE FROM FIXTURE CONTRACTOR FOR HINGE LOCATIONS FOR F.R. DOORS. STORE AREAS: ± 1914 SOFT ± 202 SQFT ± 159 SOFT ± 83 SQFT ± 136 SQFT ± 90 SOFT SALES AREA LOUNGE STOCKROOM FITTING ROOMS HALLWAY TOILET DOi/57 FIXTURE SCHEDULE TYP. DESCRIPTION A l B C D E MANEQUIN DISPLAY UNIT DJ TABLE MENS FEATURE TABLE WOMENS FEATURE TABLE BOUTIQUE FIXTURE QTY. REV1ARKS 1 1 1 1 1 N . _ \4 L,) F- r°'- CODE CO L A Lt \ P RCX ED -s^ U i�,"1�E,� OW Lf SPECIAL L SIZE /DESIGN DOOR SCHEDULE KEY DESCRIPTION ENTRY GLASS DOORS: DOOR: (2) 3' -0" x 9' -0 "±, 1/2" CLEAR INSULATED GLASS DOORS WITH TOP & SIDE LIGHTS WITH A.Q.A. COMPLIANT DECORATIVE WOOD PULLS, W /PIVOT HINGES, LOCK SET, DOOR CLOSURE & DOOR STOP, & 10" BOTTOM RAIL. ALL FITTINGS EXCEPT DOOR PULLS SHALL BE CLEAR ANODIZED ALUMINUM FINISH. SEE NOTES BELOW. SIGNAGE: PROVIDE — SIGN ABOVE DOOR IN 1" HIGH LETTERS ON A CONTRASTING BACKGROUND STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" WHEN REQUIRED BY CODE. NOTES: • MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO REQUIREING AUTHORITIES AND / OR TO PARTIES AT THE OWNERS DIRECTION FOR APPROVAL PRIOR TO ORDERING DOOR SYSTEM. • PROVIDE THRESHOLD Q ALL EXTERIOR DOORS. FITTING ROOM DOORS: (PREFINISHED DOOR) DOORS: 2' -6" x 5' -4" x 1 3/4" DOOR FURNISHED BY FIXTURE CONTRACTOR (HOLLOW METAL FRAME, PAINT BLACK ON SITE). ROUGH OPENING: 2' -6" x 7' —O" OPENING HINGES: 1 1/2 PAIR BUTTS BB 1279 4-1/2" X 4-1/2" 26D. LOCKSET: SCHLAGE ND8OPD LEVER F86 WITH BEST INTERCHANGEABLE CORES AND CYLINDERS. PASSAGE SET: "BEST" STANLEY "D" SERIES. STYLE RHODES SATIN NICKEL FINISH #619. DOOR STOP: IVES TYPE 436 WHERE DOOR WOULD STRIKE WALL OR OTHER PART OF CONSTRUCTION WHEN OPEN. KEY DESCRIPTION H.C. FITTING ROOM DOOR: (PREFINISHED DOOR) DOOR: 3' —O" x 5' -4" x 1 3/4" DOOR FURNISHED BY FIXTURE CONTRACTOR (HOLLOW METAL FRAME, PAINT BLACK ON SITE). ROUGH OPENING: 3' -0" x 7' -0" OPENING HINGES: 1 1/2 PAIR BUTTS BB 1279 4-1/2" X 4-1/2" 26D. LOCKSET: SCHLAGE ND8OPD LEVER F86 WITH BEST INTERCHANGEABLE CORES AND CYLINDERS. PASSAGE SET: "BEST" STANLEY "D" SERIES. STYLE RHODES SATIN NICKEL FINISH #619. DOOR STOP: IVES TYPE 436 WHERE DOOR WOULD STRIKE WALL OR OTHER PART OF CONSTRUCTION WHEN OPEN. HALLWAY TO STOCKROOM DOOR: (NEW) LOUNGE TO HALLWAY DOOR: (NEW) DOOR: 3' -0" x 7' -0" x 1 3/4" PAINTED HOLLOW METAL DOOR AND FRAME BY G.C. ROUGH OPENING: 3' —O" x 7' -0" OPENING HINGES: 1 1/2 PAIR BUTTS BB 1279 4-1/2" X 4-1/2" 26D. PASSAGE SET: "BEST" STANLEY "D" SERIES. STYLE RHODES SATIN NICKEL FINISH #619. DOOR STOP: IVES TYPE 436 WHERE DOOR WOULD STRIKE WALL OR OTHER PART OF CONSTRUCTION WHEN OPEN. PUSH PLATE: PLATE #8200 B260 OR APPROVED EQUIVALENT. DOOR CLOSER: GLYNN— JOHNSON OR APPROVED EQUAL WITH 90° HOLD OPEN FEATURE. TO BE MOUNTED ON NON —SALES SIDE OF DOOR ONLY. NOTE: KEY ALL DOORS ALIKE. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY WITH HARDWARE SUPPLIER AND ARCHITECTURAL CONSULTANT THAT ALL DOOR HARDWARE MEETS ALL STATE AND LOCAL CODES AND ORDINANCES. NOTIFY OWNER OF ANY DISCREPANCIES. NOTE: ALL LOCKING DEVICES AND PANIC HARDWARE SHALL BE VERIFIED BY THE CITY NOTE: ALL DOORS TO CONFORM TO CURRENT APPLICABLE STANDARDS FOR HANDICAPPED ACCESSIBILTY. USE "PEMKO" SMOKE SEALS ALL REQUIRED FIRE RATED DOORS. ALL LOCKING DOORS TO BE FURNISHED W/7 PIN BEST CYLINDER I.C. CORE (FOR ENTRY DOORS (Sc REAR SERVICE DOOR ONLY, NOT APPLICABLE TO FITTING ROOM DOORS.) ALL INTERIOR DOOR FRAMES TO BE HOLLOW METAL, BLACK IN COLOR. KEY DESCRIPTION HALLWAY TO TOILET ROOM DOOR: (NEW) DOORS: 3' —O" x 7' —O" x 1 3/4" PAINTED HOLLOW METAL ROUGH OPENING: 3' —D" x 7' -0" OPENING DOOR AND FRAME BY G.C. HINGES: 1 -1/2 PAIR PB —RC —RP 4" x 4" SATIN CHROME (3 /BOX) 345 LOCKS / LATCHES: FALCON LEVER TYPE PRIVACY SET. INSTALLED 30 -44" A.F.F. SATIN CHROME W/ CHROME STRIKE. SIGNAGE: PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY AS REQUIRED BY CODE CLOSER: NORTON NO. 1603 ALUMINUM DOOR CLOSURE. W/ 90' HOLD OPEN NOTES: • PROVIDE DOOR BUMPER "QUALITY" NO. 302. (VERIFY W/ PLAN WHEN DOOR SWINGS TO WALL) • PROVIDE CLOTHES HOOK ON INSIDE C 54" A.F.F. BOBRICK OR EQUAL REAR SERVICE DOOR (NEW) DOOR: 3' -0" x 7' -0" x 1 —HR RATED HOLLOW METAL DOOR AND FRAME HINGES: 1 1/2 PAIR BUTTS — BB 1279 4-1/2" X 4-1/2" 26D DOOR STOP: IVES TYPE 436 WHERE DOOR WOULD STRIKE WALL OR OTHER PART OF CONSTRUCTION WHEN OPEN. KICK PLATE: 12" HIGH STAINLESS STEEL KICK PLATE, SALES SIDE ONLY. HOLD PLATE 1/2" FROM SIDES AND BOTTOM OF DOOR. DOOR CLOSER: LCN #1050 SERIES ALUMINUM (SECURE WITH HEX BOLTS) FLUSH AT SALES SIDE. G.C. TO PROVIDE AND INSTALL PILFER GUARD TO REAR EXIT DOOR. INSTALL NEW SECURITY VIEWER. DOOR SPY MODEL # DS -6 DETEX SYSTEM VALUE SERIES MODEL V40xEB EXIT DEVICE F G H J K K1 K2 L M N 0 P Q R S T U V W X CASHWRAP & BACKWRAP WATCH CASE PRINCESS FLOOR RACK GONDOLA TWO WAY FIXTURE 5 TIER NESTING TABLES 4 TIER NESTING TABLES 3 TIER NESTING TABLES ROLLING MIRROR MONITORS MAGAZINE SHELVES FITTING ROOM DOORS HC FITTING ROOM DOORS FITTING ROOM HC BENCH FITTING ROOM SEATS 3 WAY MIRROR BEVERAGE COOLER & BASE MEGAWALL (2' PANEL) WALL BUMP—RESIN SLATS (2' PANEL) JEWLERY CASE DISPLAY BENCH WALL STANDARDS 1 1 8 2 6 3 2 0 2 11 4 3 1 1 3 1 0 10 3 1 1 91 NOT USED ( 7 SALES AREA MONITORS) (4 FITTING ROOM MONITORS) NOT USED 7120 DEEPAK R. VORA STATE OF WASHINGTON REVISIONS 11.30.07 BLDG DEPT 02.08.08 BLDG DEPT Z m s Ca iko In In Q �d Q r.Psr, n 0 cIT�Y �: � 1 °:� FEB 1 3 2008 r :a BY drvd drvd to co m a m c CD U 0 0 C m [D m 0o Cv N rn U 0 cp 0 0 C ro m DATE: 09.20.07 SCALE: 1/4"=1' —0" DRAWN: JOB: M P SOCM SHEET A7 OF SHEETS �'Ir��I�!�I.'�4�1 , I•' ����f��+ ���4 +����► +�� sf +�i ►74 i f��i!% I��I��A�I�j��IR %���!I�i�s!I�i�s! ���!I ``1 'r'I4��!����4il�i�s!I�Es!P��+: UNDERSIDE OF EXISTING STRUCTURE 5 GYP. BD. CEILING SLIPTRACK CLEAR TO GYP UNDER BD FOR RETURN AIR SYSTEM DEMISING WALL: L.L. TO PROVIDE 6" METAL STUDS. TENANT TO PROVIDE 5/8" TYPE "X" GYP. BD. FROM FLOOR TO 6" BELOW BOTTOM OF EDGE OF METAL STUD RUNNER AT CEILING. ON TENANT SIDE ONLY. UL 465 2 3 5/8" 20 GA CONTINUOUS TOP FRAMING. SECURE TOP TRACK TO DEMISING WALL W / #6 SCREW @24" O.C. 3 -5/8 "X20 GA. CONTINUOUS BOTTOM TRACK WITH 1/4" DIA. POWER DRIVEN PINS ©48" O.C. (ICBO #1639) o EXISTING CONCRETE SLA SALES AREA BASE AND FLOOR PER PLANS SECTION c� DEMISING PART. T H ■�l 01 0 0 Er `g Z 0 in (4)3 5 /8 "x16ga STUDS BOX COLUMN SECURED TO BOTTOM TRACK W/4 — #10 SCREWS, BOTTOM TRACK SECURED TO CONCRETE W/ 1/4" SHOT PIN ©6" O.C. BOX COLUMN PLAN DETAIL 3— 5 /8 "x2Oga CONTINUOUS TRACK SECURED TO BOX BEAM W/2 — #8 SCREWS ©12" 0.0. (2)3 5 /8 "x16ga & (2)8 "x16ga BOX BEAM BOX BEAM DETAIL (2)3 5/8 "x1 figa & (2)8 "x16ga BOX BEAM 3 "X12 "X20GA. PL. EA SIDE W/ 8 — #6 SCREWS. (4)3 5/8" X 16 GA. BOX COLUMN. 3 5/8 "x16ga TRACK SECURED TO CONCRETE W/ 1/4" 0 SHOT PINS © 6" 0.C. & TO COLUMN W/2 — #10 SCREWS @ EA. SIDE. EXISTING CONCRETE SLAB BOX BEAM & BOX COLUMN CONNECTION DETAIL BOX COLUMN & BOX BEAM DETAIL SCALE 3/4' =1' -O" 6" SLOTTED TRACK (SLP -TRK OR EQ.) LTYPE 'X' 5/8" GYP. BD. BY ADJACENT TENANT. RAM SET 6" CONTI UNPUNCH TRACK UL. NO. U465 S REQUIRED UOUS D STEEL THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8" THICK, 4FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. 0.0. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. PAINTABLE FIRESTOP SEALANT (BOTH SIDES) 1 A.8 SCALE: 3/4 " =1' -0" 1 -5/8" UNISTRUT CHANNEL ABOVE IF NEEDED NUT AND WASHER EACH SIDE SUSPENDED T —BAR CEILING (WHEN OCCURS) 1 -5/8" UNISTRUT CHANNEL. TRACK LIGHT SECTION BOLTED TO UNISTRUT @ 36" O.C. (MIN. 2 PER EACH SECTION OF TRACK) NOTE: TRACKS ARE DESIGNED TO BE SELF SUPPORTING FOR A SPAN OF UP TO 4' —O" .M. (2) 12ga. 45 SPAYED WIRES @ 8' -0" O.C. EACH DIRECTION MIN. (2) EA. HARDWARE CLIP. LOCATE AT MID POINT OR JUST ABOVE CEILING (IF ONE OCCURS). 3/8 THREADED ROD TO DECK OR STRUCTURE ABOVE 4' -0" O.C. MAX (MIN. 2 PER TRACK SECTION) NUT AND WASHER EACH SIDE BOLT 12' -0" B.O. TRACK 'Eh— LIGHT COUPLING - SUSPENDED TRACK LIGHT DETAIL A.8 SCALE: NTS it•rarttSStStSStSSLS 13 UNDERSID OF EXISTING STRUCTURE 2 #6 SCREWS © EACH CONNECTION 3 -5/8" X 20 GA. PIECE OF TRACK — W/4 — #10 SCREWS (TYP.) 3 — #6 SCREWS AT EACH CONNECTION — (TYP.) LOUNGE BASE AND FLOOR PER PLANS r II 0 0 0 0 �i 3 -5/8" X 20 GA. METAL STUDS © 4 7j _ 16" 0.0. (TYP.) FITTING ROOM 0 0 / 7 3 -5/8" X 20 GA. DIAG. BRACING @ 48" 0.0 ALTERNATE DIRECTION VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON —SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. GYP.BD. CEILING @ 10' -6" LTOP OF PARTITION SECTION THROUGH FR /LOUNGE 3 5/8" X 20GA STEEL STUDS AT 16" O.C. A 8 PAINTED 5/8" TYPE "X" GYP.BD. 3 -5/8 "X20 GA. CONTINUOUS BOTTOM TRACK WITH 1/4" DIA. POWER DRIVEN PINS @48" 0.0. (ICBO #1639) CONTINUOUS 20GA UNPUNCHED TOP TRACK A.8 SCALE 3/4' =1' -0" - ►9;i1 jE j I�� I 1I j j.��OjCI�j �� *� •_ ErEIEU� �.i — 3 -5/8" X 20 GA. PIECE OF TRACK W/4 — #10 SCREWS (TYP.) 3 — #6 SCREWS AT EACH CONNECTION (TYP.) 1 3 A.8 @48 "Q.0 ALTERN ATE DIRECTION 2'x4' SUSPENDED CEILING @14' -0" A.F.F. STOCKROOM PAINTED 5/8" \ \ \ 3 -5/8" X 20 \ \ GA. DIAG. BRACING 3 -5/8" X 20 GA. METAL STUDS © 16" 0.0. (TYP.) TYPE "X" GYP.BD. 3 -5/8 "X20 GA. CONTINUOUS BOTTOM TRACK WITH 1/4" DIA. POWER DRIVEN PINS ©48" O.C. (ICBO #1639) 0 0 0 0 0 I.I SECTION THROUGH STK ROOM /H.C.F.R. J L r ATTACHMENT TO STRUCTURE ABOVE U DERSIDE OF EXISTING STRUCTURE 5/8" TYPE "X" GYP. BD. CEILING © 10' -6" A.F.F. HC. FITTING ROOM BASE AND FLOOR RER PLANS MEMBER (VERIFY% CONDITION) UNISTRUT BEAM CLAMP TYPE 2766 TYPICAL UNISTRUT TYPE P5000 CONT. 12GA. STEEL CHANNEL W/ 2 1/2" TOES CONN. TO TRUSS WITH CLIP 2 — #8 SCREWS SCALE: 3/4 " =1' -0" SCALE NTS VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON —SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. ATTACH FOR LATERAL SUPPORT ONLY EXIST. STRUCTURE ATTACH STUD SECTION TO STRUCTURE W/ (4) #10 SCREWS 3— 5/8 "X20 GA CONT. UNPUNCHED TRACK SECTION 3 -5/8 "X20 GA STEEL STUD ATTACHED TO TRACK SECTION W/ (3) #6 TEK SCREWS TYP. DIAG. BRACING CONN. TO STRUCTURE ABOVE SCALE: NTS " SLOTTED TRACK I P -TRK OR EQ.) TYPE 'X' ' I 5/8"-I GYP. BD. BY ADJACENT TE \IANT. ca w w 0 J w U- in -H EXIST. STRUCT.\CO ti a•,�..._..•� _aa� _._ aa�7. �- ��Aa�� !s__1� ?�a1!aaa�!�as�!a_aa1!� TYPE 5 / 8" GYP. BD. BY TENANT. RAM SET AS REQUIRED 6 CONTINUOUS UNPUNCHED STEEL TRACK UNDERSIDE OF EXISTING STRUCTURE 0 et c ci TOILET F A y " t : y i ` , - \ ci � r;\ 1"x2" WALL TRIM (TOP OF TRIM @ 8' -0" A.F.F.) PAINT FINISH. ci ci ci BOX COLUMN (4)3 5/8 "x16GA METAL STUDS SCREWED TOGETHER. DEM9NG WALL: T-E FCLL' N'.FAS1111ING REQURF vB'[1S ARE TAKEN VitcS S FCR THE INDICATI ASHY. REFER TO UL'S DOCUMENTATION FCR OCNIPLEE ASAWN REQUIENEMS AM ALLOWABLE CPTICN 7/ GYPSUM BOl 2D: 5/8" 1HG<, 4FT WDE, U ATTACHED TO STEEL. STUDS AID FLOCK AND CHUNG TRACK WIN 1 IN LONG, TIPESSTID.. SCREWS TACED 8IN. O.C. A L C N G E D I S CF BOARD AD 12 IN. O.0 IN 11 FIELD CF TEE BOARD. JOINTS CRII NTID \kRTICALLY AND STA= ON CPPSTE 911S CF THE OBEY. EXISTING f I CONCRETE SLAB UPLIGHT IN TOP OF 3 5 /8 "x2OGA METAL ST UDS W/ 5/8" TYPE 'X' GYP. BD� 1 /2" TEMPERED GLASS WINDOW IN 4-1/2" x 1-3/4" ALUM. FRAME 2 #6 SCREWS Q EACH CONNECTION 6" X 20 GA— METAL STUDS AT 16" 0.C. TOILET 3 -5/8 "X20 GA. CONTINUOUS BOTTOM TRACK WITH 1 /4" DIA. POWER DRIVEN PINS ©48" O.C. (ICBO #1639) BASE AND FLOOR PER PLANS PAINTABLE FIRESTOP SEALANT (BOTH SID r: J L 1 r .......% n uiniliiiiiiiiiIiIIIIIInIiIIiiini STOREFRONT DETAIL C�I LI ci I8'— I A. L N ci 0 0 :a A. TILE BASE 3/8" WOOD PANEL FINISH ON WR.GYP.BD. YP. D. G 4 SCALE: 3/4 ".1' -0" UPLIGHT METAL "L" F.R. PARTITION SCALE:1 -1 /2 " =1' -0" A.9 SCALE 3 ° =1' -0" 2" CLEAR TEMPERED GLASS SIDE LIGHT 4 1 /2" x 4 1 /2" ALUMINIUM FRAME IN CLEAR ANODIZED FINISH (TYP.) SIDE LIGHT DETAIL 3 5/8 "x20GA METAL STUDS W/ 5/8" TYPE 'X' GYP.BD. TILE BASE LPL 3/8" WOOD PANEL FINISH ON WR. GYP.BD. J BOX COLUMN (4)3 5/8 "x16GA METAL STUDS SCREWED TOGETHER. • • 1, a 1 /2" TEMPERED GLASS WINDOW IN T 4-1/2" x 1 -3/4" ALUM. FRAME STOREFRONT DETAIL =375 �A�,,,A� `aA�,INIST aA�, LA���A�� a1 UNDERSIDE OF CONT. 3 -5/8" x EXISTING 16ga. TOP TRACK STRUCTURE w/ # 10 TEK SCREWS @ 6" O.C. CEILING. 3 -5/8" X 16 GA. CONT. TOP TRACK CD 0 0 0 ci PROPOSED --I PARTITION TO I UNDERSIDE OF I ROOF DECK NO CEILING OPEN BRACING WITH (2) 3 -5/8" X 20 GA. STUDS SCREWED TOGETHER. FITTING ROOM 5/8" TYPE "X" GYP.BD. 3-5/8" X 20 GA. METAL STUDS © 16" 0.0. (TYP.) 3 -5/8 "X20 GA. CONTINUOUS BOTTOM TRACK WITH 1/4" DIA. POWER DRIVEN PINS ©48" 0.0. (ICBO #1639) EXISTING CONCRETE SLAB 1 ci ci 0 ci ci ci 0 0 \ I iII 0 J w U- N SECTION THROUGH F.R. /LOUNGE 5� 5� CALE: 3/4 "= 1'--0" 2" x 4 1/2" ALUM. FRAME IN CLEAR ANODIZED FINISH (TYP) CDA.8 SCALE: 3 =1' -0" SCALE: 3 ° = 1' -0" •11 .1f1 REVISIONS 11.30.07 BLDG DEPT 02.08.08 BLDG DEPT N cr, DRAWN: BY drvd drvd REGISTRt ARCHITECT 1 a. DEEPAK R. VORA STATE OF WASHINGTON PE{E C_' ) CITY CF LA FEB 1 3 2008 PLhiVdd I (..;LN ! L:F N n L n Jt n J 03 CD cq W n7 - N ai 0 g 0 co L co a� [� U d) N E N v C in ! C\im CZ 8 o a) - co U � I 1-N DATE: 09.20.07 SCALE: SEE DETAILS JOB: MP_SOCM SHEET A.8 OF SHEETS 1 /2" CLEAR TEMPERED GLASS PAINT FINISH ill 1/2" WHITE TO GYP.BD. 4-1/2"x 1 -3/4" ALUM. FRAME DECORATIVE FRAME , `i N F ■ `: .: TEMPERED GLASS it , . 2 "X 4 -1 /2" #10 SCREWS @12 O.C. 3/8" WOOD a ;E . _• ..:: it , :.,:• . . ALUMINIUM FRAME 1/2" CLEAR �..�. ,�. GYP.BD. SOFFIT ON 3 -5/8" PANELING FINISH GYP.BD. ON 3 5/8" 20GA METAL STUDS. 20GA METAL STUDS. SECTION THRU STOREFRONT 9 A.9 SCALE: 3 " =1' -0" OTE: SECURE ALL SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE — NOT TO DECK. x 0 (4) — 12 GA. SPLAY �► S — SPLAYED 90' FROM EACH OTHER AN 45° MAX. FROM CEILING PLANE. EXISTING STRUCTURE —0" MAX FROM WALL (Sc 12' -0" O.C.MAX CUT FLANGE OF STUD AND BEND WEB 90 DEG. ATTACH TO STRUCTURE W/ 3/16" DIA. SHOT —PIN (I.C.B.O. #1639) TO STRUCTURAL CONCRETE AND WITH (2) #12 SHEET METAL SCREWS TO STEEL DECKING WITH INSULATION 3 5/8 "x 20 GA. STEEL STUD COMPRESSION STRUT TYPICAL AT EACH BRACE LOCATION. FOR HEIGHTS GREATER THAN 10' -0" USE DOUBLE STUD COMPRESSION STRUTS SCREWED TOGETHER W / #6 SCREWS @6" 0 /C. 45° 7/8" HAT -- CHANNEL @ 1 5/8" METAL "C" 16" O.C. SECURED TO " (16 GA. MIN. @ CHANNEL (USE 8 GA. 4 —0 0.C.). WIRE MIN.). GYP BD. CEILING DETAIL G.D SCALE: NTS METAL STUDS — SEE FLOOR PLANS FOR SIZES RECESSED STANDARD AS MANUFACTURED BY REEVE. SECURE TO METAL STUD WITH 1 1/4" TYPE '5' BUGLE HEAD DRYWALL SCREWS (TYP.) STANDARD SUPPLIED BY FIXT. MANUF. AND INSTALLED BY G.C. — ALIGN SLOTS BOTH VERTICALLY AND HORIZONTALLY. ALL DIMENSIONS MUST BE MAINTAINED FOR PROPER GYPSUM BOARD INSTALLATION, REFER TO MANUFACTURER EXPOSED 1/16" SPECIFICATIONS FOR FURTHER INSTRUCTION. STUDS DIMENSIONED TO — GYPSUM BOARD OR EXISTING WALL CONSTRUCTION. REFER TO WALL TYPE. CENTER LINE OF RECESSED STANDARD RECESSED STANDARD DETAIL 4 A.9 SCALE: 3 " =1 " -0" 3/8" WOOD PANELING FINISH DECORATIVE FRAME N. SECTION THRU STOREFRONT 5/8" TYPE 'X' GYP. BD. PAINT FINISH TO GYP. BD. 4 - 1 /2 "x1 - 3/4" ALUM.FRAME 1/2" CLEAR TEMPERED GLASS A.9 A.9 SCALE: 3" =1'-0" LIGHT SOURCE TO ILLUMINATE BACKGROUND BY SIGN FABRICATOR 5/8 X 1 -5/8 "C" CHANNEL STRUT, 8' -0" LONG PERPENDICULAR TO CEILING FRAMING MEMBERS 1/2" THREADED IROD X2 PROVIDED BY C.C. INSTALLED I BY G.C. PER SIGN 1/2"-1" !CONTRACTORS MIN. MAX. SPECS FRONT OF SIGN (MALL SIDE) LEASELINE SEE STOREFRONT SIGN SHOP DRAWINGS FOR SPECIFICATIONS SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. SECTION AT STOREFRONT SIGN 2 SCALE: NTS NEW JOHNSONITE # EG -63 —W TRANSITION STRIP. i iIii iIhittll STAINED/ SEALED CONCRETE FLOOR • v A . NOTE: VERIFY TRANSITION WITH LANDLORD NEW CARPET. 4 EXISTING CONCRETE SLAB CONC. TO CARPET FLOORING DETAIL A.9 SCALE: FULL 5/8" TYPE "X" GYP. BD. #10 SCREWS @12" 0.C. —TILE BASE 3/8" WOOD PANEL FINISH ON WR. GYP.BD. — PAINT FINISH \ DECORATIVE FRAME STOREFRONT DECORATIVE FRAME MERCER #160 UNIVERSAL REDUCER 1/2" TEMPERED GLASS WINDOW IN 4-1/2" x 1 -3/4" ALUM. FRAME VINYL TILE FLOOR VINYL TO CARPET 1/8" CLEAR ANODIZED ALUMINIUM COVER TRIM TENANT 9/32" DIAM. POWER DRIVEN PMS @12 "O.C. SECTION THRU GLAZING WALL BASE WITH TILE FINISH 1/8" CLEAR ANODIZED ALUMINIUM COVER TRIM TENANT 9/32" DIAM. POWER DRIVEN PMS @12 "O.C. PAINT FINISH DECORATIVE FRAME DOOR IN CLOSED POSITION (WHERE OCCURS) CARPET —1 3 5 /8 "x2OGA METAL STUDS W/ 5/8" GYP. BD. 4---1 /2"—,/ a) 3 SCALE: FULL ■� mi uimiimiiumin limmilimiiniiiiiiiiiuiumii TILE BASE 1J 3/8 WOOD PANEL FINISH ON WR. GYP.BD. SCALE: 3 " =1' -0" STAINED CONCRETE SURFACE GROUT JOINT FLOAT OUT TO TILE WITH ARDEX SD —T SELF LEVELING, SELF DRYING CONCRETE TOPPING 1/8" TERRAZZO ANGLE W /CLEAR FINISH MALL FLOORING (VERIFY THICKNESS) EXISTING CONCRETE NOTE: VERIFY TRANSITION WITH LANDLORD STAINED CONCRETE TO MALL FLR'G SCALE: FULL 1/2" TEMPERED SAFETY GLASS (TYP) 1/8" CLEAR ANODIZED ALUMINIUM COVER TRIM 2- 4- 1/2 "x1 -3/4" STACKED SILLS T1 TILE MALL CLEAR SILICONE CAULK (TYP) •o 1 /4" SHIM AS REQ'D (TYP) • EXISTING CONCRETE SLAB 1/2" TEMPERED SAFETY GLASS (TYP) D01 2 -4 -1 /2 "x1 -3/4" STAC ' �.�� 1/8" CLEAR ANODIZED ALUMINIUM COVER TRIM SILLS ° COV FrIP MALL CLEAR SILICONE CAULK (TYP) 1/4" SHIM AS REQ'D (TYP) EXISTING CONCRETE SLAB SECTION THRU GLAZING WALL BASE WITH METAL FINISH 5/8" TYPE 'X' GYP.BD. 3 5 /8 "x2OGA. METAL FRAMING @ 16" 0.0 BOX BEAM (2) 3 5 /s "x16GA. & (2) 8 "x 16GA. 5/8" TYPE 'X' GYP.BD. SECTION THRU STOREFRONT 5/8" GYP. BD WALL 6 "x 3/4" POPLAR BASE SUPPLIED & INSTALLED BY G.C. PAINT FINISH TO MATCH WOOD WOOD BASE 2' —O" 1//2 H.C. FITTING ROOM SEAT DETAIL N 3/4" CHANNEL REVEAL 2 — #6 SCREWS @ CON EC. (TYP) C A. A.� SCALE: FULL. 1/8" ANODIZED ALUMINUM BRAKE METAL CLADDING 2 "x4 1/2" ALUMINUM FRAME 1/2" WHITE TEMPERED GLASS 2 "x4 1/2" ALUMINUM FRAME CAULK AND PAINT CAULK AND PAINT PARTITION CLEAR SILICONE BEAD CLEATS BY FIXTURE CONTRACTOR. LAMINATED WOOD SEAT TOP.(FINISHED IN THE FACTORY) CUT TO LENGTH IN FIELD (F. T.I.C.) — LAMINATED WOOD SEAT FRONT.(FINISHED IN THE FACTORY) CUT TO LENGTH IN FIELD (F. T.I.C.) .C. TO INSTALL BENCH .C. TO INSTALL BENCH USING CLEATS FURNISHED BY FIXTURE CONTRACTOR (1 5� SCA LE: 1 " =1' -0" 7120 DEEPAR R. VORA STATE OF WASHINGTON U REVISIONS 11.30.07 BLDG DEPT 02.08.08 BLDG DEPT REGI STZ"P..E) ARCHITECT z U ED 0 RECEI'''FD oF 6 FEB 13 2008 Pthivd► I L:.N i DATE: 09.20.07 B C) co co co co co - 1 07.1 U7 U co N C N q) co cS 2 5 03 0 SCALE: SEE DETAILS DRAWN: JOB: MP_SOCM HEET A.9 OF SHEETS BY drvd drvd 1/2" WHITE TEMPERED GLASS TENANT MALL 2 "X 4 -1 /2" • # ��..,4 . ALUMINIUM FRAME 1/2" CLEAR �..�. ,�. GYP.BD. SOFFIT ON 3 -5/8" `� 20GA METAL STUDS. TEMPERED GLASS SKYLIGHT SECTION 14 SCALE: 3 " =1' —' OTE: SECURE ALL SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE — NOT TO DECK. x 0 (4) — 12 GA. SPLAY �► S — SPLAYED 90' FROM EACH OTHER AN 45° MAX. FROM CEILING PLANE. EXISTING STRUCTURE —0" MAX FROM WALL (Sc 12' -0" O.C.MAX CUT FLANGE OF STUD AND BEND WEB 90 DEG. ATTACH TO STRUCTURE W/ 3/16" DIA. SHOT —PIN (I.C.B.O. #1639) TO STRUCTURAL CONCRETE AND WITH (2) #12 SHEET METAL SCREWS TO STEEL DECKING WITH INSULATION 3 5/8 "x 20 GA. STEEL STUD COMPRESSION STRUT TYPICAL AT EACH BRACE LOCATION. FOR HEIGHTS GREATER THAN 10' -0" USE DOUBLE STUD COMPRESSION STRUTS SCREWED TOGETHER W / #6 SCREWS @6" 0 /C. 45° 7/8" HAT -- CHANNEL @ 1 5/8" METAL "C" 16" O.C. SECURED TO " (16 GA. MIN. @ CHANNEL (USE 8 GA. 4 —0 0.C.). WIRE MIN.). GYP BD. CEILING DETAIL G.D SCALE: NTS METAL STUDS — SEE FLOOR PLANS FOR SIZES RECESSED STANDARD AS MANUFACTURED BY REEVE. SECURE TO METAL STUD WITH 1 1/4" TYPE '5' BUGLE HEAD DRYWALL SCREWS (TYP.) STANDARD SUPPLIED BY FIXT. MANUF. AND INSTALLED BY G.C. — ALIGN SLOTS BOTH VERTICALLY AND HORIZONTALLY. ALL DIMENSIONS MUST BE MAINTAINED FOR PROPER GYPSUM BOARD INSTALLATION, REFER TO MANUFACTURER EXPOSED 1/16" SPECIFICATIONS FOR FURTHER INSTRUCTION. STUDS DIMENSIONED TO — GYPSUM BOARD OR EXISTING WALL CONSTRUCTION. REFER TO WALL TYPE. CENTER LINE OF RECESSED STANDARD RECESSED STANDARD DETAIL 4 A.9 SCALE: 3 " =1 " -0" 3/8" WOOD PANELING FINISH DECORATIVE FRAME N. SECTION THRU STOREFRONT 5/8" TYPE 'X' GYP. BD. PAINT FINISH TO GYP. BD. 4 - 1 /2 "x1 - 3/4" ALUM.FRAME 1/2" CLEAR TEMPERED GLASS A.9 A.9 SCALE: 3" =1'-0" LIGHT SOURCE TO ILLUMINATE BACKGROUND BY SIGN FABRICATOR 5/8 X 1 -5/8 "C" CHANNEL STRUT, 8' -0" LONG PERPENDICULAR TO CEILING FRAMING MEMBERS 1/2" THREADED IROD X2 PROVIDED BY C.C. INSTALLED I BY G.C. PER SIGN 1/2"-1" !CONTRACTORS MIN. MAX. SPECS FRONT OF SIGN (MALL SIDE) LEASELINE SEE STOREFRONT SIGN SHOP DRAWINGS FOR SPECIFICATIONS SIGN CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. SECTION AT STOREFRONT SIGN 2 SCALE: NTS NEW JOHNSONITE # EG -63 —W TRANSITION STRIP. i iIii iIhittll STAINED/ SEALED CONCRETE FLOOR • v A . NOTE: VERIFY TRANSITION WITH LANDLORD NEW CARPET. 4 EXISTING CONCRETE SLAB CONC. TO CARPET FLOORING DETAIL A.9 SCALE: FULL 5/8" TYPE "X" GYP. BD. #10 SCREWS @12" 0.C. —TILE BASE 3/8" WOOD PANEL FINISH ON WR. GYP.BD. — PAINT FINISH \ DECORATIVE FRAME STOREFRONT DECORATIVE FRAME MERCER #160 UNIVERSAL REDUCER 1/2" TEMPERED GLASS WINDOW IN 4-1/2" x 1 -3/4" ALUM. FRAME VINYL TILE FLOOR VINYL TO CARPET 1/8" CLEAR ANODIZED ALUMINIUM COVER TRIM TENANT 9/32" DIAM. POWER DRIVEN PMS @12 "O.C. SECTION THRU GLAZING WALL BASE WITH TILE FINISH 1/8" CLEAR ANODIZED ALUMINIUM COVER TRIM TENANT 9/32" DIAM. POWER DRIVEN PMS @12 "O.C. PAINT FINISH DECORATIVE FRAME DOOR IN CLOSED POSITION (WHERE OCCURS) CARPET —1 3 5 /8 "x2OGA METAL STUDS W/ 5/8" GYP. BD. 4---1 /2"—,/ a) 3 SCALE: FULL ■� mi uimiimiiumin limmilimiiniiiiiiiiiuiumii TILE BASE 1J 3/8 WOOD PANEL FINISH ON WR. GYP.BD. SCALE: 3 " =1' -0" STAINED CONCRETE SURFACE GROUT JOINT FLOAT OUT TO TILE WITH ARDEX SD —T SELF LEVELING, SELF DRYING CONCRETE TOPPING 1/8" TERRAZZO ANGLE W /CLEAR FINISH MALL FLOORING (VERIFY THICKNESS) EXISTING CONCRETE NOTE: VERIFY TRANSITION WITH LANDLORD STAINED CONCRETE TO MALL FLR'G SCALE: FULL 1/2" TEMPERED SAFETY GLASS (TYP) 1/8" CLEAR ANODIZED ALUMINIUM COVER TRIM 2- 4- 1/2 "x1 -3/4" STACKED SILLS T1 TILE MALL CLEAR SILICONE CAULK (TYP) •o 1 /4" SHIM AS REQ'D (TYP) • EXISTING CONCRETE SLAB 1/2" TEMPERED SAFETY GLASS (TYP) D01 2 -4 -1 /2 "x1 -3/4" STAC ' �.�� 1/8" CLEAR ANODIZED ALUMINIUM COVER TRIM SILLS ° COV FrIP MALL CLEAR SILICONE CAULK (TYP) 1/4" SHIM AS REQ'D (TYP) EXISTING CONCRETE SLAB SECTION THRU GLAZING WALL BASE WITH METAL FINISH 5/8" TYPE 'X' GYP.BD. 3 5 /8 "x2OGA. METAL FRAMING @ 16" 0.0 BOX BEAM (2) 3 5 /s "x16GA. & (2) 8 "x 16GA. 5/8" TYPE 'X' GYP.BD. SECTION THRU STOREFRONT 5/8" GYP. BD WALL 6 "x 3/4" POPLAR BASE SUPPLIED & INSTALLED BY G.C. PAINT FINISH TO MATCH WOOD WOOD BASE 2' —O" 1//2 H.C. FITTING ROOM SEAT DETAIL N 3/4" CHANNEL REVEAL 2 — #6 SCREWS @ CON EC. (TYP) C A. A.� SCALE: FULL. 1/8" ANODIZED ALUMINUM BRAKE METAL CLADDING 2 "x4 1/2" ALUMINUM FRAME 1/2" WHITE TEMPERED GLASS 2 "x4 1/2" ALUMINUM FRAME CAULK AND PAINT CAULK AND PAINT PARTITION CLEAR SILICONE BEAD CLEATS BY FIXTURE CONTRACTOR. LAMINATED WOOD SEAT TOP.(FINISHED IN THE FACTORY) CUT TO LENGTH IN FIELD (F. T.I.C.) — LAMINATED WOOD SEAT FRONT.(FINISHED IN THE FACTORY) CUT TO LENGTH IN FIELD (F. T.I.C.) .C. TO INSTALL BENCH .C. TO INSTALL BENCH USING CLEATS FURNISHED BY FIXTURE CONTRACTOR (1 5� SCA LE: 1 " =1' -0" 7120 DEEPAR R. VORA STATE OF WASHINGTON U REVISIONS 11.30.07 BLDG DEPT 02.08.08 BLDG DEPT REGI STZ"P..E) ARCHITECT z U ED 0 RECEI'''FD oF 6 FEB 13 2008 Pthivd► I L:.N i DATE: 09.20.07 B C) co co co co co - 1 07.1 U7 U co N C N q) co cS 2 5 03 0 SCALE: SEE DETAILS DRAWN: JOB: MP_SOCM HEET A.9 OF SHEETS BY drvd drvd SPECIFICATIONS DIVISION 1 - GENERAL CONDITIONS 0101 GENERAL CONTRACTOR SHALL OBTAINTHE NECESSARY PAPERWORK RELATED TO CONTRACT FROM TENANT & SHALL APPRAISE ALL SUBCONTRACTORS, SUPPLIER AND ANY OTHER PARTIES TO THE CONTRACT OR INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TO ITS CONTENTS. 0102. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE TENANT, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR LETTER FROM THE GOVERNING BODY AND TENANT'S PRIOR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR /BY THE CONTRACTOR INVOLVED. 0103. LANDLORD'S CRITERIA: ALL WORK IN THIS CONTRACT SHALL BE IN CONFORMITY WITH REQUIREMENTS SET FORTH IN THE LANDLORD'S "TENANT'S DESIGN CRITERIA" MANUAL. IT WILL BE GENERAL CONTRACTOR'S RESPONSIBILITY TO STUDY THE MANUAL AND MEET WITH ALL APPLICABLE REQUIREMENTS AS IT PERTAINS TO THIS PROJECT. 0104. GENERAL CONTRACTOR BIDDERS AND THEIR SUBCONTRACTORS SHALL REPORT ANY DISCREPANCIES IN THE TENANT'S WORKING DRAWINGS, INCLUDING VARIATIONS OF QUANTITIES OF FINISH MATERIALS TO BE SUPPLIED BY TENANT PRIOR TO SUBMISSION OF BIDS. 0105. THE TENANT'S GENERAL CONTRACTOR SHALL LAYOUT WORK IN CONFORMITY WITH REQUIREMENTS OF DRAWINGS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING ANY WORK, TENANT'S GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT SITE AND NOTIFY THE TENANT OF FINDINGS IN WRITING. 0106. THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO, OR DEDUCT FROM THE CONTRACT WORK. THE CONTRACT SUM WILL BE ADJUSTED ACCORDINGLY. 0107. TENANT FURNISHED ITEMS: CONTRACTOR AGREES TO ACCEPT ALL TENANT FURNISHED ITEMS AT THE JOB SITE. HE SHALL COORDINATE DELIVERY AND SET UP OF SUCH ITEMS WITH TENANT AS REQUIRED, MANIFEST RETURNED TO TENANT. 0108. THE TENANT'S GENERAL CONTRACTOR SHALL MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY FASHION DURING THE ENTIRE CONSTRUCTION PERIOD, REMOVING ALL TRASH AND RUBBISH FROM THE JOB SITE DAILY. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN THE TENANT'S SPACE. 0109. TEMPORARY CONSTRUCTION: THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIED ITEMS OF TEMPORARY CONSTRUCTION: A. FOR STORE REMODELING: WORK SHALL BE SCHEDULED TO PERMIT OPERATION OF THE STORE DURING THE ENTIRE REMODEL PERIOD. B. TEMPORARY BARRICADES: THE CONTRACTOR SHALL ERECT TEMPORARY ENCLOSURES OVER OPENINGS WHEN SUCH ACTION IS NECESSARY FOR PROPER INSTALLATION OR PROTECTION OF ANY PORTION OF THE WORK. COSTS FOR SUCH BARRICADES SHALL BE PAID FOR BY THE GENERAL CONTRACTOR. C. TEMPORARY TRASH STORAGE AND REMOVAL: THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH THE TENANT'S LANDLORD TO PROVIDE ARRANGEMENTS FOR THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND SHALL PAY COSTS AS THEY ARISE FOR SUCH PROVISION. D. TEMPORARY FIRE PROTECTION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND OTHER EQUIPMENT AS NECESSARY FOR PROPER FIRE PROTECTION DURING CONSTRUCTION. E. PROTECTION OF WORK IN PLACE: WORK IN PLACE THAT IS SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE, AND UNBLEMISHED CONDITION. 0110. MATERIAL SUBSTITUTIONS: MANUFACTURER'S NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURER'S WILL BE ACCEPTABLE IF, IN THE OPINION OF THE TENANT. THE SUBSTITUTE MATERIAL IS OF A QUALITY AS GOOD OR BETTER THAN THE MATERIAL SPECIFIED AND WILL SERVE WITH EQUAL EFFICIENCY AND DEPENDABILITY THE PURPOSE FOR WHICH THE ITEMS SPECIFIED WERE INTENDED. 0111. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURER'S. ALL LIKE MATERIALS USED SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. 0112. WORKMANSHIP: UNDER WORKMANSH ALL WORK DER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN, AND EXECUTED IN A NEAT AND WORKMAN LIKE MANNER. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF SPACE BY THE TENANT. 0113. SHOP DRAWINGS: SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF EQUIPMENT AND SYSTEMS, AND SUCH OTHER ILLUSTRATIVE MATERIAL AS MAY BE CONSIDERED NECESSARY BY THE TENANT WILL BE SUBMITTED BY THE CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING CONSTRUCTION. THREE (3) SETS ARE REQUIRED PER SUBMISSION. DIVISION 4 - SITE WORK DIVISION 6 - WOOD AND PLASTICS 0114. DEMOLITION: THE TENANT'S GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING PARTITIONS, FLOOR AND WALL FINISHES, FIXTURES, RAISED FLOOR AREAS, PLUMBING, LIGHT FIXTURES AND OTHER MATERIALS AS REQUIRED TO ACCOMPLISH NEW CONSTRUCTION. SUCH MATERIALS SHALL BE DISPOSED OF BY THE TENANT'S GENERAL CONTRACTOR EXCEPT THOSE ITEMS WHICH CAN BE UTILIZED IN NEW CONSTRUCTION AND THOSE ITEMS SCHEDULED ON PLANS TO BE REUSED. ALL DAMAGED SURFACES AND ITEMS THAT ARE TO REMAIN MUST BE REPAIRED TO SERVICEABLE CONDITION. ANY VARIATION IN MATERIALS NOW SHOWN ON TENANT'S PLANS THAT ARE UNCOVERED DURING DEMOLITION THAT WOULD CAUSE ANY ADDITIONAL COST TO THE TENANT SHALL BE REPORTED TO THE TENANT, DIVISION 5 - METALS 0501. STRUCTURAL METALS: THE DESIGN, FABRICATION AND INSTALLATION OF ALL MISCELLANEOUS METAL LINTELS, SUPPORTS AND FRAMING REQUIRED FOR ALL STOREFRONT WORK SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR. THE TENANT'S STRUCTURE AT THE STOREFRONT SHALL BE INDEPENDENT OF THE LANDLORD'S STRUCTURE. 0502. PROVIDE AND INSTALL 3 -5/8" X 20 GA. METAL STUDS AT 16" O.C. FOR ALL INTERIOR PARTITIONS. PROVIDE DIAGONAL BRACING AS REQUIRED BY CODES. ALL PARTITIONS TO HAVE 5/8" TYPE "X" FIRE CODE GYPSUM BOARD. USE 6" X 16 GA. Sc 20 GA. AND 3 -5/8" X 20 GA. STUDS FOR STOREFRONT FRAMING. 0601. PLYWOOD: PLYWOOD SHALL BE PAINT GRADE BIRCH IN CABINETRY IF PAINT FINISH IS TO BE APPLIED. ALL EXPOSED EDGES SHALL HAVE A 1/4" THICK HARDWOOD EDGEBAND. PROVIDE NON - COMBUSTIBLE BACKING IN WALLS WHERE REQUIRED. 0602. PARTICLE BOARD: ALL PARTICLE BOARD SHALL BE HIGH DENSITY INDUSTRIAL GRADE. ALL EXPOSED EDGES IN CABINETRY SHALL HAVE A 1/4" THICK HARDWOOD EDGE BAND. 0603. PLASTIC LAMINATE: ALL LAMINATED PLASTIC SHALL BE 1/16" THICK. ALL PLYWOOD AND PARTICLE BOARD DOORS WHICH ARE TO HAVE A LAMINATED PLASTIC FRONT SHALL HAVE A LAMINATED PLASTIC BALANCE SHEET ON BACK. 0604. MILLWORK: PROVIDE TRIM, MILLWORK AND CABINETS, WOOD BASE CONFORMING TO TENANT'S DRAWINGS AND GUIDE SPECIFICATIONS FOR ARCHITECTURAL WOODWORKING INSTITUTE FOR CUSTOM GRADE WORK. DIVISION 7 - THERMAL PROTECTION 0701. INSULATION: REFER TO THE RESPONSIBILITY NOTES ON THE MECHANICAL DRAWINGS. WHERE INSULATION IS REQUIRED THE R VALUES IN THE CEILING AND WALLS SHALL BE AT THE ACCEPTABLE LEVELS FOR THE GIVEN AREA OF THE COUNTRY, HOWEVER, IN NO CASE SHALL THEY BE LESS THAN R -19 IN THE CEILING AND R -12 IN THE WALLS. IF FIBROUS BATT IS USED FOR CEILING AND WALL INSULATION, THEN A VAPOR BARRIER WILL BE INSTALLED ON THE INSIDE OF THE SECTION. FOR CEILING INSULATION, NO INSULATION WILL BE PLACED ABOVE RECESSED LIGHT FIXTURES. ALL INSULATION SHALL MEET LOCAL FIRE CODES AND BE NON - COMBUSTIBLE (NO PAPERBACK BATTS) DIVISION 8 - DOORS AND WINDOWS 0801. HOLLOW AND SOLID CORE WOOD DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION INDUSTRY STANDARD. DOORS SHALL BE SOLID CORE MASONITE OR PAINT GRADE BIRCH UNLESS OTHERWISE NOTED ON DOOR SCHEDULE. HARDWARE SHALL BE RUSSWIN, YALE OR CORBIN. INSTALL ALL FINISH HARDWARE AND BUILDING SPECIALTIES NORMALLY INSTALLED BY THIS TRADE. 0802. STOREFRONT AND GLAZING: PROVIDE AND INSTALL 1/2" CLEAR TEMPERED GLASS WINDOWS IN CLEAR ANODIZED ALUMINUM FINISH EXTRUSIONS. USE GLASS CLIPS AND / OR SILICONE JOINTS AS REQUIRED ALSO PROVIDE AND INSTALL HERCULITE GLASS DOORS W /TOP & SIDE LITES W /CUSTOM DOOR PULLS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND INDUSTRY STANDARDS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. 0803. HOLLOW METAL DOORS: SHALL CONSIST OF TWO (2) FLUSH FACES OF 16 GA. STEEL, ONE PIECE, QUALITY ROLLED SHEET STEEL FACES, TOP AND BOTTOM CHANNELS 16 GA. STEEL, HINGE REINFORCEMENT 10 GA. STEEL. PROVIDE ADJUSTABLE ALUMINUM THRESHOLD SET IN MASTIC, FRAME SHALL BE 16 GA. STEEL AND INTEGRAL STOPS WITH MITERED, WELDED, AND GROUND CORNER JOINTS. ALL DOORS SHALL BE WEATHER STRIPPED WITH BRASS, VINYL TUBULAR GASKET OR 3M TYPE Y -2743 WEATHER STRIP TO FORM A TIGHT WEATHER SEAL FOR DOORS THAT REQUIRE A FIRE RATING, SEE DOOR SCHEDULE. DIVISION 9 - FINISHES 0901. GYPSUM WALLBOARD: ALL GYPSUM BOARD SHALL BE 5/8" THICK TYPE "X" FIRE CODE. ALL GYPSUM BOARD AT OUTSIDE CORNERS SHALL RECEIVE "USG" DUR -A -BED #101. USE "USG" #2008 METAL TRIM WHERE ENDS ARE EXPOSED. ALL JOINTS SHALL HAVE "USG" PERF -A -TAPE JOINT SYSTEM. GYPSUM BOARD SHALL EXTEND TO THE UNDERSIDE OF THE DECK AND WILL BE AIRTIGHT TO THE DECK AT THE DEMISING PARTITIONS. USE WATER RESISTANT GYPSUM BOARD ON TOILET WALLS. USE DENSGLASS GOLD EXTERIOR BOARD AT STOREFRONT IF EXTERIOR CONDITON MALL(TYP.). 0902. PAINTING: FINISH ALL WALLS IN PUBLIC AREA W /EGGSHELL PAINT. FINISH EXPOSED ROOF DECK, PIPES, DUCT WORK, ETC WITH FLAT PAINT FINISH. APPLY MIN. 2 COATS OF PAINT ON TOP OF PRIMER RECOMMENDED BY MANUFACTURER. USE GLOSSY PAINT AT ENTRY AREA WHERE INDICATED ON DRAWINGS. 0903. WALL COVERING: INSTALL WALL COVERING AS SPECIFIED IN COLOR MATERIAL SCHEDULE. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION AND INDUSTRY STANDARDS FOR SUCH WORK. 0904. MALL FLOORING:' PROVIDE AND INSTALL FLOOR MATERIAL IDENTICAL TO ADJOINING MALL SURFACE FROM THE LEASE LINE TO TENANT'S STOREFRONT CLOSURE IF INDICATED ON DRAWINGS. CONSULT LANDLORD FOR MATERIAL SPECIFICATION AND INSTALLATION DETAILS. 0905. STAINED CONCRETE FLOOR: THOROUGHLY CLEAN EXISTING CONCRETE FLOOR BY BEAD BLASTING. APPLY BEHR SEMI TRANSPARENT CONCRETE STAIN. FINISH BY WATER SCRUBBING AND MOPPING THE FLOOR FINISH WITH SEALER. INSTALL STAIN AND SEALER AS PER MANUFACTURER'S STANDARD SPECIFICATIONS AND INSTALLATION RECOMMENDATIONS. INSTALLER SHALL FAMILIARIZE HIMSELF WITH THE ANY RELEVANT INSTALLATION PROCEDURE. - CONCRETE STAIN MANUFACTURER SHALL BE BEHR STYLE SEMI TRANSPARENT CONCRETE STAIN. APPLY IN INDICATED AREAS. - COVERAGE: A MINIMUM OF TWO SEPARATE STAIN APPLICATIONS ARE NORMALLY REQUIRED OVER CONCRETE. ADDITIONAL APPLICATIONS MAY BE NEEDED ON OLDER OR WEATHERED CONCRETE SURFACES OR TO OBTAIN A PARTICULAR COLOR EFFECT. BEHR SEMI TRANSPARENT CONCRETE STAIN SHOULD BE APPLIED FULL STRENGTH (UNDILUTED). THE COVERAGE RATE IS APPROXIMATELY 175 -250 SQ.FT. PER GALLON FOR FIRST APPLICATION. SECOND COAT AT SPREAD RATE OF 250 -350 SQ.FT. PER FALLON. - PREPARATION: BEFORE STAINING THE CONCRETE SURFACE ALL DIRT, FORM OIL, PLASTER STAINS, OIL, AND GREASE MUST BE COMPLETELY REMOVED BY CLEANING. COATINGS, WATER REPELLENTS, PREVIOUSLY APPLIED ADHESIVES, AND CURING MEMBRANES MUST BE REMOVED BY SANDBLASTING THOUGH SMALL SPOTS OF PAINT MAY BE REMOVED BY SANDBLASTING. - APPLICATION: THE STAIN SOLUTION SHOULD BE TRANSFERRED TO THE SURFACE BY BRUSH OR SPRAY AND IMMEDIATELY SCRUBBED IN. WORKING AS A TEAM ONE WORKMAN SHOULD SPRAY THE STAIN SOLUTION EVENLY A FEW INCHES AHEAD OF THE BRUSH WHILE A SECOND WORKMAN SCRUBS IT INTO THE SURFACE. - RINSING: AFTER THE FINAL APPLICATION OF STAIN HAS REMAINED ON THE SURFACE FOR A MINIMUM OF APPROX. 4 HOURS, ALL RESIDUE MUST BE COMPLETELY REMOVED BY WET SCRUBBING WITH A SUITABLE, HIGH QUALITY COMMERCIAL DETERGENT USING A ROTARY FLOOR MACHINE OR A STIFF BRISTLE BRUSH. THE SURFACE MUST BE THOROUGHLY RINSED AFTER SCRUBBING UNTIL THE RINSE WATER IS COMPLETELY CLEAN. 0906. CEMENT TOPPING MIX: USE ARDEX SD--T SELF DRYING, SELF LEVELING CEMENTITIOUS TOPPING MIX FOR FAST TRACK RESURFACING, SMOOTHING, OR LEVELING OF CONCRETE. APPLY TOPPING MIX IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TOPPING AND PATCHING MATERIAL SHALL BE ARDEX SD -T CEMENTITIOUS TOPPING MIX, IN AREAS WHERE REQUIRED MIXING AND INSTALLING AS PER MANUFACTURER'S DIRECTIONS AND SPECIFICATIONS. 0907. SUB FLOOR PREPARATION: ALL CONCRETE SUB FLOORS MUST BE SOLID, THOROUGHLY CLEANED, FREE OIL, WAX, GREASE, ASPHALT, PAINT, LATEX COMPOUNDS, CURING AND SEALING COMPOUNDS AND ANY CONTAMINANT WHICH COULD ACT AS A BONDBREAKER. MECHANICALLY CLEAN THE SURFACE BY SHOT BLASTING, SCARIFYING OR SIMILAR. OVER WATERED, FROZEN OR OTHERWISE WEAK CONCRETE SURFACES MUST ALSO BE CLEANED DOWN TO SOUND, SOLID CONCRETE BY MECHANICAL METHODS. ACID ETCHING OR THE USE OF SOLVENTS IS NOT AN ACCEPTABLE MEANS OF CLEANING THE SUBSTRATE. SUB FLOORS MUST BE DRY AND PROPERLY PRIMED FOR A SUCCESSFUL INSTALLATION. SUBSTRATE TEMP. MUST BE A MINIMUM OF 50' FOR INSTALLATION OF ARDEX PRODUCTS. DUE TO THE POROSITY OF CONCRETE SUBSTRATES THAT ARE MECHANICALLY PREPARED., IT IS NECESSARY TO TREAT ALL SUBSTRATES TO RECEIVE ARDEX SD -T AS BEING EXTREMELY ABSORBENT CONCRETE. IT IS OUR RECOMMENDATION THAT DOUBLE PRIMING WILL OVERCOME PROBLEMS ASSOCIATED WITH HIGHLY ABSORBENT CONCRETE. USE ARDEX P 51 PRIMER. 0908. SHEET VINYL: PROVIDE AND INSTALL COMMERCIAL GRADE SHEET VINYL FLOORING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY STANDARDS, IN TOILET WITH 6" HIGH SELF - COVING BASE. 0909. RUBBER BASE: PROVIDE AND INSTALL VINYL AND RUBBER BASE AS INDICATED IN COLOR AND MATERIAL SCHEDULE WHERE INDICATED ON PLANS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 0910. CARPET: G.C. TO INSTALL CARPET FURNISHED BY TENANT IN LOCATION INDICATED. CARPET SHALL BE GLUED DIRECTLY TO CONCRETE SUBFLOOR. ALL SEAMS BONDED WITH SEAM SEALERS. INSTALLATION AS PER MANUFACTURER'S AND INSTRUCTION STANDARDS PER SUCH WORK. 0911. WOOD: G.C. TO INSTALL WOOD FURNISHED BY TENANT AT STORE FRONT ENTRY AREA AS INDICATED. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S AND INDUSTRY STANDARDS FOR SUCH WORK. 0912. CERAMIC TILES: PROVIDE AND INSTALL 12 "x12" CERAMIC TILES. INSTALL AT STOREFRONT AS INDICATED ON DRAWINGS. TILES SHALL BE INSTALLED IN ACCORDANCE WITH THE TILE COUNCIL OF AMERICA HANDBOOK. GROUT SHALL MATCH TILE COLOR. DIVISION 10 - SPECIALTIES 1001. NEON WORK AND SIGNAGE: PROVIDE AND INSTALL STOREFRONT SIGNAGE AS INDICATED ON DRAWINGS. SUBMIT SHOP DRAWINGS OF SIGNAGE WORK TO LANDLORD AND TENANT FOR APPROVAL PRIOR TO FABRICATION. 1002. TOILET ACCESSORIES: PROVIDE AND INSTALL ALL COMPONENTS OF ALL TOILET ACCESSORIES, GRAB BAR, MIRROR, TOILET PAPER HOLDER, ETC. AS PER CODE REGULATIONS. 1003. DECOR ITEMS: TENANT'S GENERAL CONTRACTOR SHALL INSTALL DECORATIVE WINDOW SURROUND AT STOREFRONT AND LOUVER BUMPOUTS AT INTERIOR ETC., FURNISHED BY TENANT'S SPECIALTY CONTRACTOR. INSTALLATION SHALL BE IN ACCORDANCE WITH APPLICABL CODES AND INDUSTRY STANDARDS FOR SUCH WORK. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. DIVISION 11 - EQUIPMENT 1101. FIXTURE CONTRACTOR SHALL VERIFY QUANTITIES, AND TYPES OF FIXTURES INDICATED ON DRAWINGS PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE REQUIRED OF ALL CUSTOM FABRICATED FIXTURES. TENANT SHALL SELECT ALL PERIMETER HARDWARE AND SLATWALL ACCESSORIES. GENERAL CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF FIXTURES WITH TENANT AND FIXTURE CONTRACTOR. PLAQUE SIGNAGE A. DOOR MOUNTED SIGNAGE ATTACH GRAB THRU 1. (UNISEX) -12" DIAMETER CIRCLE 1/4" THICK WITH 1/4" THICK WALL W /MOUNTING TRIANGLE SUPERIMPOSED WITHIN CIRCLE. SCREWS TO 2X6 WOOD 2. THE CHARACTERS AND BACKGROUND OF THE SIGN SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR BACKING PLATE AND THE CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH S U'! ,ELY FASTENED THE COLOR AND CONTRAST OF THE DOOR. r , -.) EN STUDS AS FLOOR. SIGNS SHALL BE CENTERED ON THE DOOR 60" FROM THE � \-- .. 'H 43 G , B. WALL MOUNTED SIGNS C.- OC �c X 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL f ' ir ,;'.'' ! NI INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF TIDE ■ . `" \: - ' - \ DOOR. THE BORDER DIMENSION SHALL BE A MINIMUM OF 6" IN HEIGHT. NOTE: IF NO WALL SPACE IS AVAILABLE, SIGN IS TO BE PLACED ON TH NEAREST ADJACENT WALL, PREFERABLY ON RIGHT. 2. VERBAL DESCRIPTION AS TO REST ROOM USSAGE (I.E. MEN'S REST ROOM) IS TO BE PLACED DIRECTLY BELOW THE SYMBOL OF ACCESSIBILITY. 3. THE CHARACTER AND BACKGROUND OF THE SIGN SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR AND THE CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR OF THE WALL. NOTE: THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. 4. SIGNS SHALL BE CENTERED ON THE WALL 60" FROM THE FLOOR. 5. LETTERS AND NUMERALS SHALL BE RAISED 1/32 ", SANS -SERIF UPPERCASE CHARACTERS AND ARE TO BE ACCOMPANIED BY GRADE 2 BRAILLE CHARACTERS (MINIMUM 5/8" HIGH AND A MAXIMUM OF 2" HIGH) 6. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 7. SIGN MUST BE MOUNTED © 8" MAX FROM EDGE OF STRIKE OF DOOR. UPPER CAS CHARACTERS CORRESPONDING GRADE II BRAILLE WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR- SWING. MOUNT AT 60" TO CENTERLINE OF SIGNE FROM FLOOR. I GENERAL SIGNAGE NOTES SCALE: FULL REQUIRED. (3) #14 X 2-1/2" TYPE 304 STL.STL. PHILLIPS POUND HEAD SHEET METAL SCREWS. 1 1/2" WALL GRAB BAR DETAIL A.10 SCALE: 3" =1' -0" SIGN SPECS: 1/4" THK. SIGN PANEL a) WHITE CHARACTERS ON BLUE FIELD (FED. STD. COLOR #15090) b) AFFIX TO DOOR W/ PERM. ADHESIVE c) BRUSHED ALUMN. SIGN, WHERE INDICATED. O cn BRAILLE SPECS: a) CONTRACTED GRADE '2' b) DOTS: 1/10" O.C. EACH CELL, 2/10" BETWEEN CELLS, RAISED MIN. 1/40" LL Q WHITE GRAPHICS ON BLUE BACKGROUND 1/4" ACRYLIC 6" TALL INT'L SYMBOL IN WHITE 1" HIGH BRAILLE TOILET UNISEX SIGNAGE SCALE :1 " =1' -0' REVISIONS Zo fEc Wm' Wo Og BY 712D DEEPAK R. VORA STATE OF IVISHINGTCH N LC) LLJ Q� LLJ L� Q n II < 00 00 N QQ 07 z U ED O cn N) co CITY Or , FEB 1 3 2008 Pbhivn 1 CE6'e I Erb m ai ca `m C m U 0 (a c as m f0 m rn N co o LV to co co E O E E co or co ch 0 � S - 2 co co cn a DATE: 09.20.07 SCALE: AS SHOWN DRAWN: JOB: MP SOCM SHEET A•10 OF SHEETS TV BRACKET BOLTED TO PULLSIDE OF BOX UNISTRUT 0 Q . GYP. = 8 " x8 x8 SOFFIT PULLBOX A/V DUPLE. OUTLET REMOVABLE OUTLET METAL PLATE FOR PULLBOX DO •,..... ael 0 STOREFRONT MONITOR SUPPORT DETAIL 4 A.10 SCALE:3 =1' -0" SPECIFICATIONS DIVISION 1 - GENERAL CONDITIONS 0101 GENERAL CONTRACTOR SHALL OBTAINTHE NECESSARY PAPERWORK RELATED TO CONTRACT FROM TENANT & SHALL APPRAISE ALL SUBCONTRACTORS, SUPPLIER AND ANY OTHER PARTIES TO THE CONTRACT OR INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TO ITS CONTENTS. 0102. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE TENANT, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR LETTER FROM THE GOVERNING BODY AND TENANT'S PRIOR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR /BY THE CONTRACTOR INVOLVED. 0103. LANDLORD'S CRITERIA: ALL WORK IN THIS CONTRACT SHALL BE IN CONFORMITY WITH REQUIREMENTS SET FORTH IN THE LANDLORD'S "TENANT'S DESIGN CRITERIA" MANUAL. IT WILL BE GENERAL CONTRACTOR'S RESPONSIBILITY TO STUDY THE MANUAL AND MEET WITH ALL APPLICABLE REQUIREMENTS AS IT PERTAINS TO THIS PROJECT. 0104. GENERAL CONTRACTOR BIDDERS AND THEIR SUBCONTRACTORS SHALL REPORT ANY DISCREPANCIES IN THE TENANT'S WORKING DRAWINGS, INCLUDING VARIATIONS OF QUANTITIES OF FINISH MATERIALS TO BE SUPPLIED BY TENANT PRIOR TO SUBMISSION OF BIDS. 0105. THE TENANT'S GENERAL CONTRACTOR SHALL LAYOUT WORK IN CONFORMITY WITH REQUIREMENTS OF DRAWINGS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING ANY WORK, TENANT'S GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT SITE AND NOTIFY THE TENANT OF FINDINGS IN WRITING. 0106. THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO, OR DEDUCT FROM THE CONTRACT WORK. THE CONTRACT SUM WILL BE ADJUSTED ACCORDINGLY. 0107. TENANT FURNISHED ITEMS: CONTRACTOR AGREES TO ACCEPT ALL TENANT FURNISHED ITEMS AT THE JOB SITE. HE SHALL COORDINATE DELIVERY AND SET UP OF SUCH ITEMS WITH TENANT AS REQUIRED, MANIFEST RETURNED TO TENANT. 0108. THE TENANT'S GENERAL CONTRACTOR SHALL MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY FASHION DURING THE ENTIRE CONSTRUCTION PERIOD, REMOVING ALL TRASH AND RUBBISH FROM THE JOB SITE DAILY. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN THE TENANT'S SPACE. 0109. TEMPORARY CONSTRUCTION: THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIED ITEMS OF TEMPORARY CONSTRUCTION: A. FOR STORE REMODELING: WORK SHALL BE SCHEDULED TO PERMIT OPERATION OF THE STORE DURING THE ENTIRE REMODEL PERIOD. B. TEMPORARY BARRICADES: THE CONTRACTOR SHALL ERECT TEMPORARY ENCLOSURES OVER OPENINGS WHEN SUCH ACTION IS NECESSARY FOR PROPER INSTALLATION OR PROTECTION OF ANY PORTION OF THE WORK. COSTS FOR SUCH BARRICADES SHALL BE PAID FOR BY THE GENERAL CONTRACTOR. C. TEMPORARY TRASH STORAGE AND REMOVAL: THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH THE TENANT'S LANDLORD TO PROVIDE ARRANGEMENTS FOR THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND SHALL PAY COSTS AS THEY ARISE FOR SUCH PROVISION. D. TEMPORARY FIRE PROTECTION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND OTHER EQUIPMENT AS NECESSARY FOR PROPER FIRE PROTECTION DURING CONSTRUCTION. E. PROTECTION OF WORK IN PLACE: WORK IN PLACE THAT IS SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE, AND UNBLEMISHED CONDITION. 0110. MATERIAL SUBSTITUTIONS: MANUFACTURER'S NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURER'S WILL BE ACCEPTABLE IF, IN THE OPINION OF THE TENANT. THE SUBSTITUTE MATERIAL IS OF A QUALITY AS GOOD OR BETTER THAN THE MATERIAL SPECIFIED AND WILL SERVE WITH EQUAL EFFICIENCY AND DEPENDABILITY THE PURPOSE FOR WHICH THE ITEMS SPECIFIED WERE INTENDED. 0111. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURER'S. ALL LIKE MATERIALS USED SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. 0112. WORKMANSHIP: UNDER WORKMANSH ALL WORK DER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN, AND EXECUTED IN A NEAT AND WORKMAN LIKE MANNER. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF SPACE BY THE TENANT. 0113. SHOP DRAWINGS: SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF EQUIPMENT AND SYSTEMS, AND SUCH OTHER ILLUSTRATIVE MATERIAL AS MAY BE CONSIDERED NECESSARY BY THE TENANT WILL BE SUBMITTED BY THE CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING CONSTRUCTION. THREE (3) SETS ARE REQUIRED PER SUBMISSION. DIVISION 4 - SITE WORK DIVISION 6 - WOOD AND PLASTICS 0114. DEMOLITION: THE TENANT'S GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING PARTITIONS, FLOOR AND WALL FINISHES, FIXTURES, RAISED FLOOR AREAS, PLUMBING, LIGHT FIXTURES AND OTHER MATERIALS AS REQUIRED TO ACCOMPLISH NEW CONSTRUCTION. SUCH MATERIALS SHALL BE DISPOSED OF BY THE TENANT'S GENERAL CONTRACTOR EXCEPT THOSE ITEMS WHICH CAN BE UTILIZED IN NEW CONSTRUCTION AND THOSE ITEMS SCHEDULED ON PLANS TO BE REUSED. ALL DAMAGED SURFACES AND ITEMS THAT ARE TO REMAIN MUST BE REPAIRED TO SERVICEABLE CONDITION. ANY VARIATION IN MATERIALS NOW SHOWN ON TENANT'S PLANS THAT ARE UNCOVERED DURING DEMOLITION THAT WOULD CAUSE ANY ADDITIONAL COST TO THE TENANT SHALL BE REPORTED TO THE TENANT, DIVISION 5 - METALS 0501. STRUCTURAL METALS: THE DESIGN, FABRICATION AND INSTALLATION OF ALL MISCELLANEOUS METAL LINTELS, SUPPORTS AND FRAMING REQUIRED FOR ALL STOREFRONT WORK SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR. THE TENANT'S STRUCTURE AT THE STOREFRONT SHALL BE INDEPENDENT OF THE LANDLORD'S STRUCTURE. 0502. PROVIDE AND INSTALL 3 -5/8" X 20 GA. METAL STUDS AT 16" O.C. FOR ALL INTERIOR PARTITIONS. PROVIDE DIAGONAL BRACING AS REQUIRED BY CODES. ALL PARTITIONS TO HAVE 5/8" TYPE "X" FIRE CODE GYPSUM BOARD. USE 6" X 16 GA. Sc 20 GA. AND 3 -5/8" X 20 GA. STUDS FOR STOREFRONT FRAMING. 0601. PLYWOOD: PLYWOOD SHALL BE PAINT GRADE BIRCH IN CABINETRY IF PAINT FINISH IS TO BE APPLIED. ALL EXPOSED EDGES SHALL HAVE A 1/4" THICK HARDWOOD EDGEBAND. PROVIDE NON - COMBUSTIBLE BACKING IN WALLS WHERE REQUIRED. 0602. PARTICLE BOARD: ALL PARTICLE BOARD SHALL BE HIGH DENSITY INDUSTRIAL GRADE. ALL EXPOSED EDGES IN CABINETRY SHALL HAVE A 1/4" THICK HARDWOOD EDGE BAND. 0603. PLASTIC LAMINATE: ALL LAMINATED PLASTIC SHALL BE 1/16" THICK. ALL PLYWOOD AND PARTICLE BOARD DOORS WHICH ARE TO HAVE A LAMINATED PLASTIC FRONT SHALL HAVE A LAMINATED PLASTIC BALANCE SHEET ON BACK. 0604. MILLWORK: PROVIDE TRIM, MILLWORK AND CABINETS, WOOD BASE CONFORMING TO TENANT'S DRAWINGS AND GUIDE SPECIFICATIONS FOR ARCHITECTURAL WOODWORKING INSTITUTE FOR CUSTOM GRADE WORK. DIVISION 7 - THERMAL PROTECTION 0701. INSULATION: REFER TO THE RESPONSIBILITY NOTES ON THE MECHANICAL DRAWINGS. WHERE INSULATION IS REQUIRED THE R VALUES IN THE CEILING AND WALLS SHALL BE AT THE ACCEPTABLE LEVELS FOR THE GIVEN AREA OF THE COUNTRY, HOWEVER, IN NO CASE SHALL THEY BE LESS THAN R -19 IN THE CEILING AND R -12 IN THE WALLS. IF FIBROUS BATT IS USED FOR CEILING AND WALL INSULATION, THEN A VAPOR BARRIER WILL BE INSTALLED ON THE INSIDE OF THE SECTION. FOR CEILING INSULATION, NO INSULATION WILL BE PLACED ABOVE RECESSED LIGHT FIXTURES. ALL INSULATION SHALL MEET LOCAL FIRE CODES AND BE NON - COMBUSTIBLE (NO PAPERBACK BATTS) DIVISION 8 - DOORS AND WINDOWS 0801. HOLLOW AND SOLID CORE WOOD DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION INDUSTRY STANDARD. DOORS SHALL BE SOLID CORE MASONITE OR PAINT GRADE BIRCH UNLESS OTHERWISE NOTED ON DOOR SCHEDULE. HARDWARE SHALL BE RUSSWIN, YALE OR CORBIN. INSTALL ALL FINISH HARDWARE AND BUILDING SPECIALTIES NORMALLY INSTALLED BY THIS TRADE. 0802. STOREFRONT AND GLAZING: PROVIDE AND INSTALL 1/2" CLEAR TEMPERED GLASS WINDOWS IN CLEAR ANODIZED ALUMINUM FINISH EXTRUSIONS. USE GLASS CLIPS AND / OR SILICONE JOINTS AS REQUIRED ALSO PROVIDE AND INSTALL HERCULITE GLASS DOORS W /TOP & SIDE LITES W /CUSTOM DOOR PULLS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND INDUSTRY STANDARDS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. 0803. HOLLOW METAL DOORS: SHALL CONSIST OF TWO (2) FLUSH FACES OF 16 GA. STEEL, ONE PIECE, QUALITY ROLLED SHEET STEEL FACES, TOP AND BOTTOM CHANNELS 16 GA. STEEL, HINGE REINFORCEMENT 10 GA. STEEL. PROVIDE ADJUSTABLE ALUMINUM THRESHOLD SET IN MASTIC, FRAME SHALL BE 16 GA. STEEL AND INTEGRAL STOPS WITH MITERED, WELDED, AND GROUND CORNER JOINTS. ALL DOORS SHALL BE WEATHER STRIPPED WITH BRASS, VINYL TUBULAR GASKET OR 3M TYPE Y -2743 WEATHER STRIP TO FORM A TIGHT WEATHER SEAL FOR DOORS THAT REQUIRE A FIRE RATING, SEE DOOR SCHEDULE. DIVISION 9 - FINISHES 0901. GYPSUM WALLBOARD: ALL GYPSUM BOARD SHALL BE 5/8" THICK TYPE "X" FIRE CODE. ALL GYPSUM BOARD AT OUTSIDE CORNERS SHALL RECEIVE "USG" DUR -A -BED #101. USE "USG" #2008 METAL TRIM WHERE ENDS ARE EXPOSED. ALL JOINTS SHALL HAVE "USG" PERF -A -TAPE JOINT SYSTEM. GYPSUM BOARD SHALL EXTEND TO THE UNDERSIDE OF THE DECK AND WILL BE AIRTIGHT TO THE DECK AT THE DEMISING PARTITIONS. USE WATER RESISTANT GYPSUM BOARD ON TOILET WALLS. USE DENSGLASS GOLD EXTERIOR BOARD AT STOREFRONT IF EXTERIOR CONDITON MALL(TYP.). 0902. PAINTING: FINISH ALL WALLS IN PUBLIC AREA W /EGGSHELL PAINT. FINISH EXPOSED ROOF DECK, PIPES, DUCT WORK, ETC WITH FLAT PAINT FINISH. APPLY MIN. 2 COATS OF PAINT ON TOP OF PRIMER RECOMMENDED BY MANUFACTURER. USE GLOSSY PAINT AT ENTRY AREA WHERE INDICATED ON DRAWINGS. 0903. WALL COVERING: INSTALL WALL COVERING AS SPECIFIED IN COLOR MATERIAL SCHEDULE. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION AND INDUSTRY STANDARDS FOR SUCH WORK. 0904. MALL FLOORING:' PROVIDE AND INSTALL FLOOR MATERIAL IDENTICAL TO ADJOINING MALL SURFACE FROM THE LEASE LINE TO TENANT'S STOREFRONT CLOSURE IF INDICATED ON DRAWINGS. CONSULT LANDLORD FOR MATERIAL SPECIFICATION AND INSTALLATION DETAILS. 0905. STAINED CONCRETE FLOOR: THOROUGHLY CLEAN EXISTING CONCRETE FLOOR BY BEAD BLASTING. APPLY BEHR SEMI TRANSPARENT CONCRETE STAIN. FINISH BY WATER SCRUBBING AND MOPPING THE FLOOR FINISH WITH SEALER. INSTALL STAIN AND SEALER AS PER MANUFACTURER'S STANDARD SPECIFICATIONS AND INSTALLATION RECOMMENDATIONS. INSTALLER SHALL FAMILIARIZE HIMSELF WITH THE ANY RELEVANT INSTALLATION PROCEDURE. - CONCRETE STAIN MANUFACTURER SHALL BE BEHR STYLE SEMI TRANSPARENT CONCRETE STAIN. APPLY IN INDICATED AREAS. - COVERAGE: A MINIMUM OF TWO SEPARATE STAIN APPLICATIONS ARE NORMALLY REQUIRED OVER CONCRETE. ADDITIONAL APPLICATIONS MAY BE NEEDED ON OLDER OR WEATHERED CONCRETE SURFACES OR TO OBTAIN A PARTICULAR COLOR EFFECT. BEHR SEMI TRANSPARENT CONCRETE STAIN SHOULD BE APPLIED FULL STRENGTH (UNDILUTED). THE COVERAGE RATE IS APPROXIMATELY 175 -250 SQ.FT. PER GALLON FOR FIRST APPLICATION. SECOND COAT AT SPREAD RATE OF 250 -350 SQ.FT. PER FALLON. - PREPARATION: BEFORE STAINING THE CONCRETE SURFACE ALL DIRT, FORM OIL, PLASTER STAINS, OIL, AND GREASE MUST BE COMPLETELY REMOVED BY CLEANING. COATINGS, WATER REPELLENTS, PREVIOUSLY APPLIED ADHESIVES, AND CURING MEMBRANES MUST BE REMOVED BY SANDBLASTING THOUGH SMALL SPOTS OF PAINT MAY BE REMOVED BY SANDBLASTING. - APPLICATION: THE STAIN SOLUTION SHOULD BE TRANSFERRED TO THE SURFACE BY BRUSH OR SPRAY AND IMMEDIATELY SCRUBBED IN. WORKING AS A TEAM ONE WORKMAN SHOULD SPRAY THE STAIN SOLUTION EVENLY A FEW INCHES AHEAD OF THE BRUSH WHILE A SECOND WORKMAN SCRUBS IT INTO THE SURFACE. - RINSING: AFTER THE FINAL APPLICATION OF STAIN HAS REMAINED ON THE SURFACE FOR A MINIMUM OF APPROX. 4 HOURS, ALL RESIDUE MUST BE COMPLETELY REMOVED BY WET SCRUBBING WITH A SUITABLE, HIGH QUALITY COMMERCIAL DETERGENT USING A ROTARY FLOOR MACHINE OR A STIFF BRISTLE BRUSH. THE SURFACE MUST BE THOROUGHLY RINSED AFTER SCRUBBING UNTIL THE RINSE WATER IS COMPLETELY CLEAN. 0906. CEMENT TOPPING MIX: USE ARDEX SD--T SELF DRYING, SELF LEVELING CEMENTITIOUS TOPPING MIX FOR FAST TRACK RESURFACING, SMOOTHING, OR LEVELING OF CONCRETE. APPLY TOPPING MIX IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TOPPING AND PATCHING MATERIAL SHALL BE ARDEX SD -T CEMENTITIOUS TOPPING MIX, IN AREAS WHERE REQUIRED MIXING AND INSTALLING AS PER MANUFACTURER'S DIRECTIONS AND SPECIFICATIONS. 0907. SUB FLOOR PREPARATION: ALL CONCRETE SUB FLOORS MUST BE SOLID, THOROUGHLY CLEANED, FREE OIL, WAX, GREASE, ASPHALT, PAINT, LATEX COMPOUNDS, CURING AND SEALING COMPOUNDS AND ANY CONTAMINANT WHICH COULD ACT AS A BONDBREAKER. MECHANICALLY CLEAN THE SURFACE BY SHOT BLASTING, SCARIFYING OR SIMILAR. OVER WATERED, FROZEN OR OTHERWISE WEAK CONCRETE SURFACES MUST ALSO BE CLEANED DOWN TO SOUND, SOLID CONCRETE BY MECHANICAL METHODS. ACID ETCHING OR THE USE OF SOLVENTS IS NOT AN ACCEPTABLE MEANS OF CLEANING THE SUBSTRATE. SUB FLOORS MUST BE DRY AND PROPERLY PRIMED FOR A SUCCESSFUL INSTALLATION. SUBSTRATE TEMP. MUST BE A MINIMUM OF 50' FOR INSTALLATION OF ARDEX PRODUCTS. DUE TO THE POROSITY OF CONCRETE SUBSTRATES THAT ARE MECHANICALLY PREPARED., IT IS NECESSARY TO TREAT ALL SUBSTRATES TO RECEIVE ARDEX SD -T AS BEING EXTREMELY ABSORBENT CONCRETE. IT IS OUR RECOMMENDATION THAT DOUBLE PRIMING WILL OVERCOME PROBLEMS ASSOCIATED WITH HIGHLY ABSORBENT CONCRETE. USE ARDEX P 51 PRIMER. 0908. SHEET VINYL: PROVIDE AND INSTALL COMMERCIAL GRADE SHEET VINYL FLOORING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY STANDARDS, IN TOILET WITH 6" HIGH SELF - COVING BASE. 0909. RUBBER BASE: PROVIDE AND INSTALL VINYL AND RUBBER BASE AS INDICATED IN COLOR AND MATERIAL SCHEDULE WHERE INDICATED ON PLANS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 0910. CARPET: G.C. TO INSTALL CARPET FURNISHED BY TENANT IN LOCATION INDICATED. CARPET SHALL BE GLUED DIRECTLY TO CONCRETE SUBFLOOR. ALL SEAMS BONDED WITH SEAM SEALERS. INSTALLATION AS PER MANUFACTURER'S AND INSTRUCTION STANDARDS PER SUCH WORK. 0911. WOOD: G.C. TO INSTALL WOOD FURNISHED BY TENANT AT STORE FRONT ENTRY AREA AS INDICATED. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S AND INDUSTRY STANDARDS FOR SUCH WORK. 0912. CERAMIC TILES: PROVIDE AND INSTALL 12 "x12" CERAMIC TILES. INSTALL AT STOREFRONT AS INDICATED ON DRAWINGS. TILES SHALL BE INSTALLED IN ACCORDANCE WITH THE TILE COUNCIL OF AMERICA HANDBOOK. GROUT SHALL MATCH TILE COLOR. DIVISION 10 - SPECIALTIES 1001. NEON WORK AND SIGNAGE: PROVIDE AND INSTALL STOREFRONT SIGNAGE AS INDICATED ON DRAWINGS. SUBMIT SHOP DRAWINGS OF SIGNAGE WORK TO LANDLORD AND TENANT FOR APPROVAL PRIOR TO FABRICATION. 1002. TOILET ACCESSORIES: PROVIDE AND INSTALL ALL COMPONENTS OF ALL TOILET ACCESSORIES, GRAB BAR, MIRROR, TOILET PAPER HOLDER, ETC. AS PER CODE REGULATIONS. 1003. DECOR ITEMS: TENANT'S GENERAL CONTRACTOR SHALL INSTALL DECORATIVE WINDOW SURROUND AT STOREFRONT AND LOUVER BUMPOUTS AT INTERIOR ETC., FURNISHED BY TENANT'S SPECIALTY CONTRACTOR. INSTALLATION SHALL BE IN ACCORDANCE WITH APPLICABL CODES AND INDUSTRY STANDARDS FOR SUCH WORK. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. DIVISION 11 - EQUIPMENT 1101. FIXTURE CONTRACTOR SHALL VERIFY QUANTITIES, AND TYPES OF FIXTURES INDICATED ON DRAWINGS PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE REQUIRED OF ALL CUSTOM FABRICATED FIXTURES. TENANT SHALL SELECT ALL PERIMETER HARDWARE AND SLATWALL ACCESSORIES. GENERAL CONTRACTOR SHALL COORDINATE DELIVERY AND INSTALLATION OF FIXTURES WITH TENANT AND FIXTURE CONTRACTOR. PLAQUE SIGNAGE A. DOOR MOUNTED SIGNAGE ATTACH GRAB THRU 1. (UNISEX) -12" DIAMETER CIRCLE 1/4" THICK WITH 1/4" THICK WALL W /MOUNTING TRIANGLE SUPERIMPOSED WITHIN CIRCLE. SCREWS TO 2X6 WOOD 2. THE CHARACTERS AND BACKGROUND OF THE SIGN SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR BACKING PLATE AND THE CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH S U'! ,ELY FASTENED THE COLOR AND CONTRAST OF THE DOOR. r , -.) EN STUDS AS FLOOR. SIGNS SHALL BE CENTERED ON THE DOOR 60" FROM THE � \-- .. 'H 43 G , B. WALL MOUNTED SIGNS C.- OC �c X 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL f ' ir ,;'.'' ! NI INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF TIDE ■ . `" \: - ' - \ DOOR. THE BORDER DIMENSION SHALL BE A MINIMUM OF 6" IN HEIGHT. NOTE: IF NO WALL SPACE IS AVAILABLE, SIGN IS TO BE PLACED ON TH NEAREST ADJACENT WALL, PREFERABLY ON RIGHT. 2. VERBAL DESCRIPTION AS TO REST ROOM USSAGE (I.E. MEN'S REST ROOM) IS TO BE PLACED DIRECTLY BELOW THE SYMBOL OF ACCESSIBILITY. 3. THE CHARACTER AND BACKGROUND OF THE SIGN SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR AND THE CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR OF THE WALL. NOTE: THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. 4. SIGNS SHALL BE CENTERED ON THE WALL 60" FROM THE FLOOR. 5. LETTERS AND NUMERALS SHALL BE RAISED 1/32 ", SANS -SERIF UPPERCASE CHARACTERS AND ARE TO BE ACCOMPANIED BY GRADE 2 BRAILLE CHARACTERS (MINIMUM 5/8" HIGH AND A MAXIMUM OF 2" HIGH) 6. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 7. SIGN MUST BE MOUNTED © 8" MAX FROM EDGE OF STRIKE OF DOOR. UPPER CAS CHARACTERS CORRESPONDING GRADE II BRAILLE WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR- SWING. MOUNT AT 60" TO CENTERLINE OF SIGNE FROM FLOOR. I GENERAL SIGNAGE NOTES SCALE: FULL REQUIRED. (3) #14 X 2-1/2" TYPE 304 STL.STL. PHILLIPS POUND HEAD SHEET METAL SCREWS. 1 1/2" WALL GRAB BAR DETAIL A.10 SCALE: 3" =1' -0" SIGN SPECS: 1/4" THK. SIGN PANEL a) WHITE CHARACTERS ON BLUE FIELD (FED. STD. COLOR #15090) b) AFFIX TO DOOR W/ PERM. ADHESIVE c) BRUSHED ALUMN. SIGN, WHERE INDICATED. O cn BRAILLE SPECS: a) CONTRACTED GRADE '2' b) DOTS: 1/10" O.C. EACH CELL, 2/10" BETWEEN CELLS, RAISED MIN. 1/40" LL Q WHITE GRAPHICS ON BLUE BACKGROUND 1/4" ACRYLIC 6" TALL INT'L SYMBOL IN WHITE 1" HIGH BRAILLE TOILET UNISEX SIGNAGE SCALE :1 " =1' -0' REVISIONS Zo fEc Wm' Wo Og BY 712D DEEPAK R. VORA STATE OF IVISHINGTCH N LC) LLJ Q� LLJ L� Q n II < 00 00 N QQ 07 z U ED O cn N) co CITY Or , FEB 1 3 2008 Pbhivn 1 CE6'e I Erb m ai ca `m C m U 0 (a c as m f0 m rn N co o LV to co co E O E E co or co ch 0 � S - 2 co co cn a DATE: 09.20.07 SCALE: AS SHOWN DRAWN: JOB: MP SOCM SHEET A•10 OF SHEETS a� 1 ' 0" 1' -0" -�4 -= l I I{ . �I J o, I i l L L [ II it I I 1 II I� . 1 J J \ 'TN \ / L �, 0 N. 0 r I AUDIO /VISUAL OUTLET 11 LAN SCALE: 1 Y4 " =1'— L— ----_---J----J-- STOCK ROOV HALLWAY BUZZER OUTLET FOR FUTURE COOLER PLASMA OUTLET THERMOSTAT LOCATION W' INTERNAL LOCK IN FEATURE _l_■11I ∎ ∎i■■K, --_I_. �u 8 "x8" PULL BOXES W /OUITLET & LOW VOLTAGE STUB FOR FITTING ROOM MONITORS MIASMA OUTLET CD 9' -4" BUZZER X13' -0" A.F.F. CASHWRAP STATION (2)PLASMA OUTLETS CENTERED J BOX MOUNTED ON FLOOR QUAD OUTLET DUPLEX OUTLET FOR TELEPHONE MEIN ANNUM. AIMEE'. MIS AMMONS: ■I• MEir ∎i∎ PLASMA OUTLET 9'-4" PLASMA OUTLET C�1 9' - 4" PLASMA OUTLET I 9'-4" RETAIL SPACE SEN SO MATIC J BO IN OEILING ABOVE FOR ENSORMATIC EN R ATIC CEILING RECEPT OUTLET FOR DJ TABLE ON WALL CEILING RECEPTACLE EILING RECESSED OMBINA11ON POWER POND A/V OUTLET REVISIONS AUDIO VISUAL SYSTEM SYMBOLS SURFACE MOUNTED SPEAKER WITH SINGLE GANG J —BOX AT EACH LOCATION. VERIFY EXACT LOCATION WITH PROJECT MANAGER. MOUNTED ©12' -0" A.F.F. BRACKET MUST BE SECURED TO STUD FRAMING ©12' —O" A.F.F. IN CEILING SPEAKER. TAPPED 30 WATTS. EXACT LOCATION TO BE COORDINATED WITH PROJECT MANAGER. s-3 EVID 12.1 SUBWOOFER MOUNTED ON SIDE FACE OF SOFFIT FACING INTO STORE. INSTALL CAN AND CONDUIT STUB TO TOP OF 12' FURRED WALL. CONDUIT FOR SPEAKERS TO BE 1" EMT. PROVIDE PULL STRING TO PULL SPEAKER AND VIDEO CABLES IN THIS CONDUIT. ELEVATION SCALE: 1/4" = 1' -0' IMMIMEN 15" LCD MONITOR PLASMA SCREEN 42" PLASMA SCREEN 50" I EQUIPMENT RACK L — J — AUDIO CABLE 3 CONDUITS: 1" ELECTRICAL 1" LOW VOLTAGE 1" SPARE TRENCH WITH (3) 3/4 "0 CONDUITS (COREDRILL IF ON UPPER LEVEL) DUPLEX OUTLET r . 6" EAR (3) J BOX ©12'-6"AFF FASUI0NoMUGU oART F I I Il L L TELEPHONE /POWER OUTLET QUAD OUTLET SPEAKER VOLUME CONTROL STUB — F � - I 1 I ®� i I IE — �/ 1 I �1 , —J l LL _JU 1] 30" a i• 6" DUPLEX C�pE ROUTLET CASHWRAP INTERIOR ELEVATION SCALE: 1/2" = 1' -0" (3)J BOX [�+ 12' -6"AFF .-- -\ BUZZER LOCATION @±13'-0" A.F.F. ABOVE 4, 1 `,. FU WALL OR BELOW GYP. BD. CEILING \. (VERIFY CONDITION) V CP ; ` ' 6ft we d ' ''' in NOTE: ALL CONVENIENCE OUTLETS IN SALES AREA SHOULD BE IN ONE CIRCUIT. 4 PLEX OUTLET & DATA MC CONDUIT LEGEND: Ceiling-Mount Speaker c, Waii- b'•.ouni Speaker Sub -Woofer Speaker LCD Mcndor Pasme Scree: TV CAT -SE Cable Number MetroPark Installation Location: Installation Contractor: Date Installed: Store Room RETAIL SPACE Speaker Controls i ii 42° Cash Wrap 42 Eouipment 1 Rack CAT-5E WIRING SCHEME (typ) BACKWRAP ELEVATION SCALE: 1/2" = 1' -0 QUAD OUTLET J BOX MOUNTED ON FLOOR TRENCH WITH (3) 3/4 "0 CONDUITS (COREDRILL IF ON UPPER LEVEL) J 8 " VI A LL 42" h 1,- _ 42' 4 PLEX OUTLET & DATA 9120 DEEPAK R. VORA STATE OF WASHINGTON REGISTERED ARCHITECT REC7I',77) CITY O F "i `? A FEB 1 3 2008 PEHi'��l 6 (; h d L.R DATE: 09.20.07 DRAWN: SCALE: 1/4" JOB: MP — SOCM SHEET All OF SHEETS BY cv co ni I I0 co O O U C oi m I c r o d D in co MASTER LIGHTING SWITCH BANK SALES AREA CLG. TRACK LTS. NON —SALES AREA , ' , AUDIO SYSTEM SYMBOLS SURFACE MOUNTED SPEAKER WITH SINGLE GANG J –BOX AT EACH LOCATION. VERIFY EXACT LOCATION WITH PROJECT MANAGER. MOUNTED © 12' -0" A.F.F. BRACKET MUST BE SECURED TO STUD FRAMING © 12' -0" A.F.F. CA IN CEILING SPEAKER. TAPPED 30 WATTS. EXACT LOCATION TO BE COORDINATED WITH PROJECT MANAGER. ® EVID 12.1 SUBWOOFER MOUNTED ON SIDE FACE OF SOFFIT FACING INTO STORE. INSTALL CAN AND CONDUIT STUB TO TOP OF 12 FURRED WALL. CONDUITS FOR SPEAKERS TO BE 1" EMT. PROVIDE PULL STRING TO PULL SPEAKER AND VIDEO CABLES IN THIS CONDUIT. AUDIO SYSTEM NOTE ACCESSIBILTY FOR SPEAKERS AND A.V. CABELING PROVIDED BY CONDUIT FROM OPEN SPACE THRU SOFFIT ONLY. LIGHTING GENERAL NOTES 1. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 2. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. 3. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES. 4. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRIC CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE (120/277 VOLT INPUT) WITH BATTERY BACKUP. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. LIGHTING PLAN KEY NOTES 1 PROVIDE JUCTION BOX AND TOGGLE SWITCH IN CONCEALED LOCATION FOR EXTERIOR SIGNAGE PER NEC. COORDINATE EXACT LOCATIONS WITH TENANT'S CONSTRUCTION MANAGER. EXTEND CIRCUIT THROUGH TIME CLOCK. VERIFY EXACT REQUIREMENTS W /OWNER. O HOMERUN CONTROLLED BY TIME CLOCK. LOCATE CONTACTOR AND TIME SWITCH ADJACENT TO PANEL 'L'. SEE POWER RISER ON SHEET E3.0 FOR DETAILS. NL /EM /EX LIGHTING ON 24 HOUR LOCKED –ON CIRCUIT. REFERENCE SHEET E3.0 FOR MORE INFORMATION. E.C. TO PROVIDE J –BOX AND CONDUIT STUBBED TO ACCESABLE CEILING FOR SENSORMATIC.. MASTER LIGHTING SWITCH BANK. HOME RUN THROUGH A 12 –POLE CONTACTOR CONTROLLED BY SWITCH 'a'. CONTACTOR SHALL BE MOUNTED ADJACENT TO PANEL 'L'. SEE MASTER LIGHTING SWITCH BANK ON THIS SHEET. HOME RUN THROUGH 6 –POLE CONTACTOR CONTROLLED BY SWITCH 'b'. SEE MASTER LIGHTING SWITCH BANK ON THIS SHEET. HOME RUN THROUGH 4 –POLE CONTACTOR CONTROLLED BY SWITCH 'c'. SEE MASTER LIGHTING SWITCH BANK ON THIS SHEET. NOT USED SINGLE GANG J –BOX MOUNTED IN STORAGE ROOM AT A/V RACK LOCATION. VERIFY EXACT LOCTION WITH PROJECT MANAGER. ® PROVIDE Z" CONDUIT FROM DJ TO THIS SPEAKER J–BOX. ® E.C. TO PROVIDE J –BOX AND CONDUIT STUBBED TO ACCESSIBL EDEN' OR 12 SHOPPER TRAX. Y MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of ; egress shall not be less than 1 foot - candle at the Walking level_ IBC 1006.3 Illumination emergency power. The power supply for means of egress shall illuminate the following areas: 1. Aisles and- Gnenclosed 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... CO \TRACTOR \ OTES: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, LANDLORD OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE AND LOCAL CODES WHETHER INDICATED OR NOT ON CONTRACT DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES / REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN, HAD AN EXAMINATION AND CODE REVIEW BEEN MADE, WILL NOT BE ALLOWED. Dr315 LIGHTING PLAN SCALE: 1/4"=1'-0" dp COORDINATE EXACT LOCATION OF J ---BOX — FOR - - BLADE SIGN W/ ARCHITECT. CONSULTING ENGIN 635 WESTPORT PARKWAY, GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 RECEN7D CITY OF ' 'LA FEB 1 3 2008 �'tl il'alii I UEN i .R SF, AP 1717. DON PENN , ,_ SUI TE 300 —251 -8411 REVISIONS 02.08.08 BLDG DEPT CD 0 com Lg L1J ❑ ❑ as BY DP QQ ‹N DO Qf >Z Z Q e )-) ( 9F ) h- t Cn CV Co co 0 its m a 0 C a) U 0 C d ) co co C) C" co co a) Un aD CD x LL E O U LV co CU 0 0) )-O a co 2 0 DATE: 09.20.07 SCALE: 1/4" =1'-0" DRAWN: ZL JOB: MP_SOCM SHEET E.1 1 OF 5 E- SHEETS 0 CONNECT TO NEAREST 1 CONVENIENCE RECEPTAC CIRCUIT N E.2_ NTS 1C PUSHBUTTON, SEE FLOOR 24V, SYSTEM PLAN FOR LOCATION, EDWARDS #1786C —B • 24V SEC 120V TO 24V SYSTEM TRANSFORMER IN NEMA 1 ENCLOSURE. EDWARDS #590 / A \ DELIVERY BUZZER SCHEMATIC CO \TRACTOR \OTES: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, LANDLORD OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE AND LOCAL CODES WHETHER INDICATED OR NOT ON CONTRACT DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES / REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN, HAD AN EXAMINATION AND CODE REVIEW BEEN MADE, WILL NOT BE ALLOWED. NOTE: — REFER TO SHEET A.11 FOR ADDITIONAL INFORMATION. ��SALES BUZZER AT CASH WRAP, EDWARDS #C211W NON —SALES BUZZER, EDWARDS #C211W THREADED STEEL ROD. 1/2" DIAMETER. SUPPORT FROM STRUCTURE ABOVE. PROVIDE STEEL AS REQUIRED TO CONNECT TO STRUCTURE VIBRATION ELIMINATOR MINIMUM OF 4 PER TRANSFORMER PRIMARY FLEXIBLE METAL CONDUIT. - (MAXIMUM 18 ") RIGID PRIMARY CONDUIT L. ANGLE IRON SUPPORT 3 "X3" 2 REQUIRED. LENGTH TO SUIT. ORIENT TRANSFORMER SO NAMEPLATE IS VISIBLE —10 1111111 11 GROUND BUSHING WITH GROUND CONNECTOR TRAM SEOR V ER TRAPEZE V OU NO SCALE I_ J TRANSFORMER ENCLOSURE TRANSFORMER BASE CHANNEL T.G.C. SHALL VERIFY WITH LANDLORD TO HANG OR WALL MOUNT TRANSFORMER. MOUNT BELOW LAY —IN CEILING RODE JOISTS LAY —IN CLG. AT 12' -0" A.F.F. ANGLE IRON SUPPORT 3 "X3" 2 REQUIRED. LENGTH TO SUIT. EXTERNAL COPPER WIRE � — SECONDARY FLEXIBLE METAL CONDUIT (MAXIMUM 18 ") COMBINATION COUPLING RIGID SECONDARY CONDUIT NUT, LOCKNUT, BOLT AND LOCKWASHER. TYPICAL OF 4 PER TRANSFORMER. \TI \G DETAIL SEE SHEET E3 FOR DETAILS ELECTRICAL PLAN SCALE: 1/4"=1'-0" 31 LANDLORD NOTES FLEXIBLE METAL CONDUIT SHALL BE USED ONLY FOR CONNECTIONS INDSIDE CASEWORK AND AS THE FINAL CONNECTION FOUR FEET (4' -0 ") MAXIMUM LENGTH, MINIMUM ONE —HALF INCH (Y2 ") ELECTRICAL TRADE SIZE TO RECESSED FIXTURES, MOTORS AND ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. NO BX, AC, MC OR ROMEX TYPE WIRING CAN BE ALLOWED. FURNISH LIQUID —TIGHT FLEXIBLE CONDUITS FOR OUTDOOR INSTALLATIONS AND FLOOR BOXES SHALL BE WATERTIGHT WITH CAST THREADED CONDUIT HUBS. NOTE: IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. DEMOLITION: REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND WIRE, ETC., NOT BEING USED...DO NOT JUST ABANDON. FIRE ALARM NOTES LANDLORD WORK • A CENTRAL ADDRESSABLE, VOICE EVACUATION TYPE, FIRE ALARM SYSTEM SERVING THE ENTIRE MALL. • LANDLORD WILL PROVIDE A RED FIRE ALARM JUNCTION BOX IN THE CORRIDOR WITH A 3 /4" CONDUIT STUBBED INSIDE DEMISED TENANT SPACE FOE TENANT'S FIRE ALARM SYSTEM DEVICES. JUNCTION BOX WILL BE PROVIDED WITH FIRE ALARM ANNUNCIATION AND INITIATION CABLING AND TERMINAL BLOCKS. • LANDLORDS DESIGNATED FIRE ALARM CONTRACTOR SHALL MAKE FINAL CONNECTION TO LANDLORD'S FIRE ALARM SYSTEM AT THE TENANT'S SOLE COST AND EXPENSE. TENANT WORK: GENERAL REQUIREMENTS 1. TENANT SHALL INSTALL WITHIN TENANT'S PREMISES A FIRE ALARM SYSTEM OR COMPONENTS AS DELINEATED THROUGH DESIGN DOCUMENTS ISSUEDBY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR (AT TENANT'S EXPENSE). POWER PLAN CODED NOTES: O INSTALL A DELIVERY BUZZER SYSTEM AS SHOWN, INCLUDING EDWARDS #1786C —B PUSHBUTTON AT REAR DOOR 44" A.F.F, #590 TRANSFORMER, #C210W BUZZER LOCATE ABOVE FURRED OUT WALL AT BACK OF SALES AT 3' -0" A.F.F. 20AMP, 120V, ISOLATED GROUND /DEDICATED CIRCUIT QUADRAPLEX RECEPTACLE (HUBBELL #IG -5362) MOUNTED AT 18" A.F.F. DO NOT INSTALL WITH ANY OTHER CIRCUITS. RUN (2) #12 THWN AND (1) #12 GRD. IN SINGLE 3/4" CONDUIT BACK TO PANEL. ® MOUNT SALES AREA DUPLEX RECEPTACLES AT 18" A.F.F. ® 8' X 6' X 3/4" PLYWOOD BACKING BEHIND TELEPHONE BOARD AND COMMUNICATIONS RACK WITH (2) DEDICATED QUADRAPLEX RECEPTACLES AND CIRCUITS WITH ISOLATED GROUNDS. VERIFY SYSTEM GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. OBTAIN TELEPHONE SERVICE FROM LANDLORD TELEPHONE DIST. CLOSET. E.C. TO FIELD VERIFY. REUSE IF POSSIBLE. ® ELECTRICAL SERVICE EQUIPMENT. SEE POWER RISER DIAGRAM DETAIL ON SHEET E -3 FOR ADDITIONAL INFORMATION. © CEILING RECEPTACLES PER NEC. FACEPLATE AND RECEPTACLE FINISH TO BE BLACK. CIRCUIT THROUGH TIME CLOCK O RECEPTACLES AND COVERPLATES IN NON —SALES AREA SHALL BE WHITE IN COLOR. MOUNT AT 18" A.F.F. UNLESS OTHERWISE. CIRCUIT TO PANEL AS INDICATED. ® TELEPHONE PUNCH BLOCKS FOR PHONE SYSTEM @ 70" A.F.F. ONE DEDICATED QUADRAPLEX RECEPTACLE LOCATED BENEATH RACK. E.C. TO FIELD VERIFY. REUSE IF POSSIBLE. Og WATER HEATER, LOCATED ABOVE MOP SINK, 1PH, WITH SERVICE DISCONNECT. E.C. TO VERIFY LOCATION PRIOR TO CONSTRUCTION. 10 PROVIDE DUPLEX RECEPTACLE FOR REFRIGERATOR AT 15" A.F.F. PROVIDE LOCKED ON CIRCUIT. 11 J —BOX FOR STOREFRONT SIGNAGE. SEE E.1 FOR MORE INFORMATION. 1B TELEPHONE OUTLET USE 4" SQUARE JUNCTION BOX. RUN 1" EMPTY CONDUIT WITH PULL WIRE INTO WALL. UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. 13 NEW THERMOSTAT WITH CLEAR LOCK BOX TO BE MOUNTED AT 48" A.F.F. VERIFY FINAL LOCATION WITH ARCHTECT /OWNER. 14 NOT USED. 15 PROVIDE DUPLEX RECEPTACLE FOR COOLER AT 18" A.F.F. PROVIDE LOCKED ON CIRCUIT. 16 POWER IN BASE FOR DEEJAY BOOTH. CATV HOOKUP ALSO NEEDED AT THIS LOCATION. VERIFY EXACT REQUIREMENTS WITH OWNER /ARCHITECT PRIOR TO CONSTRUCTION. E.C. TO COORDINATE EXACT LOCATION AND REQUIREMENTS WITH M. C. 17 PLASMA SCREEN. DUPLEX OUTLET MOUNTED AT 9' -4" A.F.F. PROVIDE LOW VOLTAGE WIRING PER OWNER'S DIRECTION TO PLASMA. 18 TOILET GFI OUTLETS IN TOILET TO BE AT 44" A.F.F. TO CENTER. 19 ALL TV MONITORS ARE TO BE SWITCHED VIA TWO GANG SWITCH AT A/V RACK. VERIFY EXACT REQUIREMENTS WITH OWNER /ARCHITECT. RECEPTACLE TO BE MOUNTED @ 9' -4" A.F.F. 20 CORE /TRENCH FLOOR AS REQUIRED FOR 1" CONDUIT RUN BETWEEN FLOOR FIXTURES. REF. NOTE #2 FOR MORE INFO. 21 J--BOX FOR VAV CONTROLS. VERIFY EXACT LOCATION IN FIELD. • RECEPTACLE MOUNTED @ 8' -10" A.F.F. ▪ J —BOX FOR SHOPPER TRACK DEVICE MOUNTED 4" ABOVE DRYWALL. SEE E.1 FOR MORE INFO. • REFERENCE DETAILS ON SHEET E.3 FOR RECEPTACLE MOUNTING HEIGHTS. ® CEILING MOUNTED COMBINATION POWER AND A/V OUTLET. RECEPTACLE AND PLATE TO BE PAINTED BLACK. • 8 "X8" PULL BOXES W /OUTLET AND LOW VOLTAGE STUB FOR FITTING ROOM MONITORS. BOTTOM OF BOX AT 12' -0" A.F.F. • J —BOX FOR SENSORMATIC DEVICE, VERIFY MOUNTING REQUIREMENTS WITH OWNER. SEE E.1 FOR MORE INFO. Doi dp R rc-r) CITY , ::LA • FEB 13 2008 +Il-di'yii I (,EN i ER DON PENN CONSULTING ENGINEER 4 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 -251 -8411 REVISIONS Q Q Q < N Lip — WI UJ =°W > Z Z U Q IJ IJ W -J U U o(f) L O 0 op co EQ N co co O) W CC BY co 9- m ai a 0 a) U 0 -a C 8 co co co co r rn co co ao co _ E N U U cn N 0 o , °; a C) . • co 0) a 3 DATE: 09.20.07 SCALE: 1/4 " =1' -0■ DRAWN: ZL JOB: MP_SOCM E.2 2 OF 5 E-SHEETS PANEL P Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 125 Amp MCB 125 Total Watts: 36944 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM REM 1 SOUND SYSTEM 660 12 1/20 X 1/20 12 SALES RECEPTACLES 720 2 100 6 3 CASH REGISTER 500 12 1/20 X 1/20 12 FLOOR RECEPTACLES 400 4 TRACK LIGHTING 6 5 CASH REGISTER 500 12 1/20 450 X 1/20 12 VAV CONTROLS 200 6 6 6 7 TELEPHONE BOARD 200 12 1/20 X 1/20 12 STOCK RECEPTACLES 540 8 1/20 9 DEEJAY STATION 500 12 1/20 X 1/20 12 LAV GFI RECEPT. 360 10 X 1/20 11 AN RECEPTACLE 540 12 1/20 2 X 1/20 12 PLASMA SCREEN MONITOR 1000 12 6 13 MGR. COMPUTER 500 12 1/20 X 1/20 12 PLASMA SCREEN MONITOR 1000 14 1/20 X 15 QUAD RECEPT 360 12 1/20 X 1/20 12 PLASMA SCREEN MONITOR 1000 16 12 6 17 REFRIGERATOR 500 12 1/20 1200 X 1/20 12 COOLER 500 18 6 19 MICROWAVE 1000 12 1/20 X 1/20 12 BUZZER 200 20 6 1050 21 PLASMA SCREEN MONITOR 1000 12 1/20 X 1/20 12 SALES RECEPTACLES 540 22 21 6 23 SENSORMATIC 500 12 1/20 1/20 X 1/20 12 WATER HEATER 1500 24 6 6 25 SHOPPERTRAX 200 12 1/20 X 1/20 12 RECEPTACLES 360 26 3 27 UTILITY RECEPTACLES 200 12 1/20 X 1/20 12 RECEPTACLE 180 28 26 29 UTILITY RECEPTACLES 200 12 1/20 1/20 X 1/20 12 FITTING ROOM MONITORS 1000 30 1200 28 31 RECEPTACLE 360 12 1/20 X 1/20 12 S/W RECEPTACLES 600 32 2 33 QUAD RECEPT 360 12 1/20 X 1/20 12 PHONE RECEPTACLES 180 34 6 35 SPARE 1/20 X 1/20 SPARE 36 37 PANEL L 5550 3P/100 WIRE AS NOTED X 1/20 12 PLASMA SCREEN MONITOR 500 38 X SPACE 40 39 6550 41 5984 X SPACE 42 TOTAL LOAD PHASE 'A' 12390 REMARKS TOTAL LOAD PHASE 'B' 12130 1 PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'C' 12424 2 CIRCUIT VIA TIME CLOCK 3 CIRCUIT VIA CONTACTOR TOTAL LOAD ALL PHASES 36944 WATTS 4 PROVIDE BREAKER & FUSES PER EQUIPMENT 102.62 AMPS MANUFACTURERS RECOMMENDATION. 5 PROVIDE SWITCH RATED BREAKERS. 6 24 HOUR CIRCUIT (PROVIDE A LOCK ON DEVICES) PANEL L Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 100 Amp MLO Total Watts: 18084 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM 2 1 S.F. LIGHTS 700 12 1/20 X 1500 1/20 12 ENTRANCE LIGHTING 100 2 2 3 3 DOWN LIGHTS 700 12 1/20 46 X 1/20 12 TRACK LIGHTING 1200 4 3 3 5 PENDANT LIGHTS 450 12 1/20 X 1/20 12 BLADE SIGN 500 6 2 7 SPARE 1/20 X 1/20 SPARE 8 9 SPARE 1/20 X 1/20 12 TRACK LIGHTING 600 10 3 2 11 SIGN 1200 12 1/20 X 1/20 12 TRACK LIGHTING 1500 12 3 13 SPARE 1/20 X 1/20 12 TRACK LIGHTING 1500 14 3 3 15 PENDANT LIGHTING 250 12 1/20 X 1/20 12 TRACK LIGHTING 1200 16 3 17 SPARE 1/20 X 1/20 12 TRACK LIGHTING 1500 18 3 3 19 FITTING TRACK 1050 12 1/20 X 1/20 12 TRACK LIGHTING 1500 20 3 21 SPARE 1/20 X 1/20 12 TRACK LIGHTING 1200 22 3 6 23 NUEXIT/EMERG. LTG. 450 12 1/20 X 1/20 SPARE 24 3 25 FITTING LTS. 700 12 1/20 X 1/20 SPARE 26 6 27 CONTACTOR/TC 200 12 1/20 X 1/20 12 TRACK LIGHTING 1200 28 3 29 STOCKJTLT LTS. 384 12 1/20 X 1/20 SPARE 30 TOTAL LOAD PHASE 'A' 5550 REMARKS TOTAL LOAD PHASE 'B' 6550 1 PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'C' 5984 2 CIRCUIT VIA TIME CLOCK 3 CIRCUIT VIA CONTACTOR TOTAL LOAD ALL PHASES 18084 WATTS 4 PROVIDE BREAKER & FUSES PER EQUIPMENT 50.23 AMPS MANUFACTURERS RECOMMENDATION. 5 PROVIDE SWITCH RATED BREAKERS. 6 24 HOUR CIRCUIT (PROVIDE A LOCK ON DEVICES) ELECTRICAL LOAD SUMMARY 277/480V 3 PH - 4W LOAD DESCRIPTION CONNECTED LOAD (WATTS) DEMAND FACTOR DEMAND LOAD (WATTS) DEMAND LOAD (AMPS) LIGHTING 16184 1.25 20230 24 RECEPTACLES 17360 NOTE #1 13680 16 SIGNS 1700 1.25 2125 3 WATER HEATERS 1500 1.25 1875 2 A/C EQUIPMENT 200 NOTE #2 0 TOTAL 36944 — 37910 46 NOTES: 1. 100% OF FIRST 10,000 WATTS , PLUS 50% OF REMAINING LOAD. 2. 100% OF NC LOAD, PLUS 25% OF HIGHEST LOAD. SWITCH NEUTRAL Cl LEGEND: Ceiling -Mount Speaker Wall-Mount Speaker ;: Sub-Woofer Speaker LCD Monitor Plasma Screen TV ? CAT -5E Cable Number MetroPark Installation Location: Installation Contractor: Date Installed: $ b SALES LIGHTING P L -3 Store Room L-5 — L -15 15 7 Equipment Rack Speaker Controls 5 " CAT -5E WIRING SCHEME (typ) 3 CONDUITS: 1" ELECTRICAL 1" LOW VOLTAGE 1" SPARE TRENCH WITH (3) 3/4 "0 CONDUITS (COREDRILL IF ON UPPER LEVEL) DUPLEX OUTLET C' SWITCH 6" Ei R NEUTRAL LIGHTI \G CO \TRC 42" Cash Wrap 42'1 C2 z C FITTING AREA PASHICN °NUSICQART QUADPLEX OUTLET 42' -r L -19 L -25 Q1\7 4 (3) J BOX 0312' -6 "AFF L L SPEAKER VOLUME CONTROL STUB T.E.C. SHALL PROVIDE EXPANDABLE CONTACTORS. 1 PP CAS H W RAP DETAILS SWITCH NEUTRAL m 1 1 1 1 i I I 7 i' 6 II r 4 , ® �f I I 4 I I I �y! �.� - - -I I r r L TELEPHONE /POWER_ OUTLET \ In I 3IAGRAV SCALE: NONE 30" C3 4 PLEX OUTLET & DATA MC CONDUIT Sd -' A MOUNT BRACKET TV MOUNT BRACKET 3" — L -4 L -10 n 6" DUPLEX CLEtif�r OUTLET U) L -12 — L -14 — L -16 CEILING TRACK LIGHTING L -18 L -20 L -22 QUADPLEX OUTLET J BOX MOUNTED ON FLOOR TRENCH WITH (3) 3/4 "0 CONDUITS (COREDRILL IF ON UPPER LEVEL) BUZZER LOCATION ©±13' -O" A.F.F. ABOVE FURRED WALL OR BELOW GYP. BD. CEILING 0 ,- -- ' - (VERIFY CONDITION) — L -28 -I 8 " 4 PLEX OUTLET & DATA PANEL PHASE LOADS MUST BE BALANCED TO 10% OF EACH OTHER. ALL PANELS SHALL BE INSTALLED ON PLYWOOD BACK ERBOARDS. 24/7 TIMECLOCK SHALL CONTROL THE FOLLOWING: - STOREFRONT SIGNAGE - SHOW WINDOW LIGHTING - SHOW WINDOW RECEPTACLES - ENTRY LIGHTING HOMERUNS AND BRANCH WIRING FOR 20 AMP CIRCUITS SHALL BE AS FOLLOWS: LENGTH CIRCUIT WIRE SIZE HOMERUN WIRE SIZE 1FT TO 50FT 51FT TO 75FT 76FT TO 120FT 121FT TO 190FT 191FT TO 300FT NO.12 AWG NO.12 AWG NO.10 AWG NO.10 AWG NO.10 AWG NO.12 AWG NO.10 AWG NO.8 AWG NO.6 AWG NO.4 AWG TRANSFORMER SHALL BE PROVIDED WITH AN ENGRAVED WARNING NAMEPLATE PERMANENTLY AFFIXED TO THE TOP OF THE TRANSFORMER WITH THE INSCRIPTION AS FOLLOWS: "WARNING -HOT SURFACE -DO NOT STORE ANYTHING ON TOP OF OR DIRECTLY ABOVE THIS TRANSFORMER. PA \EL RISER DIACRAV IMPORTANT: IT SHALL BE THE RESPONSIBILITY OF THE T.G.C. TO VERIFY THE EXISTING ELECTRICAL SERVICE CHARACTERISTICS OF THIS PROJECT AND REPORT BACK ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS. RELOCATE EXISTING ELECTRICAL EQUIPMENT. 277/480V 3 PH, 4 WIRE ELECTRICAL SERVICE (4) #4 CU THWN (1) # GRD. IN 1" CONDUIT. BY L.L. I' L J J r _ • \ • r '- 1 3P/100 AMP BREAKER ` "' ,.._./ IN LANDLORD PANEL BY L.L.. r Y 1 r . .' J - VERIFY EXACT 1 SIZE & LOCATION OF BREAKER I IN FIELD. 1_ J I I I I� I I -- - I I I� I DISTRIBUTION PANEL SWBD 1A 1 480Y/277V 30, 4W 2000A. i °`• _1 L I TEN. LL TPREM. (3) #4 THHN IN 1" C. EXISTING 100A DISC. BY L.L. T.G.C. TO PROVIDE 60 AMP FUSES (4) #4 CU THWN (1) #8 GRD_ IN 1" CONDUIT. BY T.G.C. #6 GROUND PER NEC TO BUILDING STEEL AND COLD WATER PIPING — NEW 45 KVA STEP DOWN SUSPENDED TRANSFORMER. (4) #1/0 CU THWN (1) #6 GROUND IN 2" CONDUIT. PANEL P VERIFY EXACT ROUTE FOR INSTALLATION OF ELECTRICAL AND TELEPHONE SERVICES IN THE FIELD WITH MALL BUILDING ENGINEER. PROVIDE MIN. 1" CONDUIT FOR TELEPHONE SERVICE FROM MALL TEL. CLOSET TO TENANT'S STORE. PANEL L C3 C2 C1 .CONTACTORS PER DIAGRAM ON SHEET E.3.V.I.F. TIME CLOCK 7 DAY TYPE TORK SERIES 'W OR EQUAL 6 CIRC. MIN. (4) # 1 CU THWN (1) # 6 GROUND IN 1 i FLOOR I 1/2" CONDUIT_ d p FEB 13 200 f Chivii I (;:.* j FF `� t^ 1iR ie ` � DON PENN 4 , CI , i /'o CONSULTING ENGINEER 941 14 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 - 410 -2858 FAX 817 - 251 -8411 4SHEET REVISIONS CO d _I V DO QQ I N DO LLJ D° LC7 Q� W >z WQ Q 0 0 Un (r) CD E‹ 11 0 DRAWN: ZL cs, co rn DATE: 09.20.07 E.3 < CO C) N CO CO In U) co a' CO EN o a) CD ro 6 co a SCALE: 1/4 "4 JOB: MP_SOCM 3 OF 5 E SH EETS BY 0 U CO Cl) 0 LIGHTING FIXTURE SCHEDULE TYPE /WATTS SYMBOL DESCRIPTION MTG VOLTS LAMPS MANUFACTURER CATALOG No. NOTES A �x RECESS LO VOLTAGE HOUSING W/ BLACK TRIM FOR ABOVE RC 120 PHIL, 45MRC16 /IRC/ NFL24 (13458) JUNO TC44 & 447B —WH Q — FLUORESCENT UP LIGHT RECESS 2 LIGHT METAL HALIDE MULTISPOT, W/ BLACK TRIM RC 120 PHIL, CDM35 /PAR3OL /M /FL (22330) JUNO SP2643BL/2 & HB -26 K B 10 ® I 1 AIL SC CH WATT METAL HALIDE TRACK HEAD PENDENT METAL HALIDE BALLAST FOR ABOVE PM 120 PHIL, CDM35/PAR3OL /M /FL (22330) JUNO TM108BL & TM539BL PENDENT MOUNTED TRACK @ 12 0 "A. F. F. T4BL 4', T8BL/ 8' TRACK BLACK, T38BL/ LIVE END TRACK CONNECTOR BLACK Mr -y--v---v- 4_ D v v TRACK HEAD BLACK & TRANSFORMER FOR ABOVE PM 120 PHIL, 45MRC16 /IRC/ NFL24 (13458) JUNO T406BL & T537BL PENDENT MOUNTED TRACK @ 1O' -6" A.F.F. T4BL 4', T8BL/ 8' TRACK BLACK, T38BL/ LIVE END TRACK CONNECTOR BLACK — ° OWNER SUPPLIED/ LARGE LINEN PENDANTS PM RECESS 2 LIGHT MULTISPOT, HANGER BARS FOR ABOVE, W/ WHITE TRIM RC 120 PHIL, CDM35 /PAR3OL /M /FL (22330) JUNO SP2643BL/2 & HB - 26 W w � FAN BROAN I FLUORESCENT STRIP LIGHT CH SC 120 PHIL, F32T8/TL35 ALTO (27249) L —F SN4S132HPF— UNV —SO FIXTURE TO BE CHAIN HUNG IN OPEN CEILING AREA. © _ r SC 01=1 FLUORESCENT STRIP LIGHT SC 120 PHIL, F32T8 /TL35 ALTO (27249) L —F SN4S132HPF— UNV —SO SAME AS "F" EXCEPT MOUNTED VERTICALLY. D w SC 120/277 v v, TRACK HEAD WHITE & TRANSFORMER FOR ABOVE SC 120 PHIL, 45MRC16 /IRC/ NFL24 (13458) JUNO T406WH /MR16 & T537WH/ T4WH /4' TRACK WHITE, T8WH /8' TRACK WHITE, T38WH LIVE END CONNECTOR WHITE, T24WH IN LINE L CONNECTOR WHITE © w ° 2 HEAD EMERGENCY I 0 HOUSING FLUORESCENT M) RC 120 4P /APO (26875) JUNO CV8- 126/32/42T O HB -26 HANGER F R FOR R ABOVE. ( ) FLUORESCENT RECESS HOUSING W/ EMERGENCY LIGHT RC 120 PHIL, PL— T- 42W/35/ 4P /ALTO (26875) JUNO SP2454 820CWH /TRIM FOR ABOVE, HB -26 HANGER BARS FOR ABOVE. ® w LIGHTING FIXTURE SCHEDULE TYPE /WATTS SYMBOL DESCRIPTION MTG VOLTS LAMPS MANUFACTURER CATALOG No. NOTES 0 RECESS DOWN LIGHT PAR HOUSING RC 120 PHIL, 50PAR3OL /H/ NFL30 (22941) JUNO TC-2 27C —WH TRIM FOR ABOVE Q Mr FLUORESCENT UP LIGHT SW 120 GE, F28W/T5/835 (39983) BIRCHWOOD WP— T5— S -1 -4— HRW /T5 (MOUNTED FIXTURE ON TOP OF DIVIDER WALL BETWEEN F.R) — I 1 TWO TUBE, FLOOR STRIP LIGHT SC CH 120 PHIL / F32T PHIL, F32T8/TL35 ALTO (27249) L —F JS4A232— UNV —S0/ WRAP Q Mr 4_ NELSON CIGAR PENDANT LAM P PM 120 3172 — 0097 J —BOX MOUNTED AT 15' -0" AIL — OWNER SUPPLIED/ LARGE LINEN PENDANTS PM 120 8- 54A19TS HAMPTON HAMPTON LANE #L189 PENDANT MOUNTED, 48" DIA OVER HEAD LIGHT FIXTURE. J —BOX MOUNTED AT 15' —O" 0 � FAN BROAN RC 120 N/A N / BROAN S110U INTERMATIC #FF3OM 30 MIN. TIMER W /FACE PLATE P _ RECESS EDGE LIT GREEN EXIT COMPLETE SC 120 INCLUDED JUNO 90 MIN. BATTERY BACKUP © 1 .► LED EXIT /BATTERY PACK/ 2 HEAD EMERGENCY SC 120/277 INCLUDED JUNO ECR51 —BK BLACK FINISH Ala w lw ilik �--4 2 HEAD EMERGENCY SC 277 120/277 INCLUDED JUNO EL-27BKE5B BLACK FINISH w ELLCTRI CAL SYVBOLS SYMBOL DESCRIPTION d wP CH CII 4 3 4 ,4 • 0 A2 N ELECTRICAL JUNCTION BOX DUPLEX RECEPTACLE, 3 WIRE GROUND TYPE, 20A DUPLEX RECEPTACLE, WEATHERPROOF, 20A GROUND FAULT PROTECTED DUPLEX RECEPTACLE, 20A QUADRAPLEX WALL RECEPTACLE, 20A FLOOR MOUNTED QUADRAPLEX RECEPTACLE, 20A PUSHBUTTON STATION LOW VOLTAGE BUZZER TRANSFORMER DOOR BUZZER TOGGLE SWITCH— SINGLE, 3 —WAY & 4 —WAY TELEPHONE OUTLET FLOOR MOUNTED TELEPHONE OUTLET DATA OUTLET—CATAGORY 5 DATA OUTLET— DUPLEX CATAGORY 5 ELECTRICAL DISCONNECT SWITCH SEE DRAWINGS 18" 18" 18" 18" 48" AS REQUIRED 54" 48" 18" 18" 18" AS REQUIRED NOTE: ALL SYMBOLS DO NOT NECESSARILY APPLY MOUNTING HEIGHT TO CENTERLINE — U.N.O. IN HANDICAPPED AREAS, THE RECEPTACLES AND TELEPHONE OUTLETS SHALL BE MOUNTED AT 24" A.F.F.; THE TOGGLE SWITCHES, THERMOSTATS AND MANUAL MOTOR STARTERS SHALL BE MOUNTED AT 42" A.F.F. LANDLORD NOTES IN SALES AREA: BATTERY PACKS FOR EXIT AND EMERGENCY LIGHTS MUST BE REMOTE OR RECESSED. PAINT EXPOSED SURFACES TO MATCH ADJACENT FINISH. T.G.C. MUST USE LANDLORD'S FIRE ALARM CONTRACTOR FOR FINAL WIRING CONNECTIONS TO MALL FIRE ALARM LOOP AND FOR TESTING OF F.A. SYSTEM A TENANT'S EXPENSE. T Dr-375 d CITY C F I FEB 1 3 2008 fJ��iiai 1 C)kl'v I a DON PENN ` �YsWE;? e "� CONSULTING ENGINEER `''`IL 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817- 410- --2858 FAX 817 -251 -8411 REVISIONS N LCD T Q ?Li E7, E Q J 0 nn U ) I DATE: 09.20.07 SCALE: V4•=T -0" DRAWN: TAS Co Co i 5 C1) a _N U 0 C N CD CC? CD 8 JOB: MP_SOCM SHEET E.4 4 OF 5 E- SHEETS BY Ln N co co LO CCU LL] co o LJ� O U N N LL) Lt7 � co a. DIVISION 16 - ELECTRICAL SECTION 16000 BASIC ELECTRICAL REQUIREMENTS A. GENERAL CONDITIONS 1, DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, ARE A PART OF THIS CONTRACT. 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE ENTIRE SPECIFICATION AND REVIEW DRAWINGS FOR ALL OTHER TRADES. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS SUBCONTRACTORS WITH A FULL SET OF BID DOCUMENTS INCLUDING SPECIFICATIONS AND MUST COORDINATE HIS WORK AND INSPECTIONS AND THE WORK AND INSPECTION OF HIS SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE TO CONFORM WITH THE GENERAL CONTRACTOR'S TIME SCHEDULE. 4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS MEANING "FURNISHED AND INSTALLED BY CONTRACTOR" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY IDS" SHALL BE INTERPRETED AS MEANING "FURNISHED BY TDS" (INSTALLED BY CONTRACTOR), EXCEPT WHERE NOTED OTHERWISE. B. GENERAL REQUIREMENTS THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD AND /OR POWER COMPANY AS REQUIRED. PROVIDE EQUIPMENT THAT IS RATED FOR AVAILABLE FAULT CURRENT LEVELS. PROVIDE "CABLE LIMITERS IF NECESSARY TO LIMIT FAULT CURRENT. FIELD VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO SUBMISSION OF BID. 2. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW„ UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF CONTRACT. 4. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 5. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATION, SERVICING, MAINTENANCE AND REPAIR. 6. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANT'S PROJECT MANAGER AND THE LANDLORD. PATCHING SHALL MATCH FINISH OF SURROUNDING AREA 7. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. C. TEMPORARY LIGHT AND POWER 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY LIGHT AT A LEVEL OF 30 FOOT CANDLE THROUGHOUT THE SPACE AND POWER WITH RELATED GROUND FAULT INTERRUPTION PROTECTION FOR ALL CONTRACTORS AND IS RESPONSIBLE FOR ITS REMOVAL. 2. THIS CONTRACTOR SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE MERCHANDISING AND SHALL INCLUDE COST IN BID. D. CODES 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE; LANDLORD'S CRITERIA; THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES; SAFETY AND HEALTH CODES; NFPA CODES; ENERGY CODES; AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY DISNEY TO THE CONTRACTOR. E. LICENSES PERMITS, INSPECTIONS & FEES 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2. FURNISH TO THE TENANT'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. F. SHOP DRAWINGS 1. SUBMIT TWO COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT TO THE GENERAL CONTRACTOR FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW EIGHT WORKING DAYS FOR THE GENERAL CONTRACTOR TO REVIEW SUBMITTAL WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH GENERAL CONDITIONS AND THE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS- SUBMITTALS SHALL BEAR THE STAMP OF CONTRACTOR AND SHOWING THAT ND SUB- CONTRAGTOR SHOW THE HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WIN THE CONTRACT DRAWINGS AND SPECIFICATIONS. ANY EXCEPTIONS TO SPECIFICATIONS OR DRAWINGS SHALL BE INDICATED TO TDS PROJECT MANAGER. LACK OF SUCH CONTRACTOR'S REVIEW AND APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY TENANT'S PROJECT MANAGER. G. TRADE NAMES AND MANUFACTURERS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY TENANTS PROJECT MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. H. GUARANTEE 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY THE TENANTS PROJECT MANAGER. PROVIDED EXTENDED WARRANTIES AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. I. RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. LOCATION OF JUNCTION BOXES AND RECEPTACLES. B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVAL EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. D. ROUTING OF ANY UNDERGROUND OR UNDER SLAB CONDUITS. 2. AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON AND TURN OVER TO THE TENANT. J. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS. SPECIFICATIONS. AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE ELECTRICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE TENANT'S PROJECT MANAGER IN WRITING OF ANY VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF THE BID. OTHERWISE, THE TENANT'S PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. 2. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SCHEMATIC IN NATURE. TENANT SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES PRIOR TO ROUGH -IN WITHOUT ADDITIONAL COST, UP TO 10 FEET. K. SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL. CONFORM TO U.L. ASSEMBLY RATING OF FLOOR OR WALL 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHT BLOCK STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL CONDUIT, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. L. HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, WIRE, UNISTRUT, C- CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL. CONCRETE, OR MASONRY, BUT NOT TO OTHER CONDUIT, DUCTWORK OR PIPING. HANGERS UPPER ATTACHMENT MUST BE SUPPORTED FROM THE TOP OF THE BAR JOIST. HANGING FROM METAL DECK IS NOT PERMITTED. WHERE INTERFERENCE OCCUR, IN ORDER TO SUPPORT CONDUIT, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, JUNCTION BOXES, ACCESS DOORS, OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA AND AS DIRECTED BY THE TENANT'S PROJECT MANAGER. M. OPERATIONS MANUALS 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ON JOB SHALL BE COLLECTED AND INSERTED IN A 3" THREE RING BINDER AND SENT TO THE OFFICE OF THE TENANT'S PROJECT MANAGER. N. FINAL ELECTRICAL INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RICHT TO HAVE AN INDEPENDENT ELECTRICAL CONTRACTOR INSPECT THE FINISHED ELECTRICAL INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE ORIGINAL ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED UP TO PLAN AND SPECIFICATION REQUIREMENTS AT NO COST TO THE TENANT. SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS A. SCOPE OF WORK 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING SERVICE, MAIN DISTRIBUTION EQUIPMENT, FEEDERS, BRANCH CIRCUIT PANELS, BRANCH CIRCUITS, JUNCTION BOXES, OUTLET BOXES, WIRING DEVICES, COVERPLATES, CONDUIT, ETC. METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, UTILITY COMPANY, AND /OR LANDLORD. C. THE WIRING OF MECHANICAL EQUIPMENT AS OUTLINED ON THE DRAWINGS AND IN THE SPECIFICATIONS. WORK SHALL INCLUDE ALL STARTERS, DISCONNECTS, AND POWER WIRING OF MECHANICAL EQUIPMENT EXCEPT AS SPECIFICALLY NOTED OTHERWISE. ALL LOW VOLTAGE (24 VOLT) TEMPERATURE CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR UNLESS OTHERWISE SPECIFICALLY NOTED ON DRAWINGS. CONDUIT & PULL STRINGS FOR CONTROL WIRING IS TO BE INCLUDED BY. E.C. B. D. INSTALLATION OF LIGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS INCLUDING ALL DEVICES, EQUIPMENT, ETC. REQUIRED FOR MOUNTING. E. A COMPLETE CONDUIT SYSTEM FOR TELEPHONE /DATA INCLUDING TERMINAL BOARD, BRANCH CONDUITS, OUTLET BOXES, PULL WIRES, GROUND CONDUCTORS, COVERPLATES, ETC. F. A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON THE DRAWINGS. G. TEMPORARY SERVICE AS INDICATED IN THE SPECIFICATIONS, INCLUDING ITS REMOVAL H. FINAL CONNECTIONS TO ALL SIGNS, CORNICE LIGHTING, CASE LIGHTING, ETC. AS SHOWN ON DRAWINGS. I. INSTALLATION OF CONDUIT WITH PULL WIRES FOR SOUND SYSTEM AS SHOWN ON DRAWINGS. J SMOKE /FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS TO MEET LANDLORD, STATE, LOCAL, INSURANCE AND FIRE DEPARTMENT REQUIREMENTS. K. INSTALLATION OF DATA LINE WIRING AND CONDUIT. CABLE AND FINAL CONNECTIONS BY TDS. 2. WORK NOT INCLUDED THE FOLLOWING ITEMS OF ELECTRICAL CONSTRUCTION ARE NOT INCLUDED IN THIS CONTRACT: A. 24 VOLT TEMPERATURE CONTROL WIRING B. TELEPHONE INSTRUMENTS AND WRING C. STEREO AND SPEAKER WRING. D. FINAL DATA UNE CONNECTIONS. 3, BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, MECHANICAL, AND PLUMBING PLANS, SHOP DRAWINGS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE ELECTRICAL SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE AND CONFRONTATIONS. F. B. CONDUIT 1. THE CONTRACTOR SHALL PROVIDE ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO, LIGHTING, RECEPTACLES, HEATING, AIR CONDITIONING, PLUMBING EQUIPMENT, TELEPHONE, AND ELECTRICAL EQUIPMENT. 2. ALL PANEL AND SERVICE FEEDERS SHALL BE IN GALVANIZED IMC 2" AND LARGER AND EMT FOR UNDER 2" AS REQUIRED BY LOCAL CODES AND THE LANDLORD. ALL CONDUIT IS TO BE UL LABELED. EMT SHALL BE ACCEPTABLE FOR BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS. EMT CONNECTORS SHALL BE STEEL SET SCREW TYPE. CONDUIT UNDER SLAB ON GRADE SHALL BE RIGID STEEL OR A.B.S. 3. 4. 5. 6. MINIMUM SIZES OF CONDUIT SHALL BE 3/4" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO INDIVIDUAL LIGHT SWITCHES AND 3/4" FOR ALL OTHER LOCATIONS. HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE MINIMUM OF 3/4" SIZE, UNLESS NOTED OTHERWISE ON DRAWINGS. ALL IN /UNDER FLOOR SLAB CONDUIT SHALL BE OF MINIMUM 3/4" SIZE. SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE WITH THE NEC AND LOCAL CODES. GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY THE TENANT'S PROGRAM MANAGER, PAINTING OF CONDUITS WILL BE BY GENERAL CONTRACTOR. FLEXIBLE METAL CONDUIT OR MC TYPE CABLE A. BOTH THE FLEXIBLE METAL CONDUIT AND MC TYPE CABLE AND THEIR ASSOCIATED FITTINGS ARE TO BE USTED FOR GROUNDING. A GREEN GROUNDING CONDUCTOR SHALL BE PROVIDED FOR IN EITHER TYPE. ALL CONNECTORS ARE TO BE OF A NEMA APPROVED TYPE. B, FLEXIBLE CONDUIT OR MC TYPE CABLE SHALL BE ACCEPTABLE FOR THE FOLLOWING APPLICATIONS AND SHALL NOT EXCEED 6 FEET IN LENGTH: 1. FINAL CONNECTIONS TO MOTORS. 2. FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER. 3. FINAL CONNECTIONS TO OUTLETS ON VIBRATING EQUIPMENT. 4. FINAL INTER - CONNECTIONS BETWEEN LIGHT FIXTURES. 5. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL 6. IN HIDDEN CONDITIONS WHERE PERMI I ItIJ BY CODE. C. THE USE OF ROMEX, BX, ETC. IS NOT PERMIT ILL/. D. CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E. UQUIDTICHT OR SEALIIGHT. 7. PROVIDE POLY PULL- STRING IN ALL EMPTY CONDUITS. B. HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE ABOVE OR AS REQUIRED TO ALLOW PROPER CLEARANCE OF CEILING AND OTHER TRADES WORK. 9. ALL CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO COLUMN ONES. 10. ALL CONDUITS MUST BE SIZED PER NEC AND LOCAL CODES. C. OUTLET BOXES 1. ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE. NO ROUND OUTLET BOXES SHALL BE PERMITTED, EXCEPT AS SPECIFICALLY NOTED ON DRAWINGS. 2. ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS. 3. EXTERIOR BOXES SHALL BE CAST RUST - RESISTING METAL WITH GASKETED COVERS. 4. INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF FLOORS, CEILINGS, WALLS ETC. ALL RECEPTACLE OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND THEM OR PRE - MANUFACTURED 'CADDY' TYPE BRACING CLIPS ADDED TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING /UNPLUGGING INTO THESE DEVICES. 5. WHERE A 277 VOLT LIGHT SWITCH IS GANGED WITH A 120 VOLT RECEPTACLE OR LIGHT SWITCH, PROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH NEC AND LOCAL CODES. 6. UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL ELECTRIC CODE, HANDICAP CODES OR LOCAL CODES, OUTLET HEIGHTS SHALL BE AS FOLLOWS: A. SWITCH HEICHT 48" A.F.F. TO CENTERLINE OF SWITCH. B. CONVENIENCE OUTLETS: SALES: HEIGHT PER PLAN OR 1B' A.F.F. TO CENTERLINE OF RECEPTACLE. NON- SALES: 18 A.F.F. TO CENTERLINE OF RECEPTACLE., U.O.N C. TELEPHONE OUTLETS HEIGHT TO CENTERLINE OF OUTLET PER PLAN. D. JUNCT1ON_AN_ D _ PULLBOXES 1. THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THIS CONTRACTOR SHALL PROVIDE ADDITIONAL BOXES WHERE REQUIRED BY HELD CONDITIONS OR BY CODES. 2. BOXES AND COVERS SHALL BE OF CODE GAUGE GALVANIZED STEEL. 3. INSTALL BOXES RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE AND SUPPORTED INDEPENDENT OF THE CONDUIT SYSTEM. 4. ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILING AND OTHER INACCESSIBLE LOCATIONS. E. WIRING. 1. CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG SIZE AND TYPE AS S-IOWN ON DRAWINGS. MINIMUM WIRE SIZE SHALL BE 112. THE CONDUCTORS SHALL HAVE 600 VOLT INSULATION, TYPE 1HW, THWN OR 1HHN. 2. MINIMUM WIRE SIZE - 20 AMP. BRANCH CIRCUIT SHALL BE AWG USTED SIZE PER DISTANCE SHOWN BELOW. DISTANCE SHALL BE MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET. A. #12 LESS THAN 100 FEET B. #10 OVER 100 FEET 3. CONDUCTORS SHALL BE STRANDED FOR SIZES #12 AWG AND LARGER. 4. ALUMINUM CONDUCTORS ARE NOT PERMITTED. ALL W IRING SHALL BE IN CONDUIT. LOW VOLTAGE PLENUM L E M RATED WIRE (CONTROL, SPEAKER ETC.) SHALL BE ALLOWED IN HIDDEN CONDITIONS, WHERE ALLOWED BY CODE AND APPROVED IN WRITTING BY THE TENANT'S PROJECT MANAGER. 6. THE USE OF SHARED NEUTRALS IS ALLOWED FOR UGHTING AND NON -SURGE SUPPRESSOR AND ISOLATED GROUND RECEPTACLE CIRCUITS AND SHALL BE INSTALLED IN ACCORDANCE MTH THE NATIONAL ELECTRIC CODES AND LOCAL CODES. ALL OTHER EQUIPMENT SHALL HAVE A DEDICATED FULL SIZE NEUTRAL 7. THE USE OF ROMEX, DX, ETC. IS NOT PERMITTED. B. WIRE CONNECTORS SHALL BE EQUAL TO 'SCOTCH LOCK' FOR IPS AWG WIRE AND SMALLER AND EQUAL TO T & B ° LOCKIIGHT FOR #8 AWG AND LARGER. EQUALS BY BUCHANAN ARE ACCEPTABLE. 9. ALL WRING TO BE COLOR -CODED AS FOLLOWS: 120/208 VOLT SYSTEM NEUTRAL - WHITE PHASE A OR LI -BLACK PHASE B OR L2 -RED PHASE C OR L3 -BLUE GROUND -GREEN 277/480 VOLT SYSTEM NEUTRAL - GRAY PHASE A OR L1 - BROWN PHASE B OR L2- ORANGE PHASE C OR L3- YELLOW GROUNDING GROUND -GREEN WITH TRACER 1. PROVIDE COMPLETE WIRED GROUNDING CONDUCTOR SYSTEM, #12 AWG MINIMUM, SIZED AND INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, THE LANDLORD'S CRITERIA AND AS NOTED IN THE SPECIFICATIONS AND AS INDICATED ON THE DRAWINGS. 2. GROUNDING CONNECTIONS MADE TO THE WATER PIPING SYSTEM SHALL BE COORDINATED WITH THE PLUMBING CONTRACTOR AND BONDING JUMPERS SHALL BE INSTALLED PER CODES AND AS INDICATED ON DRAWINGS. G. H. J. 1. 3. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL METAL -TO- METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES, AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. ALL CONDUIT, INCLUDING FLEXIBLE CONDUIT, SHALL BE GROUNDED WITH A GREEN GROUNDING CONDUCTOR. 4. RUN A SEPARATE DEDICATED 1D AWG MINIMUM GROUNDING CONDUCTOR IN EACH CONDUIT FEEDING THE CASH REGISTER, THE SENSORMATIC, AND OTHER COMPUTERIZED EQUIPMENT AS SHOWN ON DRAWINGS. FOR PANEL FEEDERS, BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND LEAVING THE CONDUIT. THE GROUNDING CONDUCTOR SHALL BE SIZED PER CODE, GREEN COLORED, COPPER WIRE. 5. ALL ENCLOSURES AND NON- CURRENT CARRYING METAL PARTS ARE TO BE GROUNDED. CONDUIT SYSTEM IS TO BE ELECTRICALLY CONTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON - CURRENT CARRYING METAL PARTS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. ALL GROUND CLAMPS SHALL BE "PENN - UNION' OR EQUAL SIMILAR TO 'GPL" TYPE. 6. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. EQUIPMENT WIRING 1. ALL EQUIPMENT FURNISHED AND INSTALLED UNDER CONTRACTS OTHER THAN THE ELECTRICAL CONTRACT SHALL BE FURNISHED WITH FULL COMPLEMENT OF CONTROL EQUIPMENT AND CONTROL WRING DIAGRAMS NECESSARY FOR SATISFACTORY OPERATION. 2. THE ELECTRICAL CONTRACTOR SHALL COMPLETE ALL ELECTRICAL CONNECTIONS THROUGH THE DISCONNECT, STARTER AND MOTOR TERMINALS. 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER ROTATION OF ALL THREE PHASE EQUIPMENT. 4. EQUIPMENT FURNISHED BY OTHERS SHALL BE ROUGHED IN WITH CONDUIT AND BOXES BY MANUFACTURER. INTERNAL WIRING SHALL BE COMPLETED ACCORDING TO THE MANUFACTURER'S SHOP DRAWINGS OF THE EQUIPMENT BY ELECTRICAL CONTRACTOR. THIS CONTRACTOR IS TO WIRE TO ALL LINE VOLTAGE CONTROLS AND CONTROLLERS. HEATING, VENTILATING & AIR CONDITIONING, PLUMBING, AND FIRE PROTECTION WIRING 1. ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL ELECTRICAL WORK TO BE INCLUDED IN HIS BID. 2. ELECTRICAL CONTRACTOR SHALL DO ALL POWER WIRING, UNE VOLTAGE WRING, AND LOW VOLTAGE CONTROL WRING INDICATED UNDER THE HEATING, VENTILATION AND AIR CONDITIONING, PLUMBING AND FIRE PROTECTION SPECIFICATIONS AND DRAWINGS. MECHANICAL CONTRACTOR SHALL DO ALL INTERCONNECTING WIRING BETWEEN RELAYS AND SWITCHES AS REQUIRED. 3. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONDUIT FOR HVAC CONTROL WRING. I. WRING DEVICES 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL SWITCHES AND RECEPTACLES AS SHOWN ON THE DRAWINGS AND NECESSARY FOR A COMPLETE INSTALLATION. COLOR OF DEVICES AND PLATES SHALL BE IVORY UNLESS NOTED OTHERWISE. THE DEVICES SHALL BE OF THE TYPES AND RATINGS LISTED. WEATHERPROOF GFI RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. SINGLE POLE SWITCHES: 20 A - 120/277 V LEVITON -1201 IVORY THREE WAY SWITCHES: 20 A - 120/277 V LEVITON -1203 IVORY DUPLEX RECEPTACLES: 15 A - 125 V LEVITON- 5262 -I IVORY ISOLATED GROUND RECEPTACLES: 15 A --- 125 V LEV1TON-5262-IGI (ORANGE TRIANGLE ON FACE) FLOOR OUTLET BOX: HUBBELL #8 -2427 FLOOR OUTLET BRASS COVER: HUBBELL #5 -3825 FLOOR OUTLET BRASS CARPET FLANGE: HUBBELL iIS8 -3083 CFCI RECEPTACLES: 15 A -125V LEVITON - 6599 -I (IVORY) CHILDPROOF PLATE - HUBBELL - HBLHG62HS (IVORY AND /OR BLACK) 2, ALL DEVICE COVERPLATES SHALL BE IVORY AND PASS AND SEYMOUR SERIES "RP" OR EQUAL SAFETY AND DISCONNECT SWITCHES K MOTOR STARTERS 1. 2 SWITCHES SHALL BE WEATHERPROOF IN OUTDOOR LOCATIONS OR AS REQUIRED BY LOCAL CODES. 3. DISCONNECT SWITCHES THAT ARE INSTALLED AT HEATING, VENTILATING AND AIR CONDITIONING (HVAC) EQUIPMENT SHALL BE FUSED IF NOT PROTECTED WITH A 'HACR' BREAKER IN ACCORDANCE WITH THE EQUIPMENT'S NAMEPLATE AND MANUFACTURER'S REQUIREMENTS PER THE NATIONAL ELECTRICAL STATE AND LOCAL CODES. ELECTRICAL CONTRACTOR IS TO COORDINATE THIS WITH THE MECHANICAL CONTRACTOR. 4. AT SERVICE ENTRANCE, DISCONNECT SHALL BEAR THE MANUFACTURER'S LABEL INDICATING THE EQUIPMENT IS UL RATED FOR 'SERVICE ENTRANCE" APPLICATION. 5. MANUFACTURER SHALL BE SQUARE D OR EQUAL BY GENERAL ELECTRIC, SIEMENS -ITE, OR WESTINGHOUSE. NO EXCEPTIONS. 2. MANUFACTURER SHALL BE SQUARE D OR EQUAL BY GENERAL ELECTRIC, NO EXCEPTIONS. L. PANELBOARDS ALL PANELBOARDS SHALL BE FACTORY ASSEMBLED OF THE BOLTED CIRCUIT BREAKERS TYPE WITH SOLID COPPER BUSSING, FULL SIZED NEUTRAL, 100% GROUND BUSSING, AND OVERALL HINGED /LOCKABLE DOOR. ALL CIRCUIT BREAKERS SHALL BE OF THE QUICK -MAKE AND QUICK -BREAK DESIGN, THERMAL - MAGNETIC TYPE, TRIP FREE AND TRIP- INDICATING. ALL PANELS SHALL BE DEAD FRONT AND FLUSH OR SURFACE MOUNTED AS SHOWN AND SHALL BE FURNISHED WITH A TYPEWRITTEN DIRECTORY CARD OF THE CIRCUITS AND AN ENGRAVED NAMEPLATE. 2. CIRCUIT BREAKER PANELBOARDS SHALL HAVE FULL LENGTH NON- TAPERED BUS BARS ARRANGED AND DRILLED FOR SEQUENCE PHASING. 3. ALL PANELS SHALL HAVE DOORS FLUSH WITH THE TRIM, EQUIPPED WITH LOCKS, AND KEYED ALIKE. ALL MULTI -POLE BREAKERS SHALL BE COMMON TRIP. 4, ALL PANELBOARDS PHASE AMPERAGE SHALL BE BALANCED TO WITHIN 10 PERCENT MAX. TO MIN. E.C. SHALL PROVIDE A COPY OF THE FINAL LOAD. BALANCE DATA TO THE TENANTS PROJECT MANAGER. 1. SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, QUICK -MAKE, QUICK -BREAK FUSED OR NON - FUSIBLE WITH RATINGS AND SIZES AS NOTED ON PLANS AND REQUIRED BY CODES. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS THAT DO NOT REQUIRE AUXILIARY CONTROL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE MATCHED TO MOTOR NAMEPLATE RATING. MAGNETIC MOTOR STARTERS SHALL BE ELECTRICALLY HELD (MINIMUM SIZE #1) AND BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP OR THAT REQUIRE AUXILIARY CONTROL PROVIDE CONTROL DEVICES (AUXILIARY CONTACTS, TRANSFORMERS, ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS PROVIDED BY MECHANICAL CONTRACTORS. COMBINATION STARTERS SHALL CONTAIN FUSIBLE SWITCHES. MOTORS AND STARTERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR, FINAL CONNECTIONS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 5, PANELS SHALL BE AS INDICATED ON THE DRAWINGS. ALL BRANCH CIRCUIT BREAKERS (C /B) SHALL BE RATED 20 AMPERES SINGLE POLE MINIMUM, EXCEPT AS NOTED OR REQUIRED BY LOCAL CODES. 6. PROVIDE SCREW TYPE LOCK ON DEVICES, SQUARE D Q01L0 ON CIRCUIT BREAKERS WHERE INDICATED ON PANEL SCHEDULE. PROVIDE 10 ADDITIONAL CLIPS TO BE INSTALLED AS DIRECTED BY THE TENANT'S PROJECT MANAGER. 7. PROVIDE ONE SPARE 1" CONDUIT FOR EACH SIX SPACES OR SPARE CIRCUIT BREAKERS IN EACH RECESSED MOUNTED PANEL MINIMUM 1- SPARE CONDUIT PER PANEL. RUN CONDUIT TO A LOCATION JUST ABOVE CEILING. 6. ALL CIRCUIT BREAKERS FEEDING LIGHTING LOADS SHALL BE LISTED AND SHALL BE MARKED "SWD ". (SWITCHING DUTY) 9. CIRCUIT BREAKERS SERVING HEATING, VENTILATION, AND /OR AIR CONDITIONING (HVAC) EQUIPMENT SHALL BE RATED AND MARKED "HACR ", IF FUSING IS NOT PROVIDED AT PIECE OF HVAC EQUIPMENT. FIELD VERIFY EXACT HACR BREAKER REQUIREMENTS WITH HVAC EQUIPMENT NAMEPLATE AND MANUFACTURER'S REQUIREMENTS PRIOR TO INSTALLATION. 10. IN SERVICE ENTRANCE APPLICATIONS, PANELS SHALL BEAR THE MANUFACTURER ?S LABEL INDICATING THE EQUIPMENT IS RATED FOR "SERVICE ENTRANCE" APPLICATION IN ACCORDANCE WITH THE NEC AND AS INDICATED ON DRAWINGS. 11. AFTER COMPLETION, ALL PANELBOARDS SHALL BE CLEANED BOTH INSIDE AND OUTSIDE. 12. PANELBOARDS SHALL BE 'SQ-D' OR 'G.E. ", NO EXCEPTIONS. M DRY TYPE TRANSFORMERS 1. PROVIDE DRY TYPE TRANSFORMERS FOR THE DISTRIBUTION SYSTEM AT LOCATIONS SHOWN ON THE DRAWINGS. TRANSFORMERS SHALL HAVE KVA AND VOLTAGE RATINGS AS INDICATED ON THE DRAWINGS. 2. 120/208 VOLT 3- PHASE, 4-WIRE WYE SECONDARY TRANSFORMER SHALL HAVE 480 VOLT, 3- PHASE, 3 -WIRE DELTA PRIMARY, 60 HERTZ. 3. TRANSFORMER SHALL BE QUIET TYPE CONSTRUCTION AND HAVE SIX (6) 2 1/2% TAPS, TWO (2) ABOVE AND FOUR (4) BELOW NOMINAL PRIMARY RATING. SOUND LEVELS MUST FALL virmiN ASA -NEMA STANDARD LEVELS ACCORDING TO INA SZE ALL TRANSFORMERS SHALL BE UL LISTED WITH VENTILATED HOUSINGS AND STANDARD FULL TEMPERATURE RISE 150 DEGREE CELSIUS CLASS "H INSULATION. 4. TRANSFORMERS SHALL BE SECURELY MOUNTED FROM THE BUILDING STRUCTURE, REINFORCED WALLS, OR AS NOTED ON DRAWINGS. USE ADDITIONAL VIBRATION ISOLATORS AT POINTS OF MOUNTING TO CUT VIBRATION NOISES. USE FLEXIBLE CONDUIT ON PRIMARY AND SECONDARY FEEDS OF THE TRANSFORMERS. TRANSFORMERS SHALL BE LOCATED, SET, MOUNTED AND CONNECTED IN SUCH A MANNER TO KEEP NOISE LEVELS WITHIN THE SURROUNDING AMBIENT NOISE LEVELS AND MAINTAIN ALL CODE REQUIRED CLEARANCES. (PROVIDE SEISMIC SUPPORTS AS REQUIRED BY LOCAL CODES). 5. TRANSFORMERS SHALL BE 'SQ-D OR "GE", NO EXCEPTIONS. N. LIGHTING FIXTURES & LAMPS 1. THE CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS. SALES FLOOR LIGHTING FIXTURES AND LAMPS ARE SUPPLIED BY TENANT, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STOCKROOM LIGHTING FIXTURES AND LAMPS. 2. ALL RECESSED INCANDESCENT FIXTURES SHALL BE PROVIDED WITH APPLICABLE THERMAL PROTECTION. 3. WHERE FLUORESCENT FIXTURES ARE SPECIFIED, THEY SHALL BE PROVIDED WITH HIGH POWER FACTOR RAPID START BALLASTS, U.L. LISTED, C.B.M. CERTIFIED, AND E.T.L. APPROVED WITH EFFICIENCY FACTORS IN ACCORDANCE WITH THE "NATIONAL APPLIANCE ENERGY CONSERVATION ACT OF 1987" AND AMENDMENTS. 4. THIS CONTRACTOR SHALL FURNISH ADDITIONAL AUXILIARY SUPPORTING STEEL HANGER WIRES ADEQUATELY SIZED TO SUPPORT THE WEIGHT OF THE FIXTURE AND FASTENED TO BUILDING STRUCTURE (MINIMUM TWO PER FIXTURE) FOR FIXTURES NOT MOUNTED ON BUILDING FRAMEWORK. FIXTURES SHALL NOT BE SUPPORTED SOLELY BY THE FINISHED CEILING STRUCTURE. 5. THIS CONTRACTOR SHALL VERIFY THE MODEL NUMBERS AND QUANTITY OF ALL LAMPS AND FIXTURES PROVIDED BY THE TENANT. CONTACT TENANTS PROJECT MANAGER IMMEDIATELY IF THE MODELS DIFFER FROM THOSE USTED ON THE LIGHTING FIXTURE SCHEDULE OR IF THEY DO NOT HAVE PROPER THERMAL PROTECTION. 6. PROVIDE APPLICABLE ARE RATED DRYWALL BOXES OVER RECESSED FIXTURES IN FIRE RATED CEILINGS AS REQUIRED BY CODES. FIELD COORDINATE AS REQUIRED TO AVOID CONFLICTS. 7. THIS CONTRACTOR SHALL PROVIDE ANY NECESSARY FITTINGS, ACCESSORIES, ETC. AS NECESSARY TO MAKE A COMPLETE INSTALLATION. 8. REMOVE ALL DIRT, OIL OR GREASE FROM LIGHT FIXTURES. CLEAN ALL GLASS, LENSES, ETC. AND POLISH FIXTURES AND TRIM. 9. INSTALL ALL SAFETY CABLES FOR TRACK LIGHTS AS REQUIRED. CABLES TO BE SUPPLIED BY THE DISNEY STORE AND INSTALLED BY G.C. 0. LIGHTING CONTACTORS AND TIME SWITCHES 1. WHERE INDICATED ON THE DRAWINGS, CONTACTORS FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE SQUARE D CLASS 8903, TYPE 'LX' IN A NEMA 1 ENCLOSURE, ELECTRICALLY OPERATED, AND MECHANICALLY HELD. NO EXCEPTIONS. TIME SWITCHES FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE TORK MODEL DGM -100, 7 DAY TYPE IN NEMA TYPE 1 ENCLOSURE. 2. CONTRACTOR TO VERIFY STORE OPEN AND CLOSE TIMES. TIME CLOCKS TO BE SET TO TURN ON 60 MINUTES BEFORE OPENING AND OFF 60 MINUTES AFTER CLOSING. P. TELEPHONE DATA AND COMPUTER WIRING 1. PROVIDE A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL WIRES, AND TERMINAL BOARDS AS SHOWN ON THE DRAWINGS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS, MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF THIS CONTRACT AND WILL BE PROVIDED AND INSTALLED BY THE DISNEY STORE. 2 OUTLET BOXES TO BE 4' SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. 3. CONDUIT RUNS FROM TELEPHONE BOARD OR MANAGER'S OFFICE FOR TELEPHONE AND DATA LINES TO CASHWRAPS ARE TO BE CONTINUOUS WITH NO JUNCTION BOXES. 4. ALL PULL WIRES ARE TO BE LABELED FOR PURPOSE DESIGNATED. Q. IDENTIFICATION 1. ALL SWITCHGEAR, CIRCUIT BREAKERS AND DISCONNECTS IN SWITCHGEAR, PANELBOARDS, TRANSFORMERS, TIME CLOCKS, THERMAL OVERLOAD FAN SWITCHES, EQUIPMENT CONTROL SWITCHES, SAFETY SWITCHES, MOTOR STARTERS, AND SIMILAR ITEMS SHALL BE IDENTIFIED BY NAME, FUNCTION, AND /OR CONTROL NAMEPLATES SHALL BE AT LEAST 1 X 3' WITH CHARACTERS NOT LESS THAN 1/4 . THEY STALL BE MADE UP OF PLASTIC- LAMINATED TAGS AND CHARACTERS ENGRAVED TO ENGRAVER'S STANDARD THICKNESS AND LETTER STYLE WITH WHITE CORE AND BLACK BACKGROUND. NAMEPLATES STALL BE FASTENED TO EQUIPMENT WITH POP RIVETS OR SCREWS. 2. PROVIDE TYPED DIRECTORIES IN PANELBOARDS TO DEPICT ACTUAL EQUIPMENT CONNECTED TO INDIVIDUAL BREAKERS /SWITCHES. R. TESTS AND ADJUSTMENTS 1. ALL CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MADE, ALL SPLICES COMPLETE, ALL FUSES IN PLACE, AND ALL CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO ITS ANAL DESTINATION, AND ALL COVERS AND PLATES INSTALLED PRIOR TO TESTING. 2. UPON COMPLETION OF THE WORK, ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE TESTED AND PROVED FREE OF UNWANTED GROUNDS AND OTHER DEFECTS. 3. ALL OVERLOAD DEVICES, INCLUDING EQUIPMENT FURNISHED UNDER OTHER CONTRACTS, SHALL BE SET AND ADJUSTED TO SUIT THE LOAD CONDITIONS. TEST AND MAKE CORRECTIONS /ADJUSTMENTS FOR PHASE BALANCING. S. INSTRUCTIONS 1. AFTER ALL TESTS AND ADJUSTMENTS HAVE BEEN MADE, THIS CONTRACTOR SHALL FULLY INSTRUCT THE REPRESENTATIVES OF THE TENANT IN ALL DETAILS OF OPERATION AND MAINTENANCE OF THE EQUIPMENT INSTALLED CONTRACT. INSTRUCTION SHALL BE Q IN TALLED UNDER THIS CONTRACT FURNISHED UNTIL TDS IS SATISFIED. FURNISH THE DISNEY STORE WITH TWO INSTRUCTION MANUALS ON EACH SYSTEM. INSTRUCTION MANUALS SHALL CONTAIN ALL SHOP DRAWINGS, MANUFACTURERS INSTALLATION AND OPERATION INSTRUCTIONS, GUARANTEES, MAINTENANCE SCHEDULE, ETC. T. CLEANING 1. AT THE END OF THE PROJECT, THIS CONTRACTOR SHALL CLEAN ALL EQUIPMENT, INCLUDING UGHT FIXTURES, TO THE SATISFACTION OF THE TENANT'S PROJECT MANAGER. ALL DUST, DIRT, DEBRIS AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. Oft dp CITE! LA FEB 1 3 2008 �CI iiv�l I Lt9'd ! L.R DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 !L 817-410-2858 FAX 817 - 251 -8411 REVISIONS BY Q) CV co co CV 0) CD co 0 O) O 0 Urn - � LV Lf) r- cp C7 LO W ca DATE: 09.20.07 SCALE: V4 "4 DRAWN: TAS JOB: MP_SOCM SHEET E.5 OF 5 E- SHEETS NAEC H.V A,C. LECE \D SYMBOL DESCRIPTION VAV -1 FAN POWERED VARIABLE AIR VOLUME CONTROL TITUS ATQS -16" DEVICE SET SIZE 16, 500 CFM MINIMUM AIRFLOW, SET AIRFLOW AT 3325 CFM. VAV DEVICE SET, COMPLETE WITH ELECTRONIC CONTROLS AND ZONE SENSOR (T –STAT) PROVIDED AND INSTALLED BY T.G.C. VERIFY ALL REQUIREMENTS WITH LANDLORD. I DUCTWORK 0_1 THERMOSTAT (100) DENOTES CFM QUANTITY .)::( CEILING DIFFUSER 0 DUCT MOUNTED DIFFUSER CEILING RETURN REGISTER \ L— VOLUME DAMPER -b— 1" UNDERCUT DOOR SD DUCT SMOKE DETECTOR AL 1" ACOUSTLCAL LINING CFM CUBIC FEET OF AIR PER MINUTE EF EXHAUST FAN NK I NECK NAEC IA \ICAL EQUIPVI \T SCHE3ULE - INSTALLED BY T.G.C. MARK DESCRIPTION VAV -1 FAN POWERED VARIABLE AIR VOLUME CONTROL TITUS ATQS -16" DEVICE SET SIZE 16, 500 CFM MINIMUM AIRFLOW, SET AIRFLOW AT 3325 CFM. VAV DEVICE SET, COMPLETE WITH ELECTRONIC CONTROLS AND ZONE SENSOR (T –STAT) PROVIDED AND INSTALLED BY T.G.C. VERIFY ALL REQUIREMENTS WITH LANDLORD. COOLING OA DB 85 COOLING IA DB 75 HEATING OA 23 ROOF U- FACTOR 0.000 LIGHT DIVERS 1.3 VAV MIN AIR 500 LTS- SURFACE 5622 %LTS - SURFACE 83 WALL AREA 0 %ROOF TO SPACE 0 PEOPLE SENS HEAT 250 SENSIBLE HEAT GAIN PEOPLE VENTILATION ROOF LOAD LTS - SURFACE LTS - RECESSED MISC LOAD WALL LOAD TOTAL SENSIBLE 58333 TOTAL COOLING LOAD SENS/TOTAL RATIO NOMINAL CFM (15 DEG F DIFF) SUPPLY AIR TEMP TEMPERATURE DIFFERENCE SENSIBLE HEAT GAIN VENTILATION ROOF LOAD WALL LOAD TOTAL SENSIBLE 0 0 0 metropark Southcenter Mall Tukwila,WA 2843 SQUARE FEET ASHRAE DESIGN CONDITIONS COOLING LOAD SUMMARY HEATING LOAD SUMMARY 65914 BTUH 88 % 3119 CFM 58 DEG F 17 DEG F COOLING OA WB COOLING IA WB HEATING IA LTS- RECESSED %LTS- RECESSED MISC. WATTS SQ FT/PERSON NO OF PEOPLE WALL U- FACTOR PEOPLE LATENT LATENT HEAT GAIN 9477 PEOPLE 0 VENTILATION 0 0% TO SPACE 20704 83% TO SPACE 849 17% TO SPACE 27304 0 TOTAL LATENT LATENT HEAT GAIN VENTILATION 0 TOTAL LATENT TOTAL HEATING LOAD NOMINAL KW ELEC HEAT MINIMUM KW ELEC HEAT (BASED ON 20 DEG F RISE @ VAV MIN AIR) 12:00:00 AM CNTYVAV.WKS * SA TEMP AT UNIT AT SPACE ON DESIGN DAY ** SPECIAL ALLOWANCE FACTOR PER ASHRAE (TABLE 15 /CHAPTER 26) DESIGN BASED ON LANDLORD PROVIDING MORN WARMUP. ING 0 BTUH 0 KW 3 KW 65 + 63 68 1125 + 17+ 8000 + 75 + 38 0.20 + 200 7581 0 0 7581 0 2.4 W /SQ FT 1.10 CFM /SQ FT 23 BTUH /SQ FT 5.5 TONS - 518 SQ FT/TON MECHANICAL PLAN CODED NOTES: THERMOSTAT MOUNTED AT 48" A.F.F. COORDINATE EXACT LOCATION WITH TENANT. VERIFY ANY NEW REQUIREMENTS WITH MALL MANAGEMENT. O CONTRACTOR TO PROVIDE AND INSTALL EXHAUST N / FAN. FAN SHALL BE 100 CFM. INTERLOCK WITH TOILET ROOM LIGHTING. SEE LIGHT FIXTURE SCHEDULE ON SHEET M2 FOR MANUFACTURER & MODEL NUMBER. PROVIDE 10" EXH. DUCT TO EXISTING L.L. EXHAUST DUCT V.I.F. PROVIDE BACKDRAFT DAMPER. ® T.G.C. SHALL INSTALL VAV -1 PER Lk. DIRECTION. LANDLORD NOTES: LANDLORD HAS PROVIDED A PROPRIETARY D.D.C. CONTROL SYSTEM FOR V.A.V. CONTROL– TENANT TO PROVIDE " CONDUIT AND SHIELDED CABLE FROM LANDLORD'S JUNCTION BOX TO V.A.V. BOX(ES) AND THERMOSTAT(S) –FINAL WIRING CONNECTIONS TO ALL DEVICES BY LANDLORD AT TENANT'S EXPENSE –ALL AS PER PROJECT STANDARD DETAILS. T.G.C. SHALL ENGAGE A SEPERATE TEMPERATURE CONTROL CONTRACTOR FOR FINAL SET–UP OF SYSTEM(S) OPERATIONS AND AIR BALANCING. GIVE ONE COPY OF BALANCE REPORT TO LANDLORD'S BUILDING ENGINEER. T.G.C. MUST USE LANDLORD APPROVED CONTRACTOR SET VAV BOX TO DELIVER 3,325 CFM MAX. 8 „ 0 1 EXIST'G. 16" DIA. TAP FOR TENANT CONNECTION k o O O T 10" fi f 1. 2. EXAMINATION: BIDDER, BEFORE SUBMITTING A PROPOSAL SHALL EXAMINE THE SITE, DRAWINGS AND SPECIFICATIONS, INFORM HIMSELF AS TO THE STATE AND LOCAL CODES AND LAWS HAVING JURISDICTION AND ALLOW FOR LICENSES AND FEES TO BE PAID AS DIRECTED OR REQUIRED TO COMPLETE THE WORK UNDER THE SCOPE OF THIS CONTRACT. 3. THE MECHANICAL CONTRACTOR SHOULD FURNISH, CONNECT AND INSTALL THE THERMOSTAT /CONTROL WIRING AND THE ELECTRICAL CONTRACTOR SHOULD PROVIDE, INSTALL AND CONNECT THE ELECTRIC TO THE UNITS. 4. SCHEDULE OF WORK: THIS CONTRACTOR SHALL BE REQUIRED TO FAMILIARIZE HIMSELF WITH THE PROPOSED WORK SCHEDULE AND SHALL COORDINATE HIS WORK SCHEDULE WITH THE OTHER TRADES, SO THAT WORK PROGRESSES CAN BE PLANNED IN A PROPER SYSTEMATIC FASHION TO AVOID ANY DUPLICATION OF EFFORT AND RESULTANT DELAY OF PROJECT. 5. CUTTING AND PATCHING: THIS CONTRACTOR MUST LAY OUT HIS WORK IN ADVANCE OF NEW CONSTRUCTION IN ORDER THAT UNNECESSARY CUTTING AND PATCHING WILL BE AVOIDED. OPENINGS SHALL BE REUSED AS SHOWN AND ANY MODIFICATIONS TO ROOF OPENINGS SHALL BE APPROVED BY THE LANDLORD, DONE BY THE LANDLORD'S ROOFING CONTRACTOR AND PAID FOR BY THE TENANT. 6. FLEXIBLE DUCTWORK: FOR CONNECTIONS BETWEEN RIGID DUCTWORK INSTALL FLAT METAL SPIRAL MECHANICALLY LOCKED FABRIC COMPONENTS, CAPABLE OF BEING SHAPED FOR CONNECTION TO EITHER ROUND OR OVAL BOOT CONNECTIONS. ALL CONNECTIONS SHALL BE MADE AIR TIGHT BY MEANS OF CLAMPS OR INDUSTRIAL CEMENT #330 AND WRAPPED WITH DUCT TAPE. LENGTH OF FLEXIBLE DUCT TO BE MAXIMUM OF 5'. STEEL SPIRAL TO BE ELECTROGALVANIZED FABRIC TO BE NEOPRENE COATED, WITH FABRIC CAPABLE OF MEETING N.F.P.A. 90A AND UL 181 FOR CLASS 1 CONNECTORS. MANUFACTURER: WIREMOLD AIR DUCT TYPE 57. C C 4 V V MECHANICAL GENERAL NOTES: ALL DUCTWORK, HANGERS, DAMPER CONSTRUCTION, SEAMS, INSTALLATION, ETC., SHALL CONFORM TO THE STANDARDS AS ADOPTED BY A.S.H.R.A.E. AND SMACNA. ALL WORK SHALL CONFORM TO ALL APPLICABLE LAWS, RULES AND REGULATIONS AND RECOMMENDATIONS OF LOCAL BUILDING DEPARTMENT, NATIONAL BOARD OF FIRE UNDERWRITERS, N.F.P.A., AND SHOPPING CENTER GENERAL SPECIFICATIONS. ALL DUCTWORK SHALL BE SHEETMETAL CONFORMING TO SMACNA STANDARDS FOR LOW PRESSURE DUCTWORK AND A.S.H.R.A.E. STANDARD 90 -75. EXISTING MAIN SUPPLY AIR TRUNK 10 "o PROVIDE SPLITTER DAMPER WITH 65/35 SPLIT. X2 C C SD - (300) 0 SD -2 (300) C C INSTALL 16" DIA. INSULATED MED. PRESSURE METAL SPIRAL DUCTWORK 5 FEET LONG STRAIGHT FROM TAP TO VAV BOX. PROVIDE A 30 "X24" RETURN AIR OPENING THRU WALL AS HIGH AS POSSIBLE WITH UPSIDE DOWN LOUVER 4 q 18 "o C V N- - N- - N- - C C D> D> QD 7. DUCTWORK SHALL BE FABRICATED OF GALVANIZED SHEET METAL PER AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS' STANDARDS AS OUTLINED FOR "AIR DUCT DESIGN" IN THE LATEST EDITION OF THE "ASHRAE FUNDAMENTALS" AND AS REQUIRED BY THE CONSTRUCTION DETAILS OUTLINED IN THE APPLICABLE SMACNA STANDARDS. 8. SUPPLY DUCTWORK INSIDE BUILDING SHALL BE INSULATED WITH 1" ALUMINUM FOIL FACED FIBERGLASS BLANKET OVERLAPPED AND WIRED ON AND ALL DUCTWORK SHALL BE INSTALLED IN CONCEALED SPACE ABOVE CEILINGS. 9. PROVIDE CLEAR ACCESS TO ALL EQUIPMENT WITHIN THE LEASED SPACE. 10. CONTRACTOR SHALL PROVIDE OPERABLE H AND V SYSTEMS COMPLETE IN ALL RESPECTS AS CONTEMPLATED BY THE INFORMATION INDICATED ON THE DRAWINGS. IT IS NOT INTENDED THAT THE DRAWINGS AND SPECIFICATIONS INDICATE EACH AND EVERY ITEM OF INFORMATION NECESSARY FOR COMPLETE SYSTEMS BUT INDICATE SUFFICIENT INFORMATION FOR THE CONTRACTOR TO SECURE ADDITIONAL INFORMATION FROM OTHER SOURCES AND PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR COMPLETE INSTALLATIONS. 11. EXIST'G. MALL TOILET EXHAUST DUCT FOR TENANT CONNECTION. V.I.F. 18" 0 SD -2 10 "r (300) A ALL LABOR, MATERIALS AND EQUIPMENT SHALL BE PROVIDED WITH ONE YEAR GUARANTEE FROM DEFECTS. 12. PROVIDE ARCHITECT WITH THREE (3) COPIES OF AIR BALANCE REPORT. INSTRUCT OWNER IN USE OF EQUIPMENT. AIR BALANCE REPORT TO BE AN INDEPENDENT TESTING AGENCY. AIR BALANCE TEST REPORT TO BE TAKEN IN THE LATE AFTERNOON WITH THE FOLLOWING TEMPERATURE READINGS DOCUMENTED (IN ADDITION TO CFM) 1.) TEMPERATURE OF AIR LEAVING EACH CEILING DIFFUSER, 2.) TEMPERATURE OF AIR LEAVING HVAC UNIT, 3.) TEMPERATURE OF OUTSIDE AIR AT HVAC UNIT, 4.) TEMPERATURE OF AIR WITHIN SALES AREA (AT THERMOSTAT). 13. T.G.C. TO REPLACE FILTERS PRIOR TO TURNOVER. 14 DEMOLITION: REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PLUMBING FIXTURES, PIPING SYSTEMS, ETC...NOT BEING REUSED. DO NOT JUST ABANDON. A 12 D 12 "0 10" 10"0 CO \TRACTOR \OTES: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, LANDLORD OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE AND LOCAL CODES WHETHER INDICATED OR NOT ON CONTRACT DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES / REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN, HAD AN EXAMINATION AND CODE REVIEW BEEN MADE, WILL NOT BE ALLOWED. V A X2 SD -2 r L E O QD C C 12 "0 �. — C ' r ^� CCI C C C MECHANICAL PLAN PROVIDE A 24 X24" RETURN AIR OPENING THRU WALL ABOVE CEILNG AS HIGH AS POSSIBLE COVER OPENING WITH 1"X1" WELDED WIRE SCREEN. X2 D> (300) - ---- ------- –__ D) (300) 12 "0 KO le C E C 0 O O E 01-515 PROVIDE A 24 "X24" RETURN AIR OPENING THRU WALL ABOVE CEILING AS HIGH AS POSSIBLE COVER' OPENING WITH 1 "X1" WELDED WIRE SCREEN. O O O O O O O 0 0 B B B B B i I 00 Fl i �.. s CM( A FEB 13 2008 ��tii'vai I (;Li1 i a DON PENN - ,, 1,i CONSULTING ENGINEER ° = i.;, '11 635 WESTPORT PARKWAY, SUITE 30E: GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 -251 -8411 REVISIONS BY Q CO CO « C\I 0_ 00 — Ui W CO Z Z c=9 W UC�� I w ° ° CD Z 00 0 W © Feg ❑@ z rn 0 ca w CI w cc x W DATE: 09.20.07 SCALE: 1/4 "=1 DRAWN: TS JOB: MP_SOCM SHEET 0 M.1 1 OF 3 M €HEETS TITS AIR DISTRIBbTIO\ DEVICES MARK MANUF. CATALOG # SIZE MOUNTING MATERIAL FINISH ACCESSORIES BORDER STY_EMARKS NOTES MOD. NECK SIDE WALL CEILING DUCT STEEL ALUM. DPR. EQUAL GRID FIRE DPR. SD -1 TITUS OMNI 24 "X24" 101) • • • B • B SD -2 TITUS R- OMNI 22 "0 10 "3 • • B 0 A 50-3 TITUS OMNI 12 "X12" 6 "t • S B S A SD -4 TITUS OMNI 24 "X24" 8"(1) • • B S B RG -1 TITUS 355RL 24 "X24" - • • B B 1. CONTRACTOR TO VERIFY FINISHES WITH ARCHITECT. 6. PROVIDE CABLE OPERATED DAMPER FOR AIR OUTLETS IN SHEETROCK CEILINGS. 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. ALL AIR OUTLETS SHALL BE SUITABLE FOR THE TYPE OF CEILING CONSTRUCTION USED. COORDINATE BORDER STYLES AND FRAMING. 4. INSTALL FOUR (4) WAY DIFFUSERS WITH BLANK -OFF BAFFLES FOR 2 -WAY AND 3 -WAY BLOW ARRANGEMENTS. 5. PROVIDE 24 x 24 FULL FACE LOUVER FOR TDC DIFFUSERS. EXH A, ST EA\ S MANUFACTURER MODEL NO. TYPE C.F.M. S.P. H.P. FAN MOTOR DATA ACC. REF. NOTE NOTES VOLTS PHASE R.P.M. NUTONE 8673P EF -1 100 .125 1/10 120 1 - -- 16 GAUGE GALVANIZED SAFETY PAN 2" WIDE MIN. DUCT STRAP 48" O.C. MAX. RIGID ROUND MET INTERNALLY INSULATED RIGID ROUND D ELBOW INTERNALLY INSULATED ALL METAL DUCT -MUST BE 26 GA. MIN, W /EXCEPTION OF STOCK ROOM VOLUME DAMPER (FOR FINAL BALANCE ADJUSTMENT) MAX. WATWER TEMP. OF 110 DEG. F 3/4" HOT WATER ELECTRIC WATER HEATER TEMPERATURE & PRESSURE RELIEF VALVE TEMPERATURE & PRESSURE RELIEF DRAIN DISCHARGE DUCT DIFFUSER ETAI L C WATLP HATER DFTAIL SPIN -IN FITTING WITH BALANCING DAMPER AND 45 DEG. EXTRACTOR (DAMPER USED FOR ROUGH BALANCING) X3/4 HOT WATER TO FIXTURES (105 DEG. F) VACUUM BREAKER 3/4" COLD WATER SUPPLY 3 /4 "CW SHUT -OFF VALVES - TYPICAL XPANSION TANK. CHECK VALVE UNION(TYPICAL) DRAIN VALVE SAFETY MIXING VALVE APPROVED UNDER ASSE 1016 OR 1017 1" DRAIN - DISCHARGE TO /INTO FLOOR DRAIN IN TOILET ROOM SCALE: NONE SCALE: NONE INTERNALLY INSULATED SPIRAL DUCTWORK MS 2" SECURE FLEXIBLE DUCT TO PLENUM AND SPIN -IN FITTING WITH S.S. SCREW CLAMP INSULATED FLEXIBLE DUCT - INSIDE DIAMETER AS NOTED ON PLANS. MAX LENGTH 5' -O" () WASTE RISER II I -400111 `�P INSULAT!ON - LAV TO TRAP ( S.S. SCREW CLAMP CEILING DIFFUSER CEILING 3LTAIL 3" VENT TO LANDLORD'S TOILET VENT SYSTEM. SCALE: NONE DUCT STRAP TYPICAL IN TWO PLACES. MIN. 2" WIDE SPIN -IN FITTING WITH DAMPER AND AIR SCOOP SUPPLY DUCT NOTES: *FOR LENGTHS GREATER THAN 5-0" USE EXTERNALLY INSULATED RIGID ROUND DUCT THE SAME SIZE AS THE FLEXIBLE DUCT FOR THE ADDITIONAL LENGTH. *FLEXIBLE DUCT SHALL BE UL181 APPROVED AND SHALL NOT BE KINKED OR SAGGED. *PROVIDE SPIN -IN FITTING FOR ALL ROUND FLEXIBLE DUCT CONNECTIONS TO RECTANGULAR DUCT. SPIN -IN FITTINGS SHALL BE FACTORY FABRICATED, AND INCLUDE AN AIR EXTRACTOR SCOOP AND A BALANCING DAMPER WITH A LOCKING QUADTANT AND HANDLE. BALANCING SHALL BE AT THE SPIN -IN FITTING AND NOT AT THE AIR DISTRIBUTION DEVICE. SCALE: NONE PLUVBI \G FIXT,RES WC WATER CLOSET-AMERICAN STANDARD "CADET" MODEL #2168.100 (1.6 GAL. /PA) FLOOR MOUNTED, (H.C.) ELONGATED BOWL, TANK TYPE, CHROME TRIP LEVER, WATER SAVER, VITREOUS CHINA, 17" RIM HEIGHT MEETS ADA GUIDELINES AND ANSI REQUIREMENTS FOR PEOPLE WITH DISABILITIES FURNISH WITH WHITE COLOR OLSONITE MODEL #96 OPEN FRONT SEAT WITH COVER AND CHROME SUPPLY WITH STOP. LAV LAVATORY - AMERICAN STANDARD MODEL #0124.024 WITH FAUCET (MODEL #2985.130) EQUAL BY (H.C.) KOHLER MODEL #K1729, WITH FAUCET (MODEL #K15199) EQUAL BY CRANE MODEL #3 -377 OR ELGER MODEL #051 -1358. FCO FLOOR CLEAN OUT -ZURN #Z1400 -HD -2 (CONC. FLOOR) OR ZN 1400 -2 (TILE FLOOR). EQUALS BY J.R. SMITH OR WADE. WATER HAMMER ARRESTER -SIOUX CHIEF 750 SERIES OR EQUAL BY PRECISION PLUMBING PRODUCTS, INC. FD FLOOR DRAIN -ZURN #Z415, 3" WITH NICKEL BRONZE STRAINER. (PROVIDE WITH TRAP PRIMER IF REQUIRED BY CODE OR SHOWN ON DRAWINGS). WH A.O. SMITH MODEL PV ---10, 10 GALLON CAPACITY, COPPER CORE TANK, 1.5 K.W., 120V. SPLIT LEVEL WATER FOUNTAIN (DF) OASIS - P8ACSL, TWO STATION WALL MOUNT WATER COOLER. WITH LEFT, RIGHT AND FRONT CONTROLS ON EACH UNIT. BRUSHED STAINLESS STEEL FINISH WH A DF MS 24" x 24" FLOOR MOUNTED MOP BASIN. FLOORSTONE MODEL 85 NEO ANGLE MOP RECEPTOR WITH AMERICAN STANDARD 8340.242 FAUCET (OR EQUAL) AND HOSE AND MOP HANGER. CONNECT TO 4" SANITARY SEWER SYSTEM - V.I.F. T.G.C. SHALL PROVIDE SHUT -OFF VALVES AT ALL CONNECTIONS TO PLUMBING FIXTURES NO PLASTIC PIPE IS ALLOWED. PROVIDE BACKFLOW 3 /4 "HW TO WATER HEATER PREVENTION DEVICE AS MOUNTED ABOVE MOP SINK. REF. PER LOCAL DTL #3 THIS SHEET. JURISDICTION. PARTIAL PLU WC MS 1/2" TO (H.CJ ; FLOOR WC DRAIN'S (H. C.) TRAP PRIMER V WATER RISER DIAGRAV SCALE: dp BAG PLA\ 4" S.S. VERIFY EXACT LOCATION, FLOW AND SCALE: 1 /4 " =1' -0" FEB 1 tt 2003 V I t.. :..�'�^1 NONE P A DON PENN P CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 -41 0 -2858 FAX 817 -251 -8411 REVISIONS 0 DATE: 09.20.07 SCALE: 1/4 "4-0" DRAWN: TS JOB: MP_SOCM M.2 2 OF 3 M €HEETS BY DIVISION 15 - MECHANICAL SECTION 15000 MECHANICAL GENERAL PROVISIONS A. GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS ARE A PART OF THIS CONTRACT AND APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE ENTIRE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL OTHER TRADES. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE SUBCONTRACTORS WITH A FULL SET OF BID SET DOCUMENTS (INCLUDING SPECIFICATIONS) AND THE COORDINATION OF HIS WORK AND INSPECTIONS AND THE WORK AND INSPECTIONS OF THE SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE CONFORMING TO THE GENERAL CONTRACTOR'S TIME SCHEDULE. 4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING THE BID TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWIL.EDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT REUEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. WHEN USED, THE TERM 'PROVIDED BY CONTRACTOR' SHALL BE INTERPREIEJJ AS MEANING 'FURNISHED AND INSTALLED' WITH THE EXCEPTION WHERE ITEMS ARE 'PROVIDED BY IDS' WHICH MEANS 'FURNISHED ONLY' (INSTALLED BY CONTRACTOR), EXCEPT AS SPECIFICALLY NOTED OTHERWISE B. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOD CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD, AS REQUIRED. FIELD VERIFY THE EXACT TYPE, SIZE AND LOCATION, ETC. OF EXISTING PIPE AND DUCTS IN THE TENANT SPACE PRIOR TO BID. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIIYJSLY NECESSARY TO COMPLEIL THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR SERVICE. 5. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRIWNG, CHASING OR CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANTS STORE PROJECT MANAGER CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. AND THE LANDLORD. PATCHING SHALL MATCH, FINISH OF SURROUNDING AREA. C. CODES 1. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE LANDLORD'S CRITERIA, THE STATE'S, COUNTYS, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. AFTER CONTRACT is ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. 0. LICENSES, PERMITS, INSPECTIONS & FEES T. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THIS WORK. 2. FURNISH THE TENANTS PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT SUBSTANTIAL COMPLETION DATE OF PROJECT. E DRAWINGS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPING OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK, FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING OTHER TRADES WITH THE COST HEREOF INCLUDED IN THIS D. IN SUCH CASE. CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THE PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANT'S PROJECT MANAGER. F. EXISTING SHELL SPACE CONDITONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANCIAL WORK SHOWN ON THE MECHANCIAL DRAWINGS AND THE MECHANCIAL DEMOLITION SHOWN ON THE ARCHITECTURAL DRAWINGS. 2. THE CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES. DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED UNLESS NOTED FOR REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK OR PART OF THE LANDLORD'S CR ANOTHER TENANTS ACTIVE SYSTEM MUST BE REMOVED AND ROOF /WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOUTION PRIOR TO BID AND INCLUDE IN BID PROPOSAL. 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE DISNEY STORE PROECT MANAGER IMMEDIATELY. ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. 4. T1E -INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL INCLUDE IN HIS BID, ALL PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. G. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE DISNEY STORE'S PROJECT MANAGER. IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, THE TENANT PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. H. TRADE NAMES AND MANUFACTURERS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BEIIEH IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY THE DISNEY STORE'S PROJECT MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. I. SHOP DRAWINGS 1. SUBMIT TWO COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE GENERAL CONTRACTOR FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE EARLY ENOUGH TO ALLOW THE TENANTS PROJECT MANAGER EIGHT WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL CONDITIONS USING THE MANUFACTURER'S USTED ON THE DRAWINGS. SHOP DRAWINGS SHALL INCWDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL INCLUDE BUT NOT LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, PRESSURE DROP, CODE COMPUANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA OBSERVE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUB - CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS TAKE PLACE LACK OF SUCH CONTRACTOR'S REVIEW AND APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY THE TENANTS PROJECT MANAGER. ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION AND MAINTENANCE MANUALS SENT TO THE HOME OFFICE OF THE TENANTS PROJECT MANAGER AT JOB COMPLETION. J. RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. D. EXACT ROUTING OF ALL SANITARY AND DOMESTIC WATER PIPING UNDER FLOOR. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE SENT TO THE HOME OFFICE OF THE DISNEY STORE'S PROJECT MANAGER. K. GUARANTEE 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY THE TENANTS PROECT MANAGER. PROVIDE EXTENDED WARRANTIES AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. IN CASE OF REPLACEMENT CR REPAIR OR EQUIPMENT DUE TO FAILURE WITHIN GUARANTEE PEROID, GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PEROID OF ONE (1) YEAR FROM DATE OF SUCH REPLACEMENT OR REPAIR. L OPERATIONS MANUALS 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ON JOB SHALL BE COLLECTED AND INSERTED IN A 3" THREE RING BINDER AND SENT TO THE OFFICE OF THE TENANTS PROJECT MANAGER. EACH NOTEBOOK SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS OR BROCHURES APPROVED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. M. SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SIUCONE ° RTY FOAM, ° 3M' FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL CONFORM TO U.L ASSEMBLY RATING OF FLOOR OR WALL. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.C. GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES TO BE MINIMUM 14 GAUGE STEEL N. HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CUPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OR INSULATION. INSTALL 6" LONG SPUT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE CI- ELECTRICALLY SEPARATED FROM ONE ANOTHER. D. ACCESS DOORS 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MIN. 16 X 20' OR AS SHOWN ON DRAWINGS, TO GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND NUMBER AS DETERMINED BY CONTRACTOR AND APPROVED BY THE TENANTS PROECT MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES. 2. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR OR CEILING --ROOF ASSEMBLIES SHALL BE FIRE RATED, UNDERWRITER'S LABORATORIES, INC., LISTED AND LABELED. 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM NO. 14 GAUGE STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM NO. 16 GAUGE STEEL PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDULES. P. ELECTRICAL MOTORS 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT, ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL DIVISION OF THE SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10%, 40 DEGREES C AMBIENT TEMPERATURE; HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. Q. LOW VOLTAGE (24 VOL WIRING 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR THE EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2 All WORK IS TO CONFORM TO THE LATEST ADDITION N.E.0 AND TO DIVISION 16 ELECTRICAL SPECIFICATIONS. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. DIVISION 15 - MECHANICAL SECTION 15200 A. SCOPE OF WORK PLUMBING 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS. EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PWMBING SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: (REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. B. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. C. PLUMBING FIXTURES AND EQUIPMENT AS SCHEDULED. D. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). E. TESTS AND ADJUSTMENTS. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM. MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL B. PLUMBING EQUIPMENT C. GENERAL PIPING REQUIREMENTS 1. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE TENANTS PROJECT MANAGER IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: A. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. B. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 3. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEIUNGS IN FINISHED AREAS. 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPUCABLE. D. PIPING 1. SANITARY PIPING - A. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT, CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2' OR SMALLER MAY BE GALVANIZED STEEL B. JOINTS: BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (HUB AND SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL SHIELD AND CLAMP WITH APPROVED NEOPRENE - BASED LUBRICANT, (HUBLESS). GALVANIZED VENT - SCREWED JOINTS WITH TEFLOW TAPE ON MALE THREADS. C. PITCH WASTE ONES 2' AND SMALLER NOT LESS THAN 1/4" PER FOOT. PITCH LARGER MAINS NOT LESS THAN 1/8" PER FOOT. D, INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FFLLI, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY THE TENANTS PROJECT MANAGER; BUT WHERE NECESSARY, THE WALL COVERS ARE TO BE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS (FLUSH WITH FINISHED FLOOR). PROVIDE COVERS MTH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL CLEAN -OUT LOCATIONS SHALL BE APPROVED BY THE TENANTS PROJECT MANAGER. E. INSULATE ALL HORIZONAL RUNS OF PIPING LOCATED IN CEILING SPACES WHEN APPUCABLE INSULATION TO BE AS SPECIFIED FOR WATER PIPING. F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH TRUEBRO MODEL 102W 'HANDI LAV GUARD INSULATION KIT. 2. CONDENSATE PIPING SHALL BE TYPE GALVANIZED PIPE WITH SCREWED FITTINGS WITH DIELETRIC SEPARATION BETWEEN DISSIMILAR METALS. 3. POTABLE WATER PIPING: A. BELOW GRADE: TYPE 'M' COPPER TUBE FOR PIPE BRASE ALL JOINTS B. ABOVE GRADE TYPE 'M' COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95-5 TIN - ANTIMONY SOLDER. C. INSTALL AIR CHAMBER SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. D. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. E. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTIUTIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINED IF WATER METER IS REQUIRED. F. SECURE PIPE AT ANGLE STOPS. G. PROVIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING TO KEEP PIPES FROM HITTING FRAME WHEN IN OPERATION. 4. INSULATION A. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K =0.23 0 75 F) SNAP -ON FIBERGLASS PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATINGS OF 50. APPROVED MANUFACTURER: MANVILLE MICRO -LOK. 5. TEST & STERILIZATION A. LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: 1. TEST POTABLE WATER PIPING AND CONDENSATE PIPING AT 125 PSIG FOR SIX HOURS. 2. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. ALL JOINTS SHALL BE GAS AND WATER TIGHT. 3. TEST GAS PIPING WITH PER NFPA 54 CODES. 4. STERILIZE POTABLE HOT & COLD WATER LINES UPON COMPLETION OF SYSTEM. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. DIVISION 15 - MECHANICAL SECTION 15300 FIRE PROTECTION A. SCOPE OF WORK 1. THE F.P. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACIUTIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE UMITED TO THE FOLLOWING: A. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE WITH NFPA -13, LOCAL CODES, LANDLORD'S CRITERIA. AND INSURANCE CARRIERS FOR THE MALL AND TENANT. B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. C. DESIGN DRAWINGS, CALCULATIONS, SUBMITTALS AND APPROVALS. D. PERMITS, FEES, AND CHARGES. E. TESTS AND TEST CERTIFICATES. F. COST FOR SHUT DOWN FEES. 2. THE CONTRACTOR THAT DOES THE ACTUAL SPRINKLER WORK IS REQUIRED TO BE A LANDLORD APPROVED SPRINKLER CONTRACTOR. 3. BEFORE STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL STRUCTURAL MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 4. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACIUTATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL B. SHOP DRAWINGS 1. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR HIS WORK. SUBMIT TWO (2) COPIES TO GENERAL CONTRACTOR FOR APPROVAL NO WORK SHALL BEGIN UNTIL THE TENANTS PROECT MANAGER APPROVES IN WRITING THE HEAD AND PIPING LOCATIONS. 2. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. 3. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE TENANTS PROJECT MANAGER. C. EQUIPMENT 1. SPRINKLER HEADS: A ALL SPRINKLER HEADS SHALL BE NEW (EXISTING HEADS IN EXISTING STORES TO BE REPLACED), U.L, F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY CENTRAL SPRINKLER CO., GLOBE, GRINNELL, RELIABLE, STAR, OR VIKING. B. ALL SPRINKLER HEADS SHALL BE RATED FOR 165 DEC. F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. C. ALL SALES FLOORS HEADS ARE TO HAVE BE FACTORY APPLIED COLOR FINISH TO MATCH ARCHITECTURAL COUNG FINISH. VERIFY HEAD TYPES AND COLORS WITH SPECIFICATIONS ON SHEET A010 AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. D. SPRINKLER HEAD TYPES: SEE SHEET M1.D FOR ADDITIONAL INFORMATION. D. GENERAL PIPING 1 A FIRE PROTECTION SYSTEM STUB IN SHALL BE FURNISHED BY THE LANDLORD. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK' AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. 2. ALL SPRINKLER ONES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH LIGHTS, DUCTS, PIPES, STORAGE DECK, ETC. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF All SPRINKLER HEADS, SPRINKLER UNES, LIGHTS. DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. HORIZONTAL SPRINKLER RUNS AT MERCHANDISE SOFFITS SHALL BE PLACED INSIDE SOFFIT STRUCTURE. VERTICAL DROPS FROM COUNG TO MERCHANDISE SOFFIT SHALL BE LOCATED FLUSH AGAINST DEMISING WALLS. 3. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEILING HEIGHTS, EQUIPMENT, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL UNUSED PIPING. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY THE LOCAL FIRE PROTECTION OFFICIAL AND THE TENANTS PROJECT MANAGER BEFORE INSTALLATION. HEADS MUST BE LOCATED IN THE CENTER OF CEILING TILES AND IN A SYMMETRICAL PATTERN WITH OTHER CEILING FIXTURES. ADDITIONAL MONIES WILL NOT BE ALLOCATED FOR ADDITIONAL HEADS REQUIRED BY FIELD FIRE INSPECTOR AFTER BIDS ARE ACCEPTED. HEADS IN MERCHANDISE BAYS SHALL BE CENTERED SIDE TO SIDE AND FRONT TO BACK. 5 PROVIDE AND INSTALL A VALVED TEST CONNECTION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR. OR INSURANCE CARRIER. COORDINATE LOCATION WITH THE TENANTS PROJECT MANAGER AND LOCAL FIRE PROTECTION OFFICIAL PRIOR TO ROUGH -IN. 6. SPRINKLER HEADS LOCATED IN STOCK, CORRIDOR OR TOILET ROOM CEILINGS OR WALLS BELOW 8' -0" ABOVE THE FINISHED FLOOR ARE TO BE PROTECTED WITH APPROVED GUARDS. E. PIPING: 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A -53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B-36- 10--70 FOR WROUGHT STEEL PIPE. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAUUC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. F. TESTS 1. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE OR OTHER DEFECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS CONTENTS, PEOPLE, ETC., CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY HIM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. 2. PROPERLY COMPLETED AND SIGNED 'SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES' SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES HAVING JURISDICTION, AND THE TENANTS PROJECT MANAGER. DIVISION 15 - MECHANICAL SECTION 15500 HEATING, VENTILATION, AND AIR CONDITIONING A SCOPE OF WORK 1. THE HVAC CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:(REFER TO RESPONSIBILITY SCHEDULE FOR EXACT RESPONSIBILITIES) A. B. C. D. E. F. G. H. J. HVAC UNITS, EQUIPMENT, AND APPURTENANCES. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. CHILLED WATER PIPING AND INSULATION (AS APPLICABLE, REFER TO PLANS). DIFFUSERS, GRILLES, AND REGISTERS. CURBS AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO PLANS). TESTING, ADJUSTING, AND BALANCING. OPERATIONS MANUALS. TEMPERATURE CONTROLS AND RELATED DIAGRAMS. SEQUENCES OF OPERATION. CONNECTION TO ANY LANDLORD ENERGY MANAGEMENT SYSTEM. 3. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. B. HVAC EQUIPMENT 1. PRIMARY HEATING, VENTILATION AND AIR CONDITIONING UNITS. A. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE TO BE BY CARRIER CORPORATION AS SCHEDULED. ALL COMPRESSORS ARE TO INCLUDE A 5 -YEAR EXTENDED WARRANTY. B. NOT USED C. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HERON. D. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. E. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF VAV BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, AS REQUIRED. CONDENSATE SHALL BE DIRECTED E D RECTED TO MOP SINK OR AS SPECIFIED ON PLANS. 2. TOILET EXHAUST FANS A. WHERE SHOWN ON DRAWINGS, PROVIDE A TOILET EXHAUST FAN UNIT COMPLETE WITH GRAVITY BACK DRAFT DAMPERS. ALL DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. 3. VIBRATION ISOLATION DEVICES A. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. B. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR DR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. C. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID ° GROUNDING" THE ISOLATOR. D. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. E. CONSULT MANUFACTURER FOR APPLICATION DATA 4. VARIABLE AIR VOLUME BOXES (VAV) A. WHERE SHOWN ON DRAWINGS, INSTALL VAV BOXES COMPLETE WITH CONTROLS, (FANS AS REQUIRED). ALL DUCT CONNECTIONS FLEXIBLE DUCT /PIPE CONNECTIONS SHALL BE PROVIDED TO THE THE TENANTS PROJECT MANAGER PRIOR TO INSTALLATION. 5. CURBS AND STEEL FRAMING FOR SUPPORT A. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUPPORTED. INSULATE UNDER SECTION TO PREVENT CONDENSATION. ALL CURBS THE COMPRESSOR 5E RB5 MUST BE INSTALLED SO THAT TOP OF CURBS ARE "DEAD' LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE TO THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE C. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANTS PROJECT MANAGER. SIGNIFICANT DEVIATIONS FROM DESIGN MUST BE APPROVED BY THE TENANTS PROJECT MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR UNLESS NOTES OTHERWISE ALL DUCT BRANCHES (IF REQUIRED) TO DIFFUSERS ARE TO BE ROUND RIGID DUCT. (FLEXIBLE DUCT CONNECTIONS TO THE DIFFUSER ARE NOT ALLOWED ON THE SALES FLOOR OR EXPOSED CEILINGS) 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR DUCTS WITH GALVANIZED SHEET STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, HE ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). A. SUPPLY DUCTS: 2 INCHES WATER GAUGE, POSITIVE PRESSURE B. RETURN AND EXHAUST DUCTS: 2 INCHES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5% LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. 4. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8' WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS. 5. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 7. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1- 1/2"X1-1/2 X1 /8' STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. B. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. 9. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANTS PROJECT MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. 12. FUMBLE CONNECTIONS A. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS DR CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. B. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. C. FLEXIBLE CONNECTION IS TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. 13. FIRE DAMPERS A. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL CR VERTICAL FLOW OF AIR AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED B. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 165 DEG. F FUSIBLE LINK, TYPE A, AS MINIMUM. C. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. D. PROVIDE DUCT ACCESS DOORS IN AN ACCESSABLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GA GALVANIZED DOOR WITH QUICK - OPENING LATCH AND PIANO HINGE. 14. FLEXIBLE AIR DUCT A. FLEXIBLE AIR DUCT SHALL BE 1' INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. B. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM THE TENANTS PROJECT MANAGER. C. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5' -0' IN LENGTH AT ANY ONE LOCATION AND IS ONLY USED IN CONCEALED LOCATIONS IF AT ALL D. HYDRONIC PIPING 1. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRONIC SYSTEM IS REQUIRED. 2. PIPING A. HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER AND /OR CONDENSER WATER SHALL BE ASTM A-120, SCHEDULE 40, ERW, BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2 -1/2 INCH AND LARGER. INSTALL STEEL PIPE WITH THREADED JOINTS AND FITTINGS OR INSTALL TYPE ° K ° ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER PIPE PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE OR REMOVAL MAY BE REQUIRED. B. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A MINIMUM PRESSURE OF 125 PSI. C. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE GLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. FILL TENANTS SYSTEM WITH DOMESTIC WATER AND VENT ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANTS SYSTEM WITH WATER FROM HE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD REPRESEN TATIVE. 0. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION FROM THE LANDLORD'S FIELD REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND PROPER FIWNG OF THE TENANTS SYSTEM HAS BEEN COMPLETED IN ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND THAT THE TENANTS SYSTEM IS READY TO BE CONNECTED TO THE LANDLORD'S SYSTEM. 3. VALVES A. GATE VALVES, 2 -INCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF ASTM B 62 CAST BRONZE WITH THREADED OR SOLDER ENDS, INTEGRAL SEAT. RENEWABLE SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE- PACKABLE UNDER PRESSURE. BALL VALVES ARE ACCEPTED AS AN EQUAL SUBSTITUTION. B. GATE VALVES, 2 -1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY, RENEWABLE BRONZE SEATS AND SOLID WEDGE DISC, RISING STEM, FLANGED ENDS, AND RE- PACKABLE UNDER PRESSURE C. SWING CHECK VALVES, 2 -INCH AND SMALLER: CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y- PATTERN, RENEWABLE BRONZE DISC, AND HAVING THREADED OR SOLDERED ENDS. D. SWING CHECK VALVE, 2 -1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BONG REFITTED WHILE THE VALVE REMAINS IN THE UNE. E. COMBINATION BALANCING AND SHUT -OFF VALVES: BELL & GOSSETT CIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 & M MANUAL F. FLOW METER: BELL AND GOSSEI I THERMOFLO INDICATOR MODEL TFl. 4. PIPING SPECIALTIES A. PRESSURE /TEMPERATURE TEST PLUGS ( PETE'S PLUG) - 1/4 INCH NPT FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH D.D. FITTING AND CAPS SHALL BE BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, 0 DEG. F TO 200 DEG. F. B. STRAINERS - "Y° PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2 -1/2 INCHES AND LARGER. SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR CONDENSER WATER. PROVIDE WITH SLOWDOWN VALVE WITH HOSE END FITTING. C. THERMOMETERS - DIE CAST ALUMINUM, 9' INDUSTRIAL MERCURY THERMOMETER, FULLY ADJUSTABLE WITH CLEAR ACRYLIC WINDOW AND BRASS SEPARABLE SOCKET. D. MANUAL AIR VENTS - 1/8' COIN - OPERATED VENT. PROVIDE AN AIR CHAMBER CONSISTING OF A 3/4' NIPPLE AND BUSHINGS. 5. GENERAL INSTALLATION A. INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN SIZE WITH THE TOP OF PIPES AT SAME ELEVATION. MAKE CHANGES IN DIRECTION WITH FITTINGS. B. BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT LESS THAN 1" TO 10 FEET. C. HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE INSULATED PIPE. INSTALL 6" LONG SPUT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND PIPE INSULATION. D. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DIELECTRICALLY SEPARATED FROM ONE ANOTHER. E. SEE PLANS FOR APPLICABLE DETAILS. F. ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE REQUIREMENTS OF THE STATE PIPING AND WELDING CODES. G. INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL MANUAL VENTS AT ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE SYSTEM TO PROPERLY REMOVE ENTRAPPED AIR. 6. INSULATION A. ALL HYDRONIC PIPING FOR CHILLED WATER AND /OR HEATING WATER, VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WITH 1 INCH THICK (K =0.23 © 75 F) FIBERGLASS INSULATION WITH AU SERVICE JACKET AND VAPOR BARRIER. FOR PIPE SIZES 2 -1/2 INCHES AND LARGER, INSULATE WITH 1 -1/2 INCH THICK (K =0.23 ® 75 F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. B. INSULATION AT ALL HANGERS FOR PIPING 2 -1/2 INCHES AND LARGER SHALL BE HARD AND NON - COMPRESSIBLE. C. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS OF THE NEPA. 15. SUPPLY AIR TAKE -OFF FITTINGS A. PROVIDE CONICAL OR "BELL - MOUTH" TAKE -OFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS. B. PROVIDE 45 DEG. RECTANGULAR TAKE -OFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. 16. DAMPERS A. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. B. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED, YOUNG'S REGULATORS SHALL BE USED. C. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. D. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. 17. DIFFUSERS, GRILLES, AND REGISTERS A. PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. B. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED COUNG PLAN. C. APPROVED MANUFACTURERS: KRUEGER. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL FOR THE TENANTS PROJECT MANAGER. 19. DUCTWORK INSULATION A. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. B. ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE THE FINISHED CEILING SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 1 -1/2 "THICK, 1 -1/2 LB. DENSITY DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. C. PROVIDE 1" THICK 1 1/2 LB. INTERNAL DUCT LINER ON ALL RETANGULAR SUPPLY DUCTS WHERE INDICATED ON PLANS. D. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF ND HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. 20. SYSTEM CLEANOUT A. DUCTWORK AND AIR HANDLING EQUIPMENT IS TO BE CLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. B. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. E. SYSTEM TESTING, ADJUSTING, AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE GENERAL CONTRACTOR. 2. THE HVAC CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR BALANCE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN + 5% OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS, OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANTS PROJECT MANAGER. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: A. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. B. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. C. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. D. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. E. MOTOR NAMEPLATE DATA WITH ACTUAL HELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. F. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. H. WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS (WHERE APPUCABLE). I. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. J. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). K. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. 6. THREE STAMPED ORIGINALS OF THE BALANCE REPORT SHALL BE SUBMII IFU THROUGH THE GENERAL CONTRACTOR TO THE TENANTS PROJECT MANAGER FOR APPROVAL 7. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION & MAINTENANCE MANUALS. F. FINAL HVAC INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED UPON COMPLETION FOR HVAC INSTALLATION N C LETI OR COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING AL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS AT NO COST TO THE TENANT. Doi R ^ (-. r--!' ! T r) CITY C. • FEB 1 3 2008 �Iwh viii t:Liv i L=,H O O W CO 1 _ 1 11 TD N LIJ 1 GQ, 0000 ff CL Q Z I z co n_ Z 0 - C C N. 0, Oo f : 'f :` S F �C) REVISIONS SHEET _.._ -4 IA .3 3 OF 3 M. HEFTS BY < CO Ic J � I CC « 1 Lu Z Z Q U U � ~ Q U O N) co C") U) a) 7 0 m C a) cis U O C U) co m 8 C) CO cq CV CA a, CO CC'J E O U • CV N CS c o 5 Lo co co DATE: 09.20.07 SCALE: 1/4" =1'-0" DRAWN: TA8 JOB: MP_SOCM