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Permit D08-100 - WESTFIELD SOUTHCENTER MALL - WHITE HOUSE BLACK MARKET - TENANT IMPROVEMENT
WHITE HOUSE 656 SOUTHCENTER MALL 1308-100 Design Occupant Load: BUILDING OFFICIAL 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.citukwila.wa.us 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. Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B CERTIFICATE OF OCCUPANCY Building Permit No.: D08 -100 Occupant /Tenant: WHITE HOUSE BLACK MARKET Building Address: 656 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Automatic Sprinkler System: Provided: Y Required: Y 87 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 656 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: WHITE HOUSE Address: 656 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: KATHY KRUSE Address: 10877 WATSON RD , ST LOUIS MO 63127 Phone: 314 - 821 -1100 Citylltf Tukwila 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 Contractor: Name: GREENWOOD CONSTRUCTION COMPLANY Address: 12637 S 265 WEST STE 100 , DRAPER UT 84065 Phone: Contractor License No: GREENCC973MW DEVELOPMENT PERMIT DESCRIPTION OF WORK: TENANT IMPROVEMENT OF NEW MALL SPACE. WORK TO INCLUDE HARD CONSTRUCTION AND FINISHES OF SALES, STORAGE, FITTING ROOMS AND RESTROOMS Value of Construction: $335,000.00 Fees Collected: $4,891.80 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 -100 Issue Date: 04/25/2008 Permit Expires On: 10/22/2008 Expiration Date: 07/10/2009 D08 -100 Printed: 04 -25 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ATukwila • 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 Number: D08 - 100 Issue Date: 04/25/2008 Permit Expires On: 10/22/2008 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: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: construction or theerformance of w Signature: doc: IBC -10/06 w Private: Profit: N Private: rk Date: 11 Public: Non - Profit: N Public: I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie , whether specified herein or not. The granting of this permit does not pre e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development p tt.. Date: Print Name: /7..2ris• yP This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -100 Printed: 04 -25 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 656 SOUTHCENTER MALL TUKW Suite No: Tenant: WHITE HOUSE 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: D08 -100 Status: ISSUED Applied Date: 02/22/2008 Issue Date: 04/25/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building doc: Cond -10/06 D08 -100 Printed: 04 -25 -2008 Department (206- 431 - 3670). 17: ** *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: 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. 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 24: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 26: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the doc: Cond -10/06 D08 -100 Printed: 04 -25 -2008 nearest visible exit sign. (IFC 1011.1) • 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 • 29: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 30: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 33: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 34: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 35: All new 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) 36: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 37: Local U.L. central station supervision is required. (City Ordinance #2051) 38: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 39: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 40: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: New and existing buildings shall have approved address numbers, building numbers or approved building identification doc: Cond -10/06 D08 -100 Printed: 04 -25 -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 • placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 43: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D08 -100 Printed: 04 -25 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us • I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: doc: Cond -10/06 D08 -100 Date: ordinances governing or local laws regulating Printed: 04 -25 -2008 SITE LOCATION : • of i T,,,, t 1 ` 4. , King Co Assessor's Tax No.: LD 3 6, 4 ZO -- d Mfg Site Address: Co S'X,Tt. P..4.1t1:12, c TT C,P. , (l I is, C(8( j Suite Number: (l,;d Floor: IT Tenant Name: Li H I T k1 1 MA-12.t.te=r New Tenant: R. Yes ❑ .. No Property Owners Name: 1U 6-5- 1 .t teA-r7 Mailing Address: 6933. `� IGIr4- ►TrX,Tt?..1 -ttPc. U'3, 3- yrt..F.,1,1 A,. ci 8( City •.CONT.ACT 1! RSON whudu we con act wheri'your permit'is ready :to be issueCl.: _; %' .tip Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http. / ci tuktril wu. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** G 4- Mailing Address: l 0E7 111/— S6i.( f20�t� S T • E -Mail Address: (rk) tcO3 @ OCi3COCor'r . CYDrn tENER4. CO NTRACT OR •IN.FORMAT (Contractor Infarmattun.f or,Mecbanica l (pg 4) ior, i'lumbing ankOas 'aping (pg 5)) Company Name: Mailing Address: Zip City Contact Person: Day Telephone: E -Mail Address: Contractor Registration Number: Expiration Date: Company Name: (,/ `'?C.r) Contact Person: t21-1 5e.... E -Mail Address. Oh C.dg (Y'a 5COCOCAO-c( vn Company Name: ` 1.,t4 -.SCC) Contact Person: "-'� l--I ` V taus k- i'vlatl Address._ t t eD 6 • S Building Permit No. ^ t Q tO Mechanical Permit No. Plumbing/Gas Permit No. ?C O -0,5s- Public Works Pnrmit'No. Project No.... . 170-00 (For office use only) Day Telephone: 3 1 4 - - I I O6 City State Zip Fax Number: 6 1 4- ge..I - 4 I (o 2 Fax Number: State State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Mailing Address: l OOY7 tad4-D t ST. I ,c)(_.4 t , s� (0.3/ Z — 2 City State Mailing Address: 1 0 P ) - 7 LAA -Tf)►J! 120 ET. 1 ts, HC) (03 (2 (. it■ ~tare Lip Day Telephone: ( 4- P Z- HOC Fax Number. � l 4 - P)Zi I - 4 l& ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record /'p Day I clephone• 1 - - 1100 COh Fax Number '3 l _ 4 - 8 Z I - 4 I ( 2 BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ ,1T �'�y. h >1 Existing Building Valuation: $ Scope of Work (please provide detailed infornlation):j {r,L(t.-Lt-r- { ,j�>p t� p� 1 ri—e 1 r.S 114 t.. t� <-c c � 5100 - L � l b r _ N, - i , i i V-1 of 1-4— C LL4.50zU<Tlbtil A- 4u 1 `j=I t .1 1 )t�>~S j�� `�� (mss ��Tc) -� �, ITT 11.1 (7( D 76)1( G )I Will there be new rack storage? ❑ Yes loi 2 Fl oo Floors Basement Accessory Structure* Attached Detached G Attach Detached Carport Deck k Uncover Addition to Existing ture Type of Construction per IBC Type of Occupancy per IBC Fit PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. A Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: c4, Sprinklers 11 Automatic Fire Alarm ❑ _._...None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building'? ❑ Yes No If - yes', attach list of rnoteriuLs uncl s orage locations an o separate X l '' " 5 1 I purer including yrvuntities (Ifni b4uteriul Sgfetr Uutu .Sheeta_ SEPTIC SYSTEM IV/ p‘. ❑ On -site Septic S For on -site septic ss 'lem, prus ' copies o a current septic design appro■ ed by King County I Icalth Department. I 121.. No If yes, a separate permit and plan submittal will be required. Provide Ail` Building Areas in Footage • PUBLIC WORKS PERMIT INFORMATION --- 206 - 433 -0179 Scope of Work (please provide detailed information):T4J U 01' c 14 1 Kt-4ED( pd -c_r✓ I ki 61-U_ a 1/.1 rmi=. r--a )-1 lz.L.tcTuOk_t 4-0 t> I ► s I Sf- L cxs , �To(z� �. , � I TT f ki t -- rcpt t-- T 12tx' 3 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District IVA,. r tA� 1 El ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided • f-101P P 1 -'; �-"P Sewer District nl y ❑ ...Tukwila �� ❑... ValVue ❑ .. Renton ❑...Sewer Use Certificate ❑...Sewer Availability Provided Septic System: ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size —22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Ri -of -wa Use - No Disturbance ❑...Construction /Excavation /Fill - Right -of -way Non Right- of-way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Water Water Meter Refund:/Billingj Name. Mailing Address. cubic yards cubic yards ❑...Sanitar Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Fronta Improvements ❑ ...Traffic Control ❑ ...Backtlow Prevention Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. " WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑...Sewer Main Extension Public __ Private __ ❑ ...Water Main Extension Public Private _- FINANCE INFORMATION rile\ Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: city Slat• Lip �) ApI.h• .n .o• I ann Wrph•.i. u. nn n, . •n•r, �•.�nm t pph 0, K:�n; Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage I)ay I clephonc: • ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use Potential Disturbance ❑...Traffic Impact Analysis ❑...Hold Harmless (SAO) ❑...Hold Harmless (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: 0 -3 HP /100,000 BTU Qty Furnace <100K BTU ( Air Handling Unit >10,000 CFM Fire Damper Furnace >100K BTU Evaporator Cooler Diffuser (8 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System ( Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment - /6u -e'r EXN/10 2. Air Handling Unit <10,000 CFM 1 Incinerator Comm /Ind MECHANICAL PERMIT INFORMATION -206-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name: sipt:::) Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ t'a1ID OAS 7 Da d Scope of Work (please provide detailed information): CDA/VrEC—)C770A/ F CA/& V EAl7" L4T7 Y( y l�tCt_' - 't V C S%PPL-y bucr ' © tFiruSEkS 2 7 R,v 1k pc.EAvuM, Fes - PowEEe4O Vi9 ✓ 3dr 04774 6-6 C 7 ,c HEq T-, over .. t.)s7' FANS E x 4 •1 4 - ) ° r 1 J e-rw6QK / tD 4 Aasoct4 4c ygtrktES /WO Ce>mAtEcTro.vs, Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... (g Replacement .... El Fuel Type: Electric ® Gas.... Other: Indicate type of mechanical work being installed and the quantity below: Pap.' 4 of t, Filtture Type: :....; "' • Qty FixtureType:• ' Drinking fountain or water cooler (per head) Qty 2 Fiixture.Type: Wash fountain Qty Fiirture•TYpe: Gas piping outlets Qty Bathtub or combination bath/shower Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain 2 Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory 2 Water Closet 1 Building sewer or trailer park sewer Rain water system per drain (inside building) Water heater and/or vent i Additional medical gas inlets /outlets six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment I Repair or alteration of drainage or vent piping ` Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 =431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: - TSC) Mailing Address: City State Lip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): S GYiT cramp - -C , t r 41`t'57 17p 4.6 Valuation of Gas Piping work (contractor's bid price): $ 001 reDe, I D Scope of Work (please provide detailed information): 6.c)11 &L1 ■GTtO►i 1 2 . c x � t - , t om � t k t L "( Fr-Li Th., 4.41 n I►.lsT t - rol.1 c) Hop si �1�G Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Sewer: 1) 1pph.1n 1 .uu. IP . iii,I i. I'.iCi ttl t, PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review Applications for which no permit is issued within ISO days following the date of application shall expire by limitation. Signatut /i1< Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDINB'OWNER OR,A.Ul'HORIZED AGENT: Date: cam' 2_c/OA Print Name: CA--tarDid STEQ E�1 , Day Telephone: cal 4 - I ton Mailing Address: 10e L-1 -CJ, ST • LOCt I g, HO C. State Zip Date Application Accepted: Date Application Expires: Staff Initials: Pall,: • oil, Receipt No.: R08 -01332 Initials: JEM User ED: 1165 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 Parcel No.: 6364200010 Permit Number: D08 -100 Address: 656 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/22/2008 Applicant: WHITE HOUSE Issue Date: Payee: GREENWOOD CONSTRUCTION COMPANY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 95274 2,966.50 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts 2,962.00 4.50 Total: $2,966.50 Payment Amount: $2,966.50 Payment Date: 04/25/2008 08:29 AM Balance: $0.00 1649 04/25 9711 TOTAL 2966.50 doc: Receipt -06 Printed: 04 -25 -2008 Doc: RECSETS-06 RECEIPT NO: R08 -00503 Initials: WER User ID: 1655 Payee: CASCO SET ID: 2008 SET NAME: WHITE HOUSE SET TRANSACTIONS: Set Member Amount 0 0,,; 1,925.30 EL08 -178 205.00 M08 -053 90.25 PG08 -055 47.00 TOTAL: 2,267.55 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: hap : //www. ci. tukwila. wa. us TRANSACTION LIST: Type Method Description Amount Payment Check 800418 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: • Payment Date: 02/22/2008 Total Payment: 2,267.55 2,267.55 2,267.55 Account Code Current Pmts 000.345.832.00.0 205.00 000/345.830 2,062.55 TOTAL: 2,267.55 8973 02/22 9710 TOTAL 2267.55 Project:0) . J t D� Type of Inspection: � h Address; ` / Date Called: Special Instructions: Date Wanted: ? / 948 �- a Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit To 7- loO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 l l gApproved per applicable codes. COMMENTS: PCP i 't / ? ./ J $60. paid =t El Corrections required prior to approval. Date: 7 INSPECTION FEE REQUIRED. Prior to inspection, fee must be 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: Project: 1,01.)I is lipase Type of Inspection: 5u41 1 . C114, Address: (56 a.0 Date Called: Special Instructions: Date Wanted 'Requester: f /� ,`0 v , a . Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Deg /DO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' P- (206)431-36 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Date: 7/i / Approved per applicable codes. El Corrections required prior to approval. El $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: Pro'ec : ,// Type Inspection: f . /A), / ' Address: --. '/ / / Date Called: Special Instructions: Date anted: & — z 7 - e a.m. Requester: Phone No:, t4 /0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: CoALc__Ale_O Inspector: Date: r7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 1 Gt- h / /76) Type of Inspection: f -C /,5, t /% Address: 656 411 1 /( Date Called: Special Instructions: Date Wanted: — Zj - Cn rn p.m. Requester: Phone No: .65 -T320- 9‘2'7 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D6 6 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /EC *r r« I J /),t- r9 /./ rta7 LI r it ,e4 r r/)r' -) r L YID S�eL. UV\ Inspector: Date: ( fez, $60. (INSPECTION FEE REQUIRED. Prior to inspection, fee must be pai t Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: (Date: Project: ;7, ���� Type of Inspecti n: Address: 4,56 7� f Date Called: Special Instructions: Date Wan d: /4,r,.,, Requester: 1 e No:_ 60. yi42 .... INSPECTION NO. INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION lot— (206)431-3670 COMMENTS: ti/ a#11 hiw,/, el 5 ai e5 ar 'ck Approved per applicable codes. Corrections required prior to approval. Inspector: dt-t) Dat q 0 $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ■ Project. i t4 p Type of lnspe ction�;,.,� Address: (7 Ili ri i Date Called: Special Instructions: Date Wanted: 62 --- -08 P.m. Requester: Pho N INSPECTION NO. INSPECTION RECORD Retain a copy with permit LI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS:?/4 40004 3 .( afreze h /Id OK I Date:6 /5ir $58. '" EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Corrections required prior to approval. Project: )I 149153'.. Type of Z- ` : Ad 561 47/ ` ! Date Called: Special Instructions: Date Wanted: Requester: Phone No: ei0/ 4'6z INSPECTION NO. INSPECTION RECORD Retain a copy with permit /go PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Y"' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: )„, 4)c , ? / + Z 5-00/ e r x r Date: 6 1 .4 4 $58.00 NSPECTION FEE REQUIRED. Prior o inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Project; 1 1�t Type Address: (" c V A - ( 1 Date Called: Special Instructions: Date Wanted: a.m. Requester: i. Phone No: cR - 7 6L i -C27 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t$D° 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Ebe -MO Corrections required prior to approval. COMMENTS: p /1,/ OIL r to /er Date: 2 Inspector: — 1 $58.'j, EINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: 1- ✓4► :k. H -SG Type of Inspection: 1 W i) Address: Ls G 1 <A /1 Date Called: Special Instructions: Date Wanted:% 5-'24-4 p.m. Requester: Phone No: '7/ 7 2 f Z pp6- /.90 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t) b e/cnv hfit C 1 (W)v> c491/ fe51-f4u n 9prc ac e( Date: 577— 3 % E' ` El $58. INSPECTION FEE REQUIRED. Prior o inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Prtec . y� Typs„pf j ection: Address: C9 ( Y (t Date Called: Special Instructions: Date Wanted: ..r a. m. • Requester: Ph • No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit ba8-10 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: / ,sr aid "'ea r l Inspector: Date: r j / E 8.00 EINSPECTION FEE REQUIRED. Prior o inspection, fee must be at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Pr -e 1 ( 1 Type t- 0 t o � y r[ �: t IQ G rr A dyes . C ( Date Called: Special Instructions: Date W ted:m Requester: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Von 52, Inspector: G El $5= ' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa • at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: pA_ Type of Inspection: -..T..._ / /y 1 .-e } ; t- ,- •5.; L. I T,' Ibis 1 ®Ji "' Date Called: Special Instructions: Date Wanted: a.m. Requester: 4f� ; FrA' n L' f:// /41/4. / 4 .0 3 e- 5 /ii "lr'et tit gm peck- k Proje t: L h ) fr H d, l Type of Inspection: -..T..._ Address (1:56- ynAi ( Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 4 INSPECTION RECORD Retain a copy with permit 8 tDo INSPECTION NO. PERM ITT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspect Date: /5--t- El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: Type of Inspection: Ad res 6 �Al Date Ca led: Special Instructions: Date Wanted: C - Requester: P 1 870 _z/6 INSPECTION RECORD Retain a copy with permit jq -1 a0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: A Q G✓6//64w / /0,6, • 1 /6 '/1 //5 sl�e 1 5 40/2/ 2/ 4 .) i - ibfrfi;v 6 - 1; 4 , Ins Date: /3 El $5 REINSPECTION FEh REQUIRED( Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: ■ COMMENTS: Type of I spection: pr t - ge : - ,-. O rt>i*, /Sf v M ' t7r- 6 F� Date Called: �'4 � A'i / 41, / 3 1 14 Aid d `if , /7 /! ‘/+Y'"+'e S / v J,�/t" C'` 7 r t,J t5 f %r/d 1/ Ob, (2) a P TX' Sr ?lo lr c c.1i*e 4/69 ,xr. der- 4v /o i 6I/ rim 5- f be (7/1.14 (°-7„ 1 4 `J / /47yfx.J 9 - / S Project: . , , ,. i t ,/xs �,® Type of I spection: pr t - ge : - ,-. Address: 5A- /x'1' Date Called: Special Instructions: Date Wanted: J ^�� : Requester: Phone No: e3e /- g7c)- `/6,2,7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable code ./.4 Corrections required prior to approval. Infepector: Date 1 REINSPECTION FEE EQUIRED. Prior o inspection, fee must be t 6300 Southcenter B vd., Suite 100. Call the schedule reinspection. Recei • t No.: Date: Project: WI4 i kvr Vi C,K MtAc- u-. Type of Inspection: Address: G.5 to 5 C Suite #: IAA. w Contact Person: Special Instructions: E N(.,Q Phone No.: Needs Shift Inspection: Y Sprinklers: `-/ Fire Alarm: ) Hood & Duct: Monitor: N.w, wonto , Mot (r E N(.,Q Pre -Fire: t4k Permits: Occupancy Type: S INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1)0 ?,- 10D PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �!� �° ► +�+ uE-�. 0 tip___. Date: 7/ /e Hrs.: IRED. You will receive an invoice from $80.00 REINSPECTION FEE REQU City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: a 1 °_ 1Y/ .ke Type of Inspection: t reS) / 1 'ktii v Address: c Suite #: Sl L Conthct Person: Mj, ,J Special Instructions: Occupancy Type: Phone No.: p@ Q b i- 51-?0 . y..�/ , �` 4i / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: _ Occupancy Type: INSPECTION NUMBER 1 _A pproved Oer applicable codes. INSPECTION REC • RD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila. Wa. 98188 206- 575 -4407 n Corrections required prior to approval. COMMENTS J (c 9 1 1" , to At a/c "k Inspector: I Date: ` /, / Hrs.: ( n $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 Pr `ect: LA 1 kb 3-- . f ? f 4 k ' Pil f - Type of Inspection: HON c , Address:6. 5 6. Suite #: , c . e ' ot ` Contact Person: ,..), Ai Special Instructions : • Phone No.: c?Ls 1- p70- L/ ) Needs Shift Inspection: '. Sprinklers: , Fire Alarm: .' Hood & Duct: Monitor: Pyre -Fire: • Permits: Occupancy Type: saaeri:::r3'C. r f r * -�.. Ap proved per applicable codes. S' •'INSPECTION NUMBER Word /Inspection Recoi i Form.Doc INSPECTION RECORD Retain a copy with permit` i CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 Moe- OS Oor . /o0 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 n Corrections required prior to approval. 4 COMMENTS: Pv it c Dim ti Inspector: f i) /- n $80.00 R$INSPECTION FEE REQUIRED. You will receive anjnvoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Date: .7 /) leg Hrs.: A Project: Ljk : V.Q 1 .5. 9 ldi c is pi^ a K.e� Type of Inspection: 4 Address: Suite #: ch s. G. L /f'LC.._- Contixt Pelson: 0 Special Instructions: Occupancy Type: Phone No.: Needs Shift Ins pection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: :.a.s,. +:•.c?ay+e! .itwx.:rF .s:, +;.�+a�'..x!w.!?s!�r c. �maear,:M:. a :;:�sn5vr�w^»s�ca! - St�Ta riz%. INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 - 206- 575 -4407 proved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS Corrections required prior to approval. COMMENTS: Okay dr a Inspector: I Date: 7 /5 Hrs.: Ad ' $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 Proj 14 r' ,, k &` Type of Inspection: S p guilt- Address:,, 5 , ' . Suite #: Iv i A IL_ 1 Contact Person: friAaV 0 Permits: Special Instructions: Phone No.: goi, 2,70 -' • qtb..) Needs Shift Inspection: Sprinklers: - - - -- ----------------- Fire- Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -440 E .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Olt 3- /W 'Pc:�- /00 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: 5e _cwpg.L._ 0,4 Inspector: 01'` I Date: / //, Hrs.. . ( A/ e $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t he C ity of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: a, {-4, f em a T Type of Inspection: / / , = °- /i ggkJ liv + -' Address: . .5. C . & &I rt G L C Contact Person • J Special Instructions: P Phone No.: Needs Shift Inspection: Sprinklers: "-‘4, Fire Alarm: Hood & Du ct: Monitor: Pre -Fire: Permits: Occupancy Type: t* 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT WonI/Inspection Record Form.Doc • 1/13/06 b5 8- /oo PERMIT NUMBERS rrections required prior to approval. COMMENTS: /4 bit -i e ickl... y 4 122 ihetsi cant ate- # F Iv,& -CDC E re_ Inspector: Date: ye 49 Hrs.. . ( n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department -Cal to schedule a reinspection. T.F.D. Form F.P. 113 t* 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT WonI/Inspection Record Form.Doc • 1/13/06 b5 8- /oo PERMIT NUMBERS rrections required prior to approval. COMMENTS: /4 bit -i e ickl... y 4 122 ihetsi cant ate- # F Iv,& -CDC E re_ Inspector: Date: ye 49 Hrs.. . ( n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department -Cal to schedule a reinspection. T.F.D. Form F.P. 113 Project: W 4 -; � 4_0- Type of Inspection: Hood & Duct: Address: GA• Suite #: ' , (�, f}1 . Co ct Person: y�}.n , ,d crt- -5 Special Instructions: Phone No.: ,, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: - Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION WiCORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT - to0- -_ /1v/ PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 21q d- Y iu° e J av #1/40710 _ dgl411 `to Co v I - i • . • ar 4 s r y . ..J ... A Inspector: Date:1 /1‘,/Dis • Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to' a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: tJ k i l- e iH o u 5 4 1 p, e . e m A/20 Type of Insp We (a 5 ion: .p Address: 6 S. (. Suite #: 4 -- Contact Pe G n: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fre Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: .i0.�:..F.: MISh �• hl FYf'- 's J�l".t..:IG`i�IMii� -43ikV i�N LE:' a' ti. 6# h' a: �3lkeri `hM4�^_4i.'.`��lk�'•`�'Tiitity �.+' �: �1." 4"..' }' c: ��+'' 4' �t'." �i'(.'•l.+ w: ` t+�M+SrrabRtaF.+.Y.m— '?s�M1i:sS- Kam` -'f4'. 1 444 Andover Park East Tukwila, Wa. 98188 206 -575 -4407 fq-A per applicable codes. COMMENTS: D� .. ., . -. ▪ F ••• • i ••W I. S. iT .. r • . 4 Inspector INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 Q b 106 -s- _ PERMIT NUMBERS n Corrections required prior to approval. Date: c// 2 (c', Hrs.: ( $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 . __ • zari & ASSOCIATES, INC. June 13, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RECEIVED KA No. 066 -08108 Permit No. D08 -100 JUN 3 0 2008 COMMUNITY DEVELOPMENT Mr. Wayne Wkliewer Greenwood Construction Co. 12637 South 265th W Daper, UT 84020 RE: In Process Inspection Report White House Black Market Tukwila, WA Dear Mr. Wkliewer, 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. G • rdon Project Manager Puyallup Division CC: City of Tukwila 8a.07 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08108 Break Template Project No. 066 -08108 Cyl. Code 80642 Pour Date 5/15/2008 Report No. 21262 Permit No. D08 -100 Weather Sunny Jurisdiction City of Tukwila Project White House Black Market Engineer Location 656 Southcenter Mall Tukwila Architect Client Greenwood Construction Co. Field Data CYLINDER REPORT Concrete X Other Supplier Corliss Plant No. 2 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 2:00pm 146 39224 5 75 65 Placement Area Location 6" SOG pour strips @ rear bathroom plumbing. Remarks Concrete placed by wheel barrows. Please refer to field report #82568 Inspector Mike A. Preciado Laboratory Data looms. • la la Cs•v•.YV ....r V M..v ••• •) • log J 11.••• 411/ • •r+r vvv • I %rvvQ •vv Design Strength 3,000 @ 28 days Contractor Greenwood Construction Date Reviewed Reported Batch Data Design Actual Weights Weights Mix No. 515000 515000 Cem. lbs. F. Ash lbs. 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.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 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 80642 -1 5/22/2008 7 4.007 12.58 42795 3,400 SS 80642 -2 6/12/2008 28 4.018 12.67 53835 4,250 SS 80642 -3 6/12/2008 28 4.018 12.67 55380 4,370 SS 80642 -4 H 80642 -5 80642 -6 80642 -7 80642 -7 Remarks Results Reviewed By )r4 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5117/04 The Information provided on this report Is prepared for the exclusive use of the dent. This report may not be reproduced in any format without the written permission of the dent and Krazan & Assoat Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Project Info Project Address 1633 SOUTHCENTER Date 2/21/2008 SPACE E 1130 For Building Department Use _ 8 - a mai � If' q, 4 .....^ SEATTLE, WA 98188 Applicant Name: c lam FAS, INC. Applicant Address: 11215 METRO PARKWAY, FT. MEYERS, FL 33912 P( �rpn6t Applicant Phone: 239 -274 -4113 fJ. Project Description SALES 0 New Building ❑ Addition ❑ Alt'eFation ❑•Plates Included requirements r?rn '• }•., F'r� ,- Refer to WSEC Section 1513 for controls and commissioning Compliance Option O Prescriptive 0 Lighting Power Allowance 0 Systems Analysis ... (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft2 '• Area in ft Allowed x Area SALES RETAIL 1.50 3546.0 5319.0 SALES (B) COMPACT FLUORESCENT (2) 26 W TRIPLE SALES (BEM) COMPACT EMEGENCY FLUORECENT " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 5319.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES /SHOW WIND07(D2I HID MULTI- SPOT (3 20W MH PAR3OL) (EXEMPT) 4 SALES (B) COMPACT FLUORESCENT (2) 26 W TRIPLE SALES (BEM) COMPACT EMEGENCY FLUORECENT e / � CODE COMP�I'� V D g rog ,, � 52.0 676.0 SALES (CC) DEC. PENDANT 26.0 182.0 RESTROOM/ STOCK (C) 4' STRIP FLUORESCENT APPROVED 13 64.0 832.0 RESTROOM/ STOCK (CE) 4' EMRGENCY STRIP FLUORESCENT MAR _ 2008 6 2008 64.0 384.0 SALES (A) FLUORESCENT WALL WASH 24 ` 26.0 624.0 SALES (F) AJUSTABLE INCANDESCENT 45.0 2430.0 ®f Tu voila BUILDING UXVISIUIN I Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5128.0 I, • Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 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 NR EC 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. b0$ -100 RECEIVED FEB 2 2 2008 PERMIT CENTEh 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 stations'' 1.0 Cafeterias, fast food establishments', restaurants/bars' 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces'' 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses storage areas 0.5 Hotel banquet /conference /exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O W arehouses, storage areas or aircraft storage hangers O Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0 ❑ Check if 95 ,6 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 TABLE 15 -1 Unit Lighting Power Allowance (LPA 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 tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 1633 SOUTHCENTER Date 2/ 21/2008 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 El yes 1513.2 Area controls Maximum limit per switch El. yes 1513.3 Daylight zone control Schedule with type and features, indicate locations E1 yes vertical glazing Indicate vertical glazing on plans El a. a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls El 1513.5 Exterior shut -off Schedule with type and features, indicate location ? (a) timer w /backup Indicate location a. a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations El yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E3 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes 1514 IMax. watts 'Indicate watts for each exit sign 1E1 LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) I 1511 lElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) 1540 (Transformers I Indicate size and efficiency I I If "no" is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Project Info Project Address 633 SOUTHCENTER Date 2/20/2008 SPACE # 1130 For Building Department Use SEATTLE, WA 98188 Applicant Name: CHICO'S FAS, INC. Applicant Address: 11215 METRO PARKWAY, FT. MEYERS, FL 33912 Applicant Phone: 239 -274 -4113 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 1,061 - 714 E. Sc Nei e - /)/EC MA(/c:r4 'Q I A,E6,e° z /0 /08 Fi COPY PerMit 1)09 - too Revised July 2007 RECEWED FEB 22 2008 PERMIT CENTER 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 TQP -6 N/A 2500 N/A N/A N/A STOCK ROOM Applicant Name: CHxCO'S FAS, INC. Applicant Address: 11215 METRO PARKWAY, FT. MEYERS, FL 33912 Applicant Phone: 239-274-4113 Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM Sp HP /BHP Flow Control Location of Service VAV -1 TITUS TQP -6 2500 0.50 0.75 VAV STOCK ROOM 34121 Applicant Name: CHxCO'S FAS, INC. Applicant Address: 11215 METRO PARKWAY, FT. MEYERS, FL 33912 Applicant Phone: 239-274-4113 Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency VAV -1 TITUS TQP -6 34121 2500 N/A 34121 34121 Applicant Name: CHxCO'S FAS, INC. Applicant Address: 11215 METRO PARKWAY, FT. MEYERS, FL 33912 Applicant Phone: 239-274-4113 Project Info Project Address 633 SOUTHCENTER Date 2/20/2008 SPACE It 1130 For Building Dept. Use SEATTLE, WA 98188 Applicant Name: CHxCO'S FAS, INC. Applicant Address: 11215 METRO PARKWAY, FT. MEYERS, FL 33912 Applicant Phone: 239-274-4113 ti Mechanical S MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Project Description Briefly describe mechanical system type and features. l0 Includes Plans Fan - Powered, Parallel Flow VAV box with 10KW Electric heater. VAV connected to Mall Supply Air Duct. Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 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. 'lf available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 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: 9 Y� ❑ 5000 cfm? <5000 ❑ <70 /o outside air? <70% Heating Only No 2006 Washington State Nonresidential Energy Code Compliance Form 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. otal Ca.. wo economize <240,000 Btuh or 10 %? Reference Section 1421 Yes — <70% OSA, Yes* - -i Heating /Cooling or Cooling Only Yes Econo Included? Yes .1 Simple System Allowed (section 1420) Reference Section 1423 Yes Yes f J No 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 SP' HP /BHP Flow Control Location of Service Location For Building Dept. Use SEATTLE, WA 98188 Applicant Name: CHICO'S FAS, INC. Applicant Address: 11215 METRO PARKWAY, FT. MEYERS, FL 33912 Applicant Phone: 239 -274 -4113 Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location For Building Dept. Use SEATTLE, WA 98188 Applicant Name: CHICO'S FAS, INC. Applicant Address: 11215 METRO PARKWAY, FT. MEYERS, FL 33912 Applicant Phone: 239 -274 -4113 Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency For Building Dept. Use SEATTLE, WA 98188 Applicant Name: CHICO'S FAS, INC. Applicant Address: 11215 METRO PARKWAY, FT. MEYERS, FL 33912 Applicant Phone: 239 -274 -4113 Project Info Project Address 633 SOUTHCENTER Date 2/20/2008 SPACE tt 1130 For Building Dept. Use SEATTLE, WA 98188 Applicant Name: CHICO'S FAS, INC. Applicant Address: 11215 METRO PARKWAY, FT. MEYERS, FL 33912 Applicant Phone: 239 -274 -4113 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Q Simple System O Complex System 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. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: Constant vol? Split system? Air cooled? LI Packaged sys? <20,000 Btuh? Economizer included? If Heating Only: 9 Y� � <5000 cfm? � <70 /a outside air? <70% Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only <70% OSA >-Yes* \, j 2006 Washington State Nonresidential Energy Code Compliance Form r Reference Section 1421 Air Cooled, Constant Vol? Ingle split Syste Package No- -- - <= 84,000 Unit? Btuh? of Cads <20.000 .Btuh?� Outd. or Adjacent to `Outdoors' ool Ca <54,000 Btuh? Heating/Cooling or Cooling Only Yes Econo Included? Yes Simple System Allowed (section 1420) I Reference Section 1423 Yec Yes otal Ca wo economize <240,000 Btuh or 10 %? Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical - Complex Systems Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -COMP Revised July 2007 Project Address 633 SOUTHCENTER Date 2/20/2008 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY n.a. 1431.1 Field assem. sys. Provide calculations n.a. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans n.a. 1432.2.1 Air system reset Indicate automatic reset n.a. 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves n.a. 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. n. a. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized n.a. 1434 Separate air sys. Indicate separate systems on plans no 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified n. a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations n.a. 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency Yes 1438 Variable flow sys. Indicate variable flow on fan and pump schedules MP2 n.a. 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air n.a. 1439.2 Fume Hoods Indicate VAV, unheated / uncooled or heat rec. makeup no is circled for any question, provide explanation: VAV electric heater is interlocked with the fan motor from the factory to prevent simultaneous heating and cooling. Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start Here Section 1411.1 Equipmen Efficiency Shall Meet Tables 14 -1A through 14 -1G as /Oil Fumac input 225,000 tuh or Gas/0 it Heat Yes 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input > 225,000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required 2006 Washington State Nonresidential Energy Code Compliance Form N Any Fuel Fumac '-. input 225,000 Btuh? 1411.1 0.75% Maximum Jacket Loss Id- Assembl N Equipment? Y Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required (continued on back) VAir System yeapacity of H Serving Multiple N Heating System > zones? / X00,000 Btuh Yes Section 1432.2.1 Supply Air Reset Controls Required Yes Section 1432.2.2 Hot Water Supply Temperature Reset Required Mechanical ; C,omplex Systems (back) MECH -COMP 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form 0% Air Econ Provided? Section 1413 Total Clg Capacity w/ Water Econo <500 Tons? Yes Yes Yes otor Incl. I qpmt. Coved by Tbl 14- 1A -14- 1G? Multi -speed Motor in Multi - eed system? Yes ystem or Zon w/ Simultaneous Htg. & Clg.? No No DONE F Yes. Application Involves Variable Yes Flow? V Yes tal Cap. cono <= 480,00 Btuh or 20% of otal Cap. Section 1436 50% Effective Heat Recovery Required Yes Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating /Recooling ans or Pumps > 10 HP? Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes No Yes Yes ► Section 1433 Economizer Required 1 Yes Section 1437 Motors Must Meet Efficiencies in Table 14 -4 Yes Section 1438 Variable Flow Devices Required Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes Revised July 2007 Open Motors aosed Motors 3,600 1,800 1,200 3,600 1,800 1,200 Efficiency ( °/) Efficiency ( °/ ) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 .89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Electric Motors MECH -MOT 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location Minimum Nominal Full -Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP 2006 Washin•ton State Nonresidential Energ Code Com.liance Form 633 SOUTHCENTER Type (open /closed) Description of Application or Use Date For Building Department Use Synch. Speed 2/20/2008 Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14 -1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Revised July 2007 Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Project Address 633 SOUTHCENTER Date 2/20/2008 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 n.a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n. a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans MP1 yes 1412.2 Deadband control Indicate 5 degree deadband minimum MP2 n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types MP2 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 MP2 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 n. a. 1413.3 Integrated operation Indicate capability for partial cooling n. a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary MP2 yes 1414.2 Duct insulation Indicate R -value of insulation on duct MP2 yes 1415.1 Piping insulation Indicate R -value of insulation on piping MP2 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan MP2 yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing MP1 , 2 yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training MP yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report MP n.a. 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, 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 MP2 n.a. 1442 Shut -off controls Indicate automatic shut -off yes 1443 Pipe Insulation Indicate R -value of insulation on piping MP2 n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circles for any question, provtae explanation: 2006 Washington State Nonresidential Energy Code Compliance Form 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 less than the values shown in Table 14 -1A through 14-1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry - bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall 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 load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system 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 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 less than the values shown in Table 14 -1A through 14-1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry - bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall 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 load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system 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 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include 1. Within the HVAC equipment. microprocessor controls that minimize supplemental heat usage during start-up, set- 2. Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu /h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) February 18, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 • • Tenant improvement permit for White House Black Market, Tukwila Permit No. POif —166 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 Divis This condition is hereby acknowledged by: 1 Acknowledgement to be signed by the responsible officer of the tenant irector of Store Planning Tenant Name: Jill Callahan vv- Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 2 2. Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 2 Ai Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 1 S Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 2. 12 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification 1058 (Rev. 1/03( 20 • DOS- to 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 C N 16174, A " •'t"EivA an' (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # "—'^ Building Name (if applicable) Property Street Address (.,- c to 60i•]ri— .)7177 - `') I3LV ��... 1., t q /see City, State, ZIP Owner's Phone Number (239 ) `7 �7 _2(.2 T Owner's Mailing Address (if different from above) H i 6,95 FAG A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units I L I Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units LOS RCE White – King County A B I, 5 RCE King County Department of Natural Resources and Parks (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) 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. Property Tax ID # fv� /0 2.LJ 6:1Q d>eD Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District Date of Connection Side Sewer Permit # J� Property Contact Phone # ( 3 Imo) 1 1 . 3 --1 ki N?�J6L Demolition of pre- existing building? ❑ Yes ❑ 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: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) RCE RE FEB 2 2 2006 PERMIT CENITEi, I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of owner Representati e Print Name of Owner /^ Representative Lef r m Date 2/2 ) Yellow – Local Sewer Agency Pink – Sewer Customer -3G , • • Business Declaration Part I Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name:_C1-1- Contact person at your company: 5 t ex..l t7) 9-)7.( .A t-F I ..44,( 6 V.l Title: ‘512.. �-�6 t.16L +� � rc) . �U- 1.1 1.110.9 Telephone: 2, - 2 _] 4-- 4-1 13 Mailing address: I I e_A h t- tT 1 t2:r ts�( 1E32g i PL.. 3 3q 12 Type of business (What does your firm manufacture or produce ?): l2..T7-1 L - Number of business sites: Address of each business site No. of employees at site: 1. 2. 3. Use additional sheets if necessary. Part II Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: Site address: Contact person: Title: Telephone: .0077 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or leaning floors in production areas? El Yes VA No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? ID Yes No 1J08 - 100 RECEIVED FEB 22 2008 PERMIT CENTER • Q Yes ❑ No If yes, are they for resale? O Yes 0 No • • 4. Does your company use solvents or flammable substances? I� Yes No If yes, do you recycle them? O Yes 0 N 5. Does your company process food or animal matter? Q Yes 14 No 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.? .may I] Yes tell No 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? • Yes 71 No 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance ,equipment - washing and drum - cleaning? Q Yes a No 9. How many gallons of industrial wastewater does your company discharge each day? (check one) None O Less than 5,000 gallons CJ 5,000 - 25,000 gallons C3 More than 25,000 gallons Thank you BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10919 SEATTLE, WA POSTAGE WILL BE PAID BY ADDRESSEE 4; mETRo INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 821 2ND AVE SEATTLE WA 98104 -9986 I III111(111111 II I11111 I/1 I I 11 III111111111I11111111 RECEIMYEP FEB 2 2 2008 PERMIT CENTEI-, NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES 18111212MINEMEIMMI • PLAN % ACTIVITY NUMBER: D08 -100 DATE: 02 -22 -08 PROJECT NAME: WHITE HOUSE SITE ADDRESS: 656 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: w t g Divi P •IIc I Comments: TUES/THURS ROUTING: Please Route Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Documents/routing slip.doc 2 -28 -02 71 [v REVIEWER'S INITIALS: 6 ,ku) G Fire Prevention ma Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: rvi n • B SLIP Planning Division IL ❑ Permit Coordinator lit DUE DATE: 02 -26-08 DATE: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n No further Review Required DATE: Not Applicable Not Approved (attach comments) n DUE DATE: 03- 25-08 n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License GREENCC973MW Licensee Name GREENWOOD CONSTRUCTION COMPANY Licensee Type CONSTRUCTION CONTRACTOR UBI 602306206 Ind. Ins. Account Id #1 Business Type CORPORATION Address 1 12637 SO 265 WEST STE 100 Address 2 City DRAPER County OUT OF STATE State UT Zip 84065 Phone 8015760550 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/10/2003 Expiration Date 7/10/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 USF &G CO JR6290 06/27/2003 Until Cancelled $12,000.00 07/10/2003 Business Owner Information Name Role Effective Date Expiration Date STONE, MICHAEL D PRESIDENT 07/16/2003 FORBUSH, ALLISON L SECRETARY 07/16/2003 Look Up a Contractor, Electriilon or Plumber License Detail 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. Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= GREENCC973MW 04/25/2008 GENERAL NOTES KEY PLAN /LOCATION MAP WHITE C H O U S E BLACK M A R K E T aN_ERAL CONSTRUCTION START REQUIREMENTS 5. THE GENERAL CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND nm n u�a� ¢k '' �,; �� - Y s , � l 3 a . F ti CAI t r�?�� k � 1. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS, WORKMANLIKE MANNER ACCORDING TO BEST TRADE A. APPROVALS P ROPERTY DAMAGE INSURANCE TO THE LIMITS REQUIRED BY CHICO'S OR THE LIMITS SET BY THE " LANDLORD, WHICHEVER 15 HIGHER. AND PAY FOR SAME. PRACTICES. MATERIALS AND EQUIPMENT SHALL BE NEW AND ALL CONSTRUCTION SHALL BE IN GOOD AND 1. THE GENERAL CONTRACTOR MUST HAVE BEEN ISSUED BUILDING PERMITS FOR ALL CONSTRUCTION USABLE CONDITION AT THE DATE or COMPLETION AND/OR OPENING OF THE DEMISED PREMISES FOR BUSINESS. SHOWN ON THE DRAWINGS AS APPROVED BY AUTHORITIES OR AGENCIES HAVING JURISDICTION. ALL PERMITS AND FEES TO BE PAID FOR BY THE GENERAL CONTRACTOR. 6. CLEAN --UP THE FOLLOWING ITEMS MUST BE COMPLETE BEFORE THE STORE IS TURNED OVER 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL AUTHORITIES OR 1, ALL DEBRIS REMOVED FROM THE PREMISES. AGENCIES HAVING JURISDICTION AND IN ACCORDANCE WITH THE TENANT'S DRAWINGS AND SPECIFICATIONS 2. PRIOR TO THE START OF CONSTRUCTION A MEETING SHALL BE ARRANGED BETWEEN THE GENERAL BEARING LANDLORD'S FINAL APPROVAL AND LANDLORD REQUIREMENTS. CONTRACTOR AND THE LANDLORD FOR THE PURPOSE OF REVIEWING AND APPROVING ALL THE VARIOUS 2. ALL GLASS IS TO BE CLEANED. 3. ALL FLOOR AND WALL FINISHES TO BE CLEANED. MALL REQUIREMENTS AFFECTING THE CONSTRUCTION WORK. AT THIS TIME, THE GENERAL CONTRACTOR 3. THE GENERAL CONTRACTOR SHALL CONSULT AND COORDINATE WITH THE LANDLORD IN ALL MATTERS OF MUST HAVE IN HIS POSSESSION A COPY OF THE LATEST CORRECTED CONSTRUCTION DRAWINGS AS 7. DO NOT SCALE DRAWINGS. WORKMEN PARKING, DELIVERY AND STORAGE Of MATERIALS, SAFETY PROTECTION, TRASH REMOVAL, USE OF APPROVED BY THE TENANT AND REVIEW ARCHITECT. TEMPORARY FACILITIES AND OTHER SUCH OPERATIONS IN ADVANCE. 8. THE GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. ANY DISCREPANCIES SHOULD BE REPORTED TO CHICO'S CONSTRUCTION DEPARTMENT. 4. TEMPORARY ELECTRIC POWER AND LIGHTING WILL BE PROVIDED AS REQUIRED, THE TEMPORARY SERVICE MUST MEET ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. WATER AND SEWER SERVICE SHALL BE TERMINATED B. RECONSTRUCTION GUIDELINES T 9. STOREFRONT CONSTRUCTION AND SUSPENDED CEILINGS SHALL WITHIN EACH TENANT'S SPACE BY LANDLORD. ANY TEMPORARY USE OF LANDLORD'S UTILITIES SHALL ONLY BE AS 1. THE GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE JOB AND AND FIXTURE WORK NOT RELEVANT TO NEW STORE ,.L 6E SECURED TO LANDLORD'S INCLUDE THE REMOVAL OF ALL EXISTING CONSTRUCTION FIXT STRUCTURAL FRAMING ONLY. NO ATTACHMENT TO MALL CEILING SYSTEM OR DECKING SHALL BE DIRECTED BY LANDLORD. ALL CHARGES FOR SUCH USE INCLUDING CONNECTION, MAINTENANCE AND REMOVAL PERMITTED. COSTS SHALL BE PAID FOR BY TENANT'S CONTRACTORS. DESIGN. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE EXISTENCE OF ALL EXISTING UTILITY LINE A 10. EXISTING SPRINKLER SYSTEMS ARE TO BE MODIFIED BY THE GENERAL CONTRACTOR TO 5. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOP, ALL TRASH REMOVAL FROM THE DEMISED AIR DUCTS, T THEIR ACCOMMODATE NEW CONSTRUCTION AND ALL APPLICABLE LOCAL CODES AND RULES. THE GENERAL PREMISES AT THE END OF EACH WORKING DAY. MECHANICAL EQUIPMENT, EC. AND PROPOSED CONNECTIONS AND -HEIR LOCATIONS. ANY DISCREPANCIES SHOULD BE REPORTED TO ARCHITECT AND CHICO'S AT ONCE, CONTRACTOR 15 TO SUBMIT ALL NECESSARY DRAWINGS AND DATA TO THE APPROPRIATE LOCAL OFFICIALS FOR REVIEW AND/OR APPROVAL AS REQUIRED. 6. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE WORK FOR PUBLIC SAFETY AND AGAINST ACCIDENTS, WEATHER OR ANY OTHER HAZARD WITH LIGHTS, GUARD RAILS AND INCLUDING THE ERECTION OF A 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS PRIOR TO START OF BARRICADE AS DIRECTED BY THE LANDLORD. LANDLORD MAY INTEND ON ERECTING THEIR OWN BARRICADE - CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE OVERALL DIMENSIONS SHOWN ON THE CONSTRUCTION SPRINKLER HEAD LOCATIONS SHALL BE INTENTIONAL AND IN LINE WITH LIGHT FIXTURES (FROM FRONT TO GENERAL CONTRACTOR TO VERIFY. DRAWINGS. REPORT ANY DISCREPANCIES TO ARCHITECT AND CHICO'S AT ONCE. BACK OF STORE). PI HEADS STOREFRONT CONTRACTOR, S R NKLER EA AT T IN H IN H CEILING D5 5 ORE RON N S OWCASE WINDOWS, N ARD SURFACE CELNG AND OR AS 7. THE GENERAL CONTRACTOR TO ABIDE BY LANDLORD'S REQUIREMENTS. 4. THE GENERAL „ ONTRACTOR, BEFORE STARTING TO BUILD, SHALL COMPLETE THE LAYOUT OF THE STORE AND/OR A ND VERIFY - HAT ALL PROPOSED CONSTRUCTION DIMENSIONS CAN BE PERFORMED IN THE ASSIGNED SPACE. DIRECTED BY LANDLORD OR WHERE VISIBLE BY THE PUBLIC ARE TO BE CONCEALED TYPE. SEMI- RECESSED, CONCEALED, OR SURFACE MOUNTED HEADS ARE TO BE USED IN AREAS NOT VISIBLE BY 8. THE SIGN MANUFACTURER TO SUPPLY SIGN SHOP DRWG'S TO LANDLORD FOR APPROVAL. CUSTOMERS, AND/ OR AS DIRECTED BY THE LANDLORD. HEADS SHALL BE PURE WHITE. COLOR OF 5. ALL CONTRACTORS AND SUB- CONTRACTORS MUST VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE 9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY AND REQUIRED PERMITS, FEES, DEPOSITS, SCOPE OF THE PROJECT BEFORE SUBMITTING THEIR RID. CONCEALED SPRINKLER COVERS ARE TO MATCH COLOR OF CEILING IN THAT AREA. ETC. 6. THE GENERAL CONTRACTOR SHALL ARRANGE FOR AN ORIENTATION MEETING WITH LOCAL MALL MANAGEMENT F'RE SUPPRESSION SPRINKLER SYSTEM SHALL CONSIST OF AN ASSEMBLY OF PIPING FOR WHICH THE 10. THE GENERAL CONTRACTOR MAY NOT MAKE ANY CHANGES AND /OR SUBSTITUTIONS W/O CHICO'S PROJECT OR LANDLORD PRIOR TO STARTING CONSTRUCTION. 72 HR NOTICE REQUIRED. I, DRAWINGS, A A CU A -IONS SHALL HAVE BEEN PREPARED BY THE LANDLORD'S LICENSED DESGN 5 INSURANCE MANAGER'S WRITTEN ADVANCE AUTHORIZATION. SUBMITTAL TO, AND APPROVED BY THE LANDLORD'S UNDERWRITER, AND ALL OTHER APPLICABLE GOVERNING AGENCIES. THE TENANTS FIRE SUPPRESSION 11. SPRINKLER SYSTEM SHALL BE SERVED BY A SINGLE CONNECTION TO THE LANDLORD'S FIRE PROTECTION ALL WOOD FRAMING AND BLOCKING SHALL BE U.L. CLASSIFIED TREATED WITH FLAME RETARDANT MATERIALS WITH MAXIMUM FLAM E SPREAD LUMBER. R. ALL FINISHED WOOD TO BE INDEX OF 25. CONSTRUC GUJDELINIS MAIN PIPING SYSTEM, AT A POINT AS DIRECTED BY THE LANDLORD'S MALL OPERATIONS DIRECTOR. ALL TREH R FAM SPR IND INSTALLATION AND CONSTRUCTION SHALL BE COORDINATED WITH THE LANDLORD'S MALL OPERATIONS 1. A FIRE EXTINGUISHER IS REQUIRED DURING CONSTRUCTION AND ALL PERSONNEL SHOULD BE MADE DIRECTOR. COMPLY WITH THE SPECIFIC REQUIREMENTS OF THE OVERALL PROJECT DEVELOPMENT, AND BE 12. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE FINISHED FLOORS DURING CONSTRUCTION AND AWARE OF ITS LOCATION AND OPERATION, CONSISTENT WITH THE REQUIREMENTS AS OUTLINED IN THE LEASE EXHIBITS AND DOCUMENTS. ESPECIALLY PRIOR TO THE ARRIVAL OF STORE FIXTURES. 2. ALL DELIVERIES OF MATERIALS AND EQUIPMENT MUST BE MADE THROUGH THE TENANTS RECEIVING DOOR. THE SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS OFF - 13. ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. IF STORE DOES NOT HAVE REAR ACCESS OR IF ITEMS NEED TO BE BROUGHT THROUGH THE MALL BECAUSE SITE. OF SIZE, SPECIAL ARRANGEMENTS NEED TO BE MADE WITH THE LANDLORD OR MALL OFFICE. 14, THE GENERAL CONTRACTOR TO UNLOAD ALL CHICO'S SUPPLIED MATERIALS, 1'. THE TENANTS CONTRACTOR MUST PROVIDE A SUPERINTENDENT ON SITE DURING ALL PHASES OF 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUITABLY SIZED TRASH CONTAINERS FOR USE WORK. 15. IF THE TENANT SPACE IS SPRINKLERED, EXISTING HEADS SHALL BE RELOCATED OR A NEW SYSTEM DESIGNED BY ALL TRADES FOR REMOVAL OF CONSTRUCTION DEBRIS FROM CONSTRUCTION START UNTIL FIVE DAYS IN ACCORDANCE WITH NFPA 13. FIRE SPRINKLER CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS, LAYOUT AFTER THE STORE IS OPEN. LOCATION OF CONSTRUCTION TRASH CONTAINERS MUST BE COORDINATED WITH 12. COORDINATE ALL DEMOLITION AND REMOVAL OF DEBRIS WITH THE LANDLORD OR ONS!TE PROPERTY T CONTRACTOR )HSP LOCATQEDRNpTHTENSALES EMPLOY BE FUL ESSEpROVED THE LANDLORD. MANAGER, SPRINKLER 4. WHEN DRAWINGS REFER TO THE LANDLORD, THEY REFER TO THE OWNER, MANGER OR TENANT 13. FIELD VERIFY ALL EXISTING CONDITIONS WITH THE LANDLORD. 16. THE GC IS TO SCHEDULE A MEETING WITH THE MALL TENANT COORDINATOR PRIOR TO BEGINNING ANY WORK. COORDINATOR OF THE MALL WHERE THE STORE IS LOCATED. 14. SPRINKLERS TO BE IN LINE WITH ALL OTHER CEILING FIXTURES. 1 !x ;p a ; s,,_ a c'n + , a �,,� „ �� 1 g' „r�s �� • aa� kF rs' I SOUTHCENTER 656 SOUTHCENTER y SPACE q �rACL #1130 SEATTLE, WA 98188 STORE �24U 3 541 S .� T. , ( ;� �� ,_�atiu�'T r ._ ''.°» • „ a ,� ; w y i.�MS' l!f1�d5 FF� 1' w. rE€ .. €��'PS •�^^ °° 0 lC kq h oq A c -_ - ; °� _M6 L { �[ U q fr'� .•' mi :31 T ' � " F 6 fi ,. 1 � y T ��'. ,�� -� " "' '" 14 •I T ; ' - � � � A F I� �: � • SHEET INDEX h �kY' - �s !' ��,�,�p.` s;� r �'� c � � ��' ❑ • . ° �a: g r �..i -, �.���i�.•4'�f .� j '.�1. - dt�� 2 �� , r Y S° . � L r � ? � � � E� N r -- g •'- LL r��eusrsesle d � f7C �`1 ■ t �, � - � L ' 7 j; 3i ; -� F � �W r P ' tJiP'~ '+ k i N ��� _ � � -� , � •� {� �1 s 5 ;, . , �: �� ` ; - r f , � = _ = E A0.0 INDEX SCHEDULES KEY MAP & NOTES s._. d ? _:' :�., >sxr'u LOD LEASE OUTLINE DRAWING WHITE HOUSE SO i1THC'1';NTI':R BLACK MARKET A A1.0 FLOOR PLAN A1.1 DOOR AND FINISH SCHEDULE 656 SOUTI•ICENTER LEVEL 1 OF' 3 SEATTLE, WA 98188 , 5 ioo AlF A1 .2 ENLARGED TOILET ROOM &ELEVATION ,� ,Q REFLECTED CEILING PLAN RESPONSIBILITY r' r i I r I-1 I I I- E /� A2.1 REFLECTED CEILING DETAILS A3.0 FIXTURE PLAN ITEM: EXISTING INSTALLED REMARKS A3.1 INTERIOR ELEVATIONS OaD1ONV1 TENANT TENANTS CONT LANDLORD TENANT 1NO0 S1NVN3i A3.2 INTERIOR ELEVATIONS r� r� A3.3 INTERIOR ELEVATIONS GENERAL REQUIREMENTS A3.4 FIXTURE & ACCESSORY DETAILS 1. PERMITS AND FEES • 0 A4.0 STOREFRONT ELEVATION 2. TEMPORARY HEAT • • A4.1 STOREFRONT SECTIONS 3- TEMPORARY ELECTRIC • • A. TEMPORARY ENCLOSURE • • PROVIDE AS REQ'D PER LL DIRECTION A5.0 PARTITION TYPES & DETAILS 5. CLEAN UP • ® SPACE WORK A5.1 INTERIOR DETAILS 1. DEMOLITION • • A5.2 TYPICAL FIXTURE DETAILS 2. SAW CUT SLAB /CORE DRILL • • SEE El & MP SHEETS (AS REQUIRED) CONCRETE SLAB SD -1 PIPP MOBILE STORAGE SHOP DWGS BUILDING CODE INFORMATION MOLD & MILDEW NOTES 1, SAND PAD & POISONED SOIL TREATMENT • • EXISTING SD -2 PIPP MOBILE STORAGE SHOP DWGS 2. VAPOR BARRIER • • EXISTING SUIIMARYOF II-1E EROJECT NOTES TO CONTRACTOR REGARDING MOLD AND MILDEW MP1 HVAC & PLUMBING FLOOR PLAN 3, REINFORCING FABRIC • • EXISTING THIS PROJECT INVOLVES SOUTHCENTER, THE CONSTRUCTION PERTAINING , SEATTLE, THE TENANT ANT IM?ROVEMc ENT FORA WHITE HOUSE BLACK MARKET TO BE _OCATED AT WHITE HOUSE BLACK MARKET IS A SPECIALTY RETAILER. THIS CODE REVIEW IS BASED ON THE FINAL SPACE PLAN DATED XX.XX.XX. 4, CONCRETE SLAB (3000 PSI) • EXISTING THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION PROJECTS. CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW CERTIFIED TESTING AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EVALUATE THE NATURE AND EXTENT OF THE PROBLEM. IF THE TESTING AGENCY CONFIRMS HAZARDS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A MINIMUM OF TWO (2) BIDS FROM COMPANIES QUALIFIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION WORK, COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, COPES, AND STATUTES. ONCE DISCOVERY OR SUSPICION OF MOLD AND /OR MILDEW 1S MADE. THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM EXPOSURE TO MOLD AND /OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTA EXCEPT IN THE AREA OF MOLD /MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT CF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL VENTILATED CONDITIONS. MP2 HVAC & PLUMBING SCHEDULES & DETAILS 5. POURED CONCRETE (3000 PSI) • • TRENCHED AREAS & FLOOR BLOCK OUT AREAS CARPENTRY SEPARATE 1 f E1 LIGHTING PLAN ,. METAL STUDS 1 AND E2 POWER PLAN OCCUPANCY CLASSIFICATION C- ONSTRUCTION_ A. DEMISING WALLS • 0 STUDS ONLY � � � •F :QuIRED GROUP AD.1 , B, M, S3 -TYPE TYPE II -B E3 DETAILS PANEL SCHEDULES RISER DIAL. B. INTERIOR PARTITIONS • • SEE PLAN 1 C, FURRING • • SEE PLAN i A EQ- GENERAL NOTES AND SPECS 2. STOREFRONT • • SEE PLAN AND ELEVATIONS AUTOMATIC SPRINKLER SYSTEM 3. FRAMING FOR HVAC • • BY TENANT THE BUILDING IS FULLY SPRINKLERED DOORS PROJECT TEAM STOREFRONT DOORS • • SEE DOOR SCHEDULE AND FLOOR PLAN APPLICABLE CODES 2. STOCKROOM DOOR • • SEE DOOR SCHEDULE AND FLOOR PLAN OWNER /TENANT DEVELOPER 3. TOILET ROOM DOORS • • SEE DOOR SCHEDULE AND FLOOR PLAN BUILDING FIRE PLUMBING MECHANICAL ELECTRICAL ENERGY ACCESSIBILITY OTHER 2006 INTERNATIONAL BUILDING CODE S3003 WASHINGTON STATE AMENDMENTS THE CONTRACTOR TRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OSHA REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLL AND MILDEW. ALL PENETRATIONS SHALL BE SEALED WATER -TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING OR WALL CAVITIES. ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACILITY IS TURNED OVER TO THE OWNER OR TENANT. ENSURE FOSITIVE DRAINAGE AT ALL DRAIN PANS, ENSURE THAT ALL 'COLD' SURFACES ARE INSULATED AND COVERED WITH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. ('COLD' SURFACES INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC CO_D WATER PIPING, CHILLED WATER PIPING, INTERIOR RAIN LEADERS, OUTDOOR AIR INTAKES, AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.) 4, SERVICE DOOR • SEE DOOR SCHEDULE AND FLOOR PLAN 2006 INTERNATIONAL FIRE CODE WASHINGTON STATE NDMENTS CHICO'S FAS, INC. WESTFIELD, L.L.C. 11215 METRO PARKWAY 1'601 WILSHIRE BLVD. FT. MYERS, FL 33966 11TH FLOOR ATTN: - IM MURPHY LOS ANGELES, CA 90025 PHONE: (239) 938 -8284 PROJECT MANAGER TENANT COORDINATOR FINISHES 2006 UNIFORM PLUMBING CODE WASHINGTON STATE AMENDMENTS 1. GYPSUM BOARD • • SEE PLAN AND NOTES 2006 INTERNATIONAL MECHANICAL CODE WASHINGTON STAI NDMENTS 2. CEMENT BOARD • • SEE PLAN AND NOTES 2005 NATIONAL ELECTRICAL CODE WASHINGTON STATE NDMENTS 3. TAPING AND SPACKLING • • AT NEW WALLS ONLY, SEE PLAN AND NOTES 2006 WASHINGTON STATE ENERGY CODE 4. FLOORS INTERNATIONAL BUILDING CODE, ANSI A117.1 A. REQ'D LEVELING & VAPOR BARRIER • • FIELD VERIFY LEVELING REQUIREMENTS P. CARPET • • SEE FINISH SCHEDULE & FLOOR PLAN ENSURE -HAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. RETURN AIR PATHS AND PLENUMS SHALL BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS r AND ALL EXISTING DUCTWORK TO BE RE -USED SHALL BE CLEANED AND TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED THOROUGHLY PRIOR TO ENCLOSURE. CASCO WESTFIELD CORPORATION 10877 WATSON ROAD 14TH FLOOR ST, LOUIS, MO 63127 '1601 WILSHIRE BLVD. ATTN: CARDN STEVENSON-HERRIN, R.A. LOS ANGELES. CA 90025 PHONE: (314) 821 -1100 PHONE: (310) 893--4761 FAX: (314) 821-4162 FAX: (310) 575 -5991 CONTACT: JOSH KIMMEL BUILDING DEPARTMENT FILE COPY C. PORCELAIN TILE • • SEE FINISH SCHEDULE & FLOOR PLAN SQUARE FOOTAGE .(LEAS_ AREA) D. VINYL TILE • • SEE FINISH SCHEDULE & FLOOR PLAN RETAIL (NOT INCLUDING TOILET ROOMS) 2,481 TOILET ROOMS 149 STOCKROOM (INCLUDING CORRIDORS & WALLS) 911 E. TRANSITION STRIPS • • SEE FINISH SCHEDULE & FLOOR PLAN F. MALL FLOORING N/A 5. WALLS A. PAINT • • SEE FINISH SCHEDULE & ELEVATIONS TOTAL LEASED AREA 3,541 B. TILE N/A OCCUPANT LOAD AND EXIT WIDTHS VESTIBULE C. WALLCOVERING • 0 SEE FINISH SCHEDULE & FLOOR PLAN. GC TO ORDER FROM FC. D. FRP • • SEE FINISH SCHEDULE & ELEVATIONS CITY OF TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 Permit No■ 6. BASE OCCUPANT LOAD USE AREA OCCUPANT LOAD FACTOR OCCUPANCY LOAD IENANT_S .CQLLTRACTOgMUSI SETUP P.R - CONSIE"�LN MEEI NG PROR TO A. WOAD /MOP TRIM • • SEE FINISH SCHEDULE &FLOOR PLAN. GC TO ORDER FROM FC. PHONE: (206) 431 -3670 Mar review approval omission �p 9 Approval of construction documents does not aut ori2 POLICE DEPARTMENT the violation of any adopted code or ordinance. Receli RETAIL 2,481 SQ.FT, 30 83 B. VINYL 0 • SEE FINISH SCHEDULE &ELEVATIONS .OQNSTRUCTION COMMENCEMENT. C. GRANITE TILE • • SEE FINISH SCHEDULE & ELEVATIONS STOCKROOM (TOILET & WALLS) 911 SQ,FT, 300 4 A. AN AIRLOCK VESTIBULE 15 NOT INCLUDED ON THIS PROJECT BASED UPON EXCEPTION (5) OF ASHRAE STANDARD 90.1 -2001, PARAGRAPH 5.5.3.4 AND ASHRAE STANDARD 90.1 -2004 PARAGRAPH 5.4.3.4 EXCEPTION (b) ALLOWS OMISSION OF VESTIBULES FOR COMMERCIAL BUILDINGS LESS THAN 4 STORIES ABOVE GRADE. B. COMPLIANCE WITH /ECC - 2006 WITH REGARD TO AIRLOCK VESTIBULE OMISSION IS BASED UPON CODE PARAGRAPH 501.1 WHICH PERMITS (EXCLUSIVE) COMPLIANCE WITH ASHRAE STANDARD 90.'. C. COMPLIANCE WITH IECC -2003 WITH REGARD TO AIRLOCK VESTIBULE OMISSION IS BASED UPON CODE CHAPTER 7 WHICH REQUIRES COMPLIANCE WITH ASHRAE STANDARD 90.1, D. IN LIEU OF THE PRESCRIPTIVE COMPLIANCE UNDER CHAPTERS 5 AND 8 OF THE IECC (2006 AND 2003 EDITIONS), THIS PROJECT 15 DESIGNED PER CODE ALTERNATES TO COMPLY WITH ASHRAE E STANDARD 90.1, AND, AS SUCH, 15 HEREBY SUBMITTED WITHOUT A VESTIBULE. 7, CEILING TOTAL 3392 SQ,FT. 87 A, GYP. BD. • • SEE REFLECTED CEILING PLAN B. LAY -IN TILE 0 • SEE REFLECTED CEILING PLAN TOTAL EXIT WIDTH REQUIRED (OCCUPANCY X .20) 1 7.4" TUKWILA POLICE DEPARTMENT of approved Fief Copy an - e a Tons is acknowledge 6200 SOUTHCENTER BLVD. e UKWILA, WA 98188 B 8. WALL & CEILING TRIM TOTAL EXIT WIDTH PROVIDED (36" + 72 ") 108" A. TRIMWORK & COVE MOLDING • • SEE REFLECTED CEILING PLAN, FLOOR PLAN & ELEVATIONS MINIMUM .N_UMBER Of PLUMBING FIXTURES PLUMBING PHONE: (206) A33 - 1808 ' -��� Date:..! 0.7 1. TOILET RM. FIXTURES /ACCESSORIES 0 • SEE MP SHEETS � +� ��� t / 1 FIRE DEPARTMENT Tukwila 2. UNDERSLAB ROUGH -IN • • SEE MP SHEETS MINIMUM FIXTURES REQUIRED /PROVIDED 3. FINAL CONNECTIONS & VENTS • • SEE MP SHEETS TUKWILA FIRE DEPARTMENT HEADQUARTERS Bi �+� ISION 444 ANDOVER PARK EAST PHONE: (206) PHONE: (206) 575 4404 -- FOR �Gdd ED EQUIPMENT DIVISION BY GENDER WATER CLOSETS URINALS LAVATORIES SERVICE SINKS DRINKING FOUNTAINS LANDLORD REQUIRED CONTRACTORS STOREFRONT SIGNS ® • CONTRACTOR TO COORDINATE WITH SIGN VENDOR 2. IRE EXTINGUISHER (2A, 10BC TYPE PO 0 0 QUANTITY & LOCATION PER FIRE MARSHALL REQ. PROV. REQ. PROV. REQ. PROV. REQ. PROV. REQ. PROV. 3. SOUND & SECURITY SYTEM • • ALL REO'D CONDUIT BY GC MALE 1 1 0 0 1 1 "" "` " FIRE ALARM CONTRACTOR FAX: ([O6) 575-4439 COI]E C� PV�I �® NCE MAR 3 2006 ��� ukwila C DIVISION _ :. S IL ®INGDI��lSI�� SEPARATE PERMIT REQUIRED FOR: CeM� Ir u City of Tukwila BUILDING DIVISION FURNISHINGS FEMALE 1 1 0 1 1 O " C -WARD! R VOS U R I OA^ NW SLVERCA_E, WA 98383 PHONE: (360) 692 -3738 UNISEX `�`�`r""�`�"` `�`� . " "` """"" ?, NEW STORE F • • SEE FIXTURE PLAN AND SCHEDULE EMPLOYEE 2. STOCK SHELVING SYSTEM • ® COORDINATE PURCHASE W/ VENDOR GENERAL """` � ""`�""� Z 3. FITTING ROOM DRAPES AND ACCESSORIES • • SEE FIXTURE PLAN & SCHEDULE 4. MIRRORS & FRAME • • • • 0 SEE FIXTURE PLAN & SCHEDULE UTILITY COMPANIES LANDLORD PREFERRED CONTRACTORS 5, AREA RUGS • • SEE FIXTURE PLAN & SCHEDULE ELECTRICAL 1, STUB INTO SPACE 0 SEE E SHEETS, VERIFY IN FIELD WATER POWER GAS PuGET SOUND ENERGY 10885 NE 4TH STREET P.G. BOX 97034 BELLEVUE, WA 98009 -9734 PHONE: (425) d52 - 1234 TELEPHONE SEWER FIRE PROTECTION CONTRACTOR FIRE PROTECTION CONTRACTOR 2. METER • SEE E SHEETS 600 MINKLER BLVD. TUKWILA, WA 98188 PHONE: (206) 433 -1863 PUGET SOUND ENERGY 10885 NE 4TH STREET P.O. BOX 97034 BELLEVUE, WA 98009 -9734 PHONE: (425) 452 1234 QUEST PHONE: (800) 603-6000 600 MINKLER BLVD. TUKWILA, WA 98188 PHONE: (2C6) 433 -1864 A 3. PANELS • • SEE E SHEETS CROWN FIRE PROTECTION COSCO FIRE PROTECTION INTERURBAN NTERURBAN BLVD, 1500 WOGDINVILLE REDMOND RD. 49 32 L, WA 98012 BUILDING B800 PHONE: (425) 481 -7669 WOOD'NVILLE, WA 98072 CONTACT: JOHN ABLE PHONE: (425) 827 -9654 CONTACT: JOHN GOLDBERG FIRE PROTECTION CONTRACTOR FIRE PROTECTION CONTRACTOR 4, TRANSFORMER • • SEE E SHEETS REVISIONS RECEDED FEB 22 2008 PERMIT CENTER 5. LIGHT FIXTURES AND LAMPS • ® SEE REFLECTED CEILING PLAN & ELEC. No changes shall be made to the scope l of of or w i Building app i v NOTE: Revisions will require a new plan submittal and may include additional pianreviewfees i 6. TELEPHONE WIRING • • SEE E SHEETS MECHANICAL DESIGN CRITERIA 1. HVAC A. WATER TO AIR HEAT PUMP N/A THIS DESIGN CRITERIA IS PROVIDED FOR BUILDING OFFICIAL REVIEW CONVENIENCE ONLY AND IS NOT INTENDED FOR USE BY COMPONENT DESIGNERS OR MANUFACTURERS AS THEIR SOLE DESIGN CRITERIA WITHOUT VERIFICATION. EACH DESIGNER AND /OR MANUFACTURER MUST INDEPENDENTLY CONFIRM ALL CODE CRITERIA WITH WHICH HIS ELEMENTS OR COMPONENTS MUST COMPLY, INCLUDING BUT NOT LIMITED TO LOADING, APPLICATION, FUNCTIONALITY, ETC. PERFORMANCE CRITERIA PROVIDED ELSEWHERE BY A SPECIFIC DISCIPLINE SHOULD BE REGARDED AS THE MINIMUM STANDARDS ACCEPTABLE TO THE CLIENT. EACH SUPPLIER MIDST EVALUATE THESE MINIMUMS AGAINST SPECIFIC INDUSTRY STANDARDS AS WELL AS CODES, LAWS, ORDINANCES, AND UNDERWRITER REQUIREMENTS GOVERNING HIS PRODUCT AS WELL AS OWNER INSURER REQUIREMENTS, AS APPLICABLE. THE MOST STRINGENT OF THESE CRITERIA SHALL GOVERN. WESTERN STATES FIRE PROTECTION PATRIOT FIRE PROTECTION 7102 180TH AVE. NE, SUITE A105 2707 70TH AVE. E. REDMOND, WA 98052 TACOMA, WA 98424 PHONE: (4751 881 -0100 PHONE: (253) 926 -2290 CONTACT: WES HAMILTON CONTACT: KEN FISH B. PACKAGE • • SEE MP SHEETS t 0 g lob I 0 0 C. DUCTWORK • • SEE MP SHEETS D. DIFFUSERS • • SEE MP SHEETS 2. ROOF PENETRATIONS • • • SEE SHEET MP1, DONE BY TGC & LL SUB W TENANT'S COST 3. SPRINKLER SYSTEM • • • MODIFY AS NEC. VERIFY IN FIELD t: Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos@cascocorp.com ST. LOUIS, MC) 6.3127 10877 WATSilN 1: C) )A I'f-k),JEC-, I MANAI:A.16 xt,,,,,,� A. Bandle PR ' SIDNAL OF RECC.'kL F HI L ' jI4 H.'I IIIIII pc. 4 650 Exp. 08/12/08 the prof esshInal ,,t re:c.r❑ pr.7c U.'ing n, .7 ui,�i v,du al INDEX SCHEDULES KEY MAP & NOTES 02/01/08 COMM " project 307656 drawn by checked by scale THE LOD DRAWING IS PROVIDED FOR THE GENERAL CONTRACTOR TO DOCUMENT THE EXISTING CONDITIONS. MEASUREMENTS SHOULD BE TAKEN AFTER DEMOLITION AND OR JUST PRIOR TO BEGINNING CONSTRUCTION. THE LOD IS TO HAVE ALL PERTINENT DIMENSIONS HAND WRITTEN INCLUDING BUT NO7 LIMITED TO THOSE SHOWN. THE PLAN IS TO THEN BE CUT OUT AS DIRECTED AND FAXED TO CHICO'S PROJECT MANAGER AND TO THE ARCHITECT. FAX TO: CHRIS WILSON AT (239) 274 -4630 CHICO'S DIRECTOR OF CONSTRUCTION FAX TO: CASCO - ATTN: CARON STEVENSON - HERRIN ARCHITECT AT (314) 821 -4162 (13.8 EXISTING COLUMN EXISTING COLUMN CUT ALONG DASHED LINE EXISTING COLUMN EXISTING EXISTING COLUMN COLUMN EXISTING COLUMN MA\ g Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com LEASE OUTLINE DRAWING 02/o1/05 COIl1111 " ST. LOUIS, MO 63127 10877 WATSON RC)AD F'ROJEC I MANAGERS FOR REFERENCE ONLY PROFESSIONAL OF RECORD PHONE: 314 - 821 -1100 Uc. #6650 Exp. 08/12/08 The proiessional of re; rc1 is practicing as an individual project scale 307656 As indicated CONSTRUCTION NOTES 113B FLOOR MOUNTED TRANSFORMER. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 114 ALUMINUM & GLASS STOREFRONT & ENTRANCE SYSTEM. SEE SHEETS A4.0 & A4.1 FOR ADDITIONAL INFORMATION. 115 FIRE EXTINGUISHERS (2A,10BC), NOT TO EXCEED 75' OF TRAVEL DISTANCE. COORDINATE FINAL PLACEMENT WITH FIRE INSPECTOR. 116 ALL BACKROOM, TOILET ROOM AND HALLWAY WALLS TO BE PAINTED P -1. SEE SHEET A1.1 AND A1.2 FOR ADDITIONAL INFORMATION. 117 MTL STUD AND GYP BD ARCH AT BACKWRAP. 118 STUD COLUMN. REFER TO 11 & 14/A5.1. 119 LOCATION OF ALARM KEYPAD. COORDINATE EXACT LOCATION W/ WHITE HOUSE BLACK MARKET GPM & ADT. NOTE: NO PEDESTAL SECURITY SYSTEMS WILL BE ALLOWED, UNDER FLOOR TYPE WILL BE ACCEPTED. 120 LINE OF DISPLAY AREA SOFFIT ABOVE. 121 DOOR BELL @ 3' -6" A.F.F. 122 EMPLOYEE/STORE BOARDS, TWO 30" BOARDS. 123 INSTALL L -1 LINOLEUM IN TOILET ROOMS, SEAMLESS W /6" EXTENSION UP WALLS. 124 TACTILE EXIT SIGN LOCATION. 125 TENANTS CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK. 126 EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR, EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TILE TO MATCH EXISTING MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVICES WILL BE PERMITTED AT INTERSECTION TO TENANTS FLOORING AND MALL TILE. NOTE: WHEN EXTENDING MALL TILE TO TENANTS STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILE. IF TILE IS CUT IT MUST BE REMOVED AND REPLACED WITH FULL TILE. 127 REAR DOOR SIGNAGE: TENANT'S NAME AND SPACE NUMBER. INSTALL 2" HIGH, DIE CUT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLE LETTERS ON A RED BACKGROUND MOUNTED 5' -0" A.F.F., CENTERED ON DOOR. 128 INSTALL 4 "x 4 "x 4' -0" STAINLESS STEEL: 10 GAUGE STAINLESS STEEL CORNER GUARDS ON OUTSIDE CORNERS OF ALCOVE. 129 SHEET VINYL FLOOR & BASE (L -1). 130 STUD COLUMN. REFER TO 11 & 14/A5.1.. WRAP COLUMN IN BREAK METAL TO MATCH STORE FRONT FINISH. 131 G.C. TO INSTALL BLOCKING IN WALLS TO RECEIVE STATIONARY PIPP SHELVING. CONSTRUCTION NOTES 101 DEMISING OR EXTERIOR WALL. LANDLORD TO PROVIDE AND INSTALL METAL STUD FRAMING. TENANT G.C. TO PROVIDE AND INSTALL GYP. BD.. REFER TO INDICATED PARTITION TYPES ON SHEET A5.0 102 CONTRACTOR TO PREPARE CONCRETE FLOOR AS REQUIRED TO RECEIVE NEW FLOORING FINISHES AND BASE. 103 G.C. TO INSTALL MOISTURE RESISTANT GYP. BD. @ ALL TOILET ROOM WALLS. 104 INSTALL V -1 AND CONTINUOUS B -1 VINYL BASE TRIM THROUGHOUT BACKROOM AND HALLWAY. WRAP VINYL BASE AROUND CORNERS. REFER TO SHEET A1.1 FOR SPECIFIED FINISHES. ALSO REFER TO INTERIOR ELEVATIONS AND DETAILS AS REQUIRED.G.C. TO CLEAN AND WAX FLOOR BEFORE TURNOVER. 105 PROVIDE TRANSITION STRIP AT FRONT OF DOOR JAMB. ALL TRANSITIONS MUST BE FLUSH & LEVEL. SEE DETAILS ON SHEET A5.1 106 CONTRACTOR TO INSTALL T -1 AS DIRECTED BY MANUFACTURER. 107 CONTRACTOR TO INSTALL CARPET AS DIRECTED BY MANUFACTURER THROUGHOUT FITTING ROOMS, LOUNGE AREA & VESTIBULE. 108 INSTALL CONTINUOUS TRIM -4 WOOD BASE TRIM THROUGHOUT DISPLAY AND SALES AREAS, LOUNGE,FITTING ROOMS AND EXIT HALLWAY. SEE ELEVATIONS AND DETAILS. MITER ALL INSIDE AND OUTSIDE CORNERS. 109 FLOOR DRAIN. SEE PLUMBING DRAWINGS. ALL FLOOR PENETRATIONS ARE TO BE SLEEVED AND SEALED LIQUID TIGHT. 110 CONTRACTOR TO INSTALL OWNER SUPPLIED SALES FIXTURES AND ACCESSORIES THROUGHOUT STORE. G.C. TO PROVIDE AND INSTALL REQUIRED BLOCKING/STRAPPING FOR ALL WALL MOUNTED FIXTURES AND ACCESSORIES. SEE SHEETS A3.0, A3.1 AND A3.2 FOR ELEVATIONS AND REQUIRED STRAPPING/BLOCKING DETAILS. FOR ADDITIONAL INFORMATION REFER TO PARTITION TYPES ON SHEET A5.0. 111 MOP SINK, SEE MP SHEETS FOR ADDITIONAL INFORMATION 112 CASHWRAP AND BACKWRAP. COORDINATE INSTALLATION OF CASEWORK WITH ELECTRICAL CONTRACTOR. SEE CASH WRAP DETAIL 4/A3.4 & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. TRENCH CONCRETE AS NECESSARY FOR INSTALLATION OF NEW CASHWRAP CONDUDIT. INFILL WITH 3000 PSI CONCRETE. PREPARE AS NECESSARY FOR INSTALLATION OF NEW FLOORING. NOTIFY ON SITE TENANT COORDINATOR OF LOCATION AND TIMING OF THIS WORK. 113 SURFACE MOUNTED ELECTRICAL PANELS. CONTRACTOR TO BE RESPONSIBLE FOR ALL CIRCUITING FROM PANEL. SEE ELECTRICAL DRAWINGS FOR EXTENT OF WORK AND ADDITIONAL INFORMATION. 113A 4x8 DATA / PHONE BOARD. PAINT BOARD TO MATCH ADJACENT WALL. SEE ELEC. DRAWINGS FOR ADDITIONAL INFORMATION. Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.com gLA,\g nv /0I /OH LO z 0 O 0 O z F E; c omet T. L.C)U15, MO 6.312/ 10877 WATSON ROAD »ROJEC T MANACE.RS William A. Dandle F INAI (II I:I f '1 g11r PH(NIF i 1.7 R'"1 11 (111 u°.#6650 Exp. 08/12/08 The pr I•' .....gl r� 1'r•r IC pr GIs •Jn ai•1� ,'idu 11 FLOOR PLA\ project 3076:16 scale B /16" = 1' -0' r 4 8 xza MENS RESTROOM WOM NS RESTROOM 12' -83/4" 13' - 1 9/16" ALIGN ALIGN r 24" I IC 74• TM FOLD ...' am Fan , am FOLD �acyra itavuai u.r as6cvi.r r iir .077i BPI I1I,- HALLWAY BACKROOM ;=r8 714 FOLD 24' - 0 5/8" 4' -0" 4' -0 'f. • 7/8" 4 7/8" 4 7/8" a 4 7/8" ii rr/rr , FITTING i k FITTING l FITTINI I 8 - 4 7/8" 4' -11rr 1' -6" 8'-0" 18' - 0" 5 - 1 1/4" 24' - 1 1/4" THIRD ROOM TYP. CLOS f rwiiviii urm r�r s�rr ri ir�f r CLOdET 1' -7" 6' -0" 4 7/8" 1' -11" FRONT ROOM 18' -0" 7 1/4" 13' -75/8" .. I 106' -4" Floor Plan �A1 SCALE = 3/16" = 1 -0" 3 5/8" 100 1'- 11 5/8" 7 1/4" 4 7/8" 4 7/8" 20' - 0 7/8" FITTING ROOM 3' -6" 4 7/8" 5 3/4 119' - 11 5/8" LEASELINE DIMENSION 121' - 0 5/8" LEASELINE DIMENSION 24' - 1 1/4" ADJACENT TENANT ADJACENT TENANT T - 9 3/4" 32' - 1 7/8" AT BOTH T5 101/4' RECEIVED FEB 2 2 2005 PERMIT CENTER FINISH SCHEDULE ARE TTRACTORNO TENANT SUBSTITUTIONS MOLDING SCHEDULE MARK DESCRIPTION MAN RESOURCE REMARKS FURNISH INSTALL 1. ALL MOULDING TO SUPPLIED BY FIXTURE SUPPLIER IS TO ARRIVE PRE - PRIMED. 2 ALL MOULDING IS TO HAVE ALL NAIL HOLES FILLED WITH PUTTY AND SANDED PRIOR TO PAINTING. 3. ALL MOULDING PROFILES ARE TO BE VERIFIED WITH WHITE HOUSE/BLACK MARKET BEFORE BEING INSTALLED. 4. TRIM -3 IS TO BE PLACED WITH SMALLER PROFILE FACING INWARD. ENTRY DOORS PAIR 3' -0" x 10' -0" AURATONE 2'x4'x5/8" ACOUSTICAL CEILING PATTERN: RADAR, SQUARE EDGE (SLB #2310) COLOR: GRID & PANELS TO BE WHITE USG 1- 800 -847 -4968 CEILING IN BACKROOM ( #2315 IF FIRE CODE), SUSPENDED -DX GRID SYSTEM 15/16" (DXL IF FIRE CODE) FLAME SPREAD /SMOKE DEVELOPED 25/10 (NON SALES AREAS ONLY) G.C. G.C. CACT -1) SERVICE DOOR 3` -0" x 7' -0 "x 1 3/4" 1 1/2" HR 'B' LABEL DOOR & FRAME 4" & 6" COVE BASE COLOR: #74 SHORELINE ARMSTRONG 877 - ARMSTRONG 4" BASE IN BACKROOM & 6" BASE IN TOILET ROOMS G.C. G.C. ( B -1 ) 3' -0" x 7' -0" x 1 3/4" TOILET ROOM: S.C. DOOR W/ HOLLOW METAL FRAME (PROVIDED BY G.C.) R .�;, ' c , 0 9 ^ 6 A ..4 ,• 4 ►r4 4 '. ,� CD a, 3 EA. HINGES "BOMMER" OR EQUAL, BB5000 STANDARD WEIGHT 4 1/2 "x4 1/2 ". AVG FREQ. FULL MORTISE BALL BEARING HINGE, (613) 1 EA. PUSH PLATE "IVES" #8200 3 -1/2 "x15" US. PART #427 -0153 1 EA. DOOR PULL "IVES" #8302 -6 3- 112x15 US PART # 423 -0105 1 EA. CLOSER "SARGENT" #1231 US10B. PART #442 -1301 1 EA. KICKPLATE " ROCKWOOD" 8x34 US10B PART #442 -1302 1 EA. DOORSTOP AS REQUIRED 3 EA. SILENCERS ALL HARDWARE TO HAVE BRUSHED ALUMINUM FINISH CARPET COLOR; BLACK TIE BUDGET INTERIORS FITTING ROOM AND LOUNGE AREA TREAD-MORE DOUBLE STICK PAD OWNER G.C. CPT 1C /A5.1 D,G,J SEE ELEVATION BELOW PENDANT CEILING TRIM MOULDING WHBM- 078 IDX PENDANT CEILING TRIM AT CASHWRAP ARCHWAY, PAINT P -1, EGGSHELL OWNER G.G. 3/4" 6" 5/8" OS / 1 1 SEE DOOR SCHI .0 - .5 (TRIM -1) (TRIM -2) (TRIM -3) CUSTOM MOLDING BY FYPON # MLD590 -16 CUSTOM MOLDING BY FIXTURE VENDOR FIXTURE VENDOR FABRIC KRAVET #25083-81M COLOR: MAGNETISM EBONY KRAVET FITTING ROOM CURTAINS OWNER G.C. OM 1- FABRIC J.B. MARTIN COLOR: OSTION 503 CHAIRMASTERS FITTING ROOM STOOLS AND ROUND ACCESSORY FIXTURE IN SALES AREA OWNER G.C. ��� - - - - 1 ® ■ FABRIC J.B. MARTIN COLOR: BLACK 100 CHAIRMASTERS FITTING ROOM LOUNGE SEATING OWNER G.C. ® , 3/4" We FABRIC COLOR:22701 -816 KRAVET ACCENT PILLOWS THROUGHOUT STORE OWNER G.C. CTRIM-4) r� CUSTOM MOLDING CUSTOM MOLDING BY BY FIXTURE VENDOR FIXTURE VENDOR 314" x 10" MDF BD. FIBERGLASS REINFORCED POLYESTER PANELS MARLITE #P -100 COLOR: WHITE MARLITE TOILET ROOM WALLS & WALLS AT MOP SINK G.C. G.C. ( FRP ) FINISH NOTES FINISH 5 HEDUL FOR COLORS GRANITE TILE 12" x 12" x 3/8" POLISHED BLACK W/ 1/8" GROUT JOINT, LATICRETE "BLACK" BUDGET INTERIORS INTERIOR & EXTERIOR STOREFRONT KNEEWALL OWNER G.C. FLOOR: TILE FLOOR TO BE INSTALLED OVER FLAT & LEVEL CONCRETE OR WOOD FLOOR SUBSTRATE. FLOOR MUST BE LEVEL TO WITHIN 3/16" IN 10' -0" WITH NO MORE THAN 1/2" DEVIATION OVER ENTIRE SLAB. IF FLOOR IS DEEMED NOT TO BE FLAT & LEVEL BY CONTRACTOR PRIOR TO INSTALLATION OF FLOOR, CONTRACTOR SHALL PROVIDE AND INSTALL "ARDEX" K -15 OR EQUAL LEVELING MATERIAL TO FLOOR. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION PRIOR TO INSTALLATION OF ARDEX. CONCRETE FLOORS MUST BE THOROUGHLY CLEAN, FREE OF OIL, WAX, GREASE, LATEX, GYPSUM PATCHING COMPOUNDS, OR ANY CONTAMINATE WHICH MAY ACT AS A BOND BREAKER. ACID ETCHING & USE OF SOLVENTS ARE NOT ACCEPTABLE MEANS OF CLEANING THE SUBSTRATE, ALL FLOOR APPLICATIONS TILE ARE TO RECEIVE A FIRST COAT OF MIRACLE 2000 CLEAR SEALER FINISH OVER THE TOP SURFACE OF THE TILE. APPLY A SECOND COAT OF 'MIRA MATTE' STONE COLOR ENHANCE OVER TILE SURFACE TRIMWORK: GRANITE TILE 12 12 1 12" " x 12" x 3/8" ABSOLUTE BLACK "FLAMED" G403 GROUT JOINT, ABSOLUTE BLACK "BLACK" BUDGET INTERIORS RECESSED ENTRY FLOOR TILE FROM LEASELINE TO DOOR OWNER G.C. ® LINOLEUM FLOORING MARMORETTE 19045 COLOR: PARCHMENT BEIGE ARMSTRONG 1 -800- 356 -9301 TOILET ROOM FLOORS SEAM /BOND ALL SEAMS 6" UP WALLS. VERIFY LANDLORD REQUIREMENT FOR WATERPROOF MEMBRANE -IF REQ'D, USE LATICRETE #9235 G.C. G.C. MALL FLOORING MALL FLOORING OR PEDESTRIAN WALKWAY FROM LEASELINE TO DOORS. COORDINATE WITH MALL/SHOPPING CENTER OPERATIONS OR LOCAL GOVERNING AUTHORITIES. GC SHALL PURCHASE MATERIALS DIRECTLY FROM LANDLORD AS REQUIRED. G.C. G.C. ® ALL TRIMWORK IS TO HAVE MITERED INSIDE AND OUTSIDE CORNERS UNLESS NOTED OTHERWISE. FLAMED GRANITE AT STOREFRONT: PAINT COLOR: ICICLE #2142 -70 BENJAMIN MOORE NO SUBSTITUTIONS REFER TO FINISH NOTES FOR APPLICATIONS OVER VARIOUS SURFACES WALLS & CEILINGS (c 'CLOSET'): EGGSHELL G.C. G.C. ( P -1 ) ALL FLOOR APPLICATIONS OF 'FLAMED' GRANITE ARE TO RECEIVE A FIRST COAT OF MIRACLE 2000 CLEAR SEALER FINISH OVER THE TOP SURFACE OF THE TILE. APPLY A SECOND COAT OF 'MIRA MATTE' STONE COLOR ENHANCE OVER TILE SURFACE. CARPET: PAINT COLOR: ICICLE #2142 -70 BENJAMIN MOORE NO SUBSTITUTIONS REFER TO FINISH NOTES FOR APPLICATIONS OVER VARIOUS SURFACES CEILINGS: FLAT G.C. G.C. ( P -1A ) THE GLUE DOWN PROCESS FOR THE CARPET INSTALLATION IS A TWO STEP PROCESS. THE CONTRACTOR MUST FIRST GLUE DOWN THE PAD AND THEN GLUE DOWN THE CARPET. PAINT COLOR: UNIVERSAL BLACK #2118-10 BENJAMIN MOORE NO SUBSTITUTIONS REFER TO FINISH NOTES FOR APPLICATIONS OVER VARIOUS SURFACES CEILINGS: FLAT G.C. G.C. PAINT: P-2 1. ALL WALLS ARE TO BE PAINTED WITH SPECIFIED ROLLER NOTED BELOW. 2. ALL WALLS AND CEILINGS ON SALES FLOOR AND CEILINGS IN FITTING ROOMS TO RECEIVE P -1 OR P -1A TO BE PAINTED USING A 1/2" LAMB SKIN NAP ROLLER. 3. ALL CEILINGS IN LOUNGE TO RECEIVE P -2 ARE TO BE PAINTED USING A 3/8" POLYESTER NAP ROLLER. 4• ALL TRIM IS TO BE SPRAYED, NOT BRUSHED. SINGLE RADIUS CEILING COVE MODEL #1020 -B" WITH (2) ENDCAPS GORDON INDUSTRIES CONTACT: FELICIA, QUOTE #4810 1 -800- 747 -8954 SOFFIT AT CLOSET G.C. G.C. CUSTOM CORNER COVE RADIUS MODEL #LC- CORNER GORDON INDUSTRIES CONTACT: FELICIA, QUOTE #4810 1- 800 - 747 -8954 8" ARCHWAY RADIUS G.C. G.C. C RC -2 ) GYPSUM WALL BOARD WALLS: LATEX EGGSHELL FINISH. PRIME AFTER FILLING NAIL HOLES, CRACKS AND OTHER SURFACE IMPERFECTIONS 1ST COAT BENJAMIN MOORE PREPRITE CLASSIC PRIMER. " "USE TINTED PRIMER UNDER P -3 COLOR (CAVIAR) TWO COATS - BENJAMIN MOORE PROMAR 200 INTERIOR LATEX EGGSHELL WALLS RECEIVING WALL COVERING: PRIME AFTER FILLING NAIL HOLES, CRACKS AND OTHER SURFACE IMPERFECTIONS. PRE - WALLCOVERING SURFACE CONDITIONER: BENJAMIN MOORE WALL -GRIP PRE- WALLCOVERING LATEX SEALER 111 (203 -03) GYPSUM WALL BOARb L GEI INGS: LATEX FLAT FINISH. PRIME AFTER FILLING NAIL HOLES, CRACKS AND OTHER SURFACE IMPERFECTIONS 1ST COAT - BENJAMIN MOORE PREPRITE CLASSIC PRIMER. **USE TINTED PRIMER UNDER P -3 COLOR (CAVIAR) TWO COATS - BENJAMIN MOORE PROMAR 200 INTERIOR LATEX EGGSHELL GYPSUM WALL BOARD WALLS: LATEX EGGSHELL FINISH (AT RESTROOM ONLY) PRIME AFTER FILLING NAIL HOLES, CRACKS AND OTHER SURFACE IMPERFECTIONS PRIME: BENJAMIN MOORE FRESH START ALL - PURPOSE 100% ACRYLIC PRIMER (023) FINISH COAT: BENJAMIN MOORE REGAL EGGSHELL AQUAVELVET (319) EXPOSED STRUCTURAL STEEL, ROOF BAR JOISTS AND METAL DECK, ETC. 1ST COAT BENJAMIN MOORE ALL SURFACE ENAMEL LATEX PRIMER. TWO COATS - BENJAMIN MOORE PROMAR 200 LATEX, FLAT, EGGSHELL, OR SEMI -GLOSS AS REQ'D. CONCRETE MASONRY UNITS (INTERIOR SIDE): LATEX EGGSHELL FINISH 1ST COAT - BENJAMIN MOORE PREPRITE MASONRY PRIMER TWO COATS - BENJAMIN MOORE PROMAR 200 INTERIOR LATEX EGGSHELL WOOD DOORS AND TRIM: SEMI -GLOSS (U.N.O.) 1ST COAT - BENJAMIN MOORE PREPRITE CLASSIC LATEX PRIMER TWO COATS - BENJAMIN MOORE PROMAR 200 INTERIOR LATEX SEMI -GLOSS METAL DOORS AND FRAMES: SEMI -GLOSS 1ST COAT - ALL SURFACE ENAMEL LATEX PRIMER "PRIMER IS NOT REQUIRED ON FACTORY PRIMED DOORS AND FRAMES. TWO COATS - BENJAMIN MOORE A -100 EXTERIOR LATEX GLOSS CONCRETE FLOOR: SATIN FINISH /EPDXY- MODIFIED ACRYLIC LATEX CLEAN AND PREPARE FLOOR AS DIRECTED BY PAINT MANUF. TWO COATS - BENJAMIN MOORE H &C SILICONE OPAQUE ACRYLIC CONCRETE SEALER TRIM (ALL EXCEPT WALL FLAT TRIM @ SALES FIXTURES): SEMI -GLOSS LIMESTONE TILE, 12 "x24 "x1/2" LA PERLA HONED W/ LATICRETE #18 SAUTERNE III SANDED GROUT BUDGET INTERIORS STOREFRONT LIMESTONE TILE & GROUT TO BE SEALED W/ MIRACLE SEALANTS IMPREGNATOR NATURAL LOOK PENETRATING SEALER #511 - POROUS PLUS TILE. GROUTS THrNSET BY OWNER G.C. PORCELAIN TILE, 12 "x18 "x3/8" AMBRATA W/ 1/4" GROUT JOINTS, LATICRETE GROUT #40 LATTE BUDGET INTERIORS 51E, GROUT, TR1NSET FL UNDERLAYMENT BY OWNER G C ' CEILING FLAT ACCENT TRIMWORK: 1 -3/4 "x 3/4" CUSTOM MOLDING IDX SUPPLIED PRIMED, READY TO PAINT P -1, SEMI -GLOSS FINISH INSTALL THINNER SIDE TOWARDS CENTER OF ROOM. OWNER G.C. (TRIM -1) CEILING COVE TRIMWORK: FYPON #MLD590 -16 IDX SUPPLIED PRIMED, READY TO PAINT P -1. SEMI -GLOSS FINISH OWNER G.C. (TRIM -2) WALL FLAT ACCENT TRIMWORK: 5/8"x1-9/18" CUSTOM MOLDING IDX SUPPLIED PRIMED, READY TO PAINT P -1. EGGSHELL FINISH INSTALL THINNER SIDE TO INSIDE OF FRAME OWNER G.C. (TRIM -3) WALL BASE TRIMWORK: 3/4"xl SOLID POPLER IDX SUPPLIED PRIMED, READY TO PAINT P -1, SEMI -GLOSS FINISH OWNER G.C. (TRIM -4) DECORATIVE TRIMWORK ABOVE 'CLOSETS' IDX SUPPLIED PRIMED, READY TO PAINT P -1, EGGSHELL FINISH. OWNER G.C. (TRIM -5) CORNER TRIMWORK IDX SUPPLIED PRIMED, READY TO PAINT P -1. SEMI -GLOSS FINISH OWNER G.C. VINYL COMPOSITE TILE FLOORING STANDARD EXCELON- IMPERIAL TEXTURE 12" x 12" x 1/8" #51929 SANDY BEACH ARMSTRONG WORLD IND LANCASTER, PA. 17604 1- 800 - 448 -1405 BACKROOM & TOILET ROOM FLOORS SEAM/BOND ALL SEAMS 6" UP WALLS AT TOILET ROOMS. VERIFY LANDLORD REQUIREMENT FOR WATERPROOF MEMBRANE -IF REQ'D, USE LATICRETE #9235. WAX & POLISH PRIOR TO TURN OVER. G.C. G.C. TRIM WILL ARRIVE PRIMED, READY TO PAINT TWO COATS - BENJAMIN MOORE PROMAR 200 INTERIOR LATEX SEMI -GLOSS **ALL TRIM TO BE SPRAYED. NOT BRUSHED WALLCOVERING STYLE: BETA #4325 COLOR:WHITE W/ SUEDE EMBOSS MDC WALLCOVERINGS OWNER G.C. TRIM (WALL FLAT TRIM @ SALES FIXTURES): EGGSHELL TRIM WILL ARRIVE PRIMED, READY TO PAINT TWO COATS - BEJAMIN MOORE PROMAR 200 INTERIOR LATEX EGGSHELL " "ALL TRIM TO BE SPRAYED, NOT BRUSHED WALLCOVERING STYLE: BETA #3951 COLOR: BLACK MDC WALLCOVERINGS OWNER G.C. DOOR SCHEDULE " ALL DOORS SHALL COMPLY WITH NFPA 101.200.7.2.1.5 Mark DESCRIPTION TYPE Finish Hardware DETAIL NOTES 1 ENTRY DOORS PAIR 3' -0" x 10' -0" ALUM /GLASS STOREFRONT DOORS W/ 3/8" TEMP. GLASS IN ALUM. FRAME BLACK ANODIZED 1 EA. CONCEALED OVERHEAD CLOSER/HOLD OPEN "RIXON" 0700 SERIES (105 DEG. H.O.) 1 EA. BOTTOM PIVOT " RIXON" 147 2 EA. INTERMEDIATE OFFSET PIVOT 1 EA. DEAD BOLT 2 EA. OFFSET PULLS VOL- VP1102. (PH# 805.988.3260) COORDINATE WITH DOOR MANUF.. PROVIDED BY WHBM 1 EA DUST PROOF STRIKES 260 ROUND & FLUSH WITH DOOR 1 EA. CONCEALED FLUSHBOLTS TOP & BOTTOM ON DOOR W/O DEAD BOLT ALL HARDWARE TO BE BLACK FINISH 4/A5.1 SEE ELEVATION BELOW A, B, C, E, G, I, J SEE ELEVATION BELOW 2 SERVICE DOOR 3` -0" x 7' -0 "x 1 3/4" 1 1/2" HR 'B' LABEL DOOR & FRAME NEW DOOR: HM DOOR W/ HOLLOW METAL FRAME (PROVIDED BY GC) REFER TO NOTE "F" 3 EA. HINGES "BOMMER" OR EQUAL, BB5000 STANDARD WEIGHT 4 1/2"x4 1/2 ". AVG FREQ. FULL MORTISE BALL BEARING HINGE (613), TAMPERPROOF HINGES 1 EA. STOP -AS REQUIRED 3 EA. SILENCERS 1 EA. "SARGENT" CLOSER NO. 1231 (613) 1 EA. "ROCKWOOD" KICKPLATE 8 "x34" (613) 1 EA. U- CHANGE 71210A000F PANNEX UNIT 1 EA. U- CHANGE 316B05A562 - CYLINDER FOR PANNEX UNIT 1 EA. U- CHANGE 703PLTD1 OF -TRIM FOR OUTSIDE PULL 1 EA. U- CHANGE 319RL5A542 CYLINDER FOR TRIM 1 EA. U- CHANGE K205FACTRY - FACTORY KEY 1 EA. U- CHANGE 36LT000000 - CHANGE TOOL 2 EA. ROCKWOOD VIEWER 622 (4' -6" A.F.F. AND © 5' -6" A.F.F.) WEATHERTIGHT SEAL THRESHOLD 1A/A5.1 A,E,F,G, I, J SEE ELEVATION BELOW 3 3' -0" x 7' -0" x 1 3/4" TOILET ROOM: S.C. DOOR W/ HOLLOW METAL FRAME (PROVIDED BY G.C.) REFER TO NOTE "F" 3 EA. HINGES " BOMMER" OR EQUAL, BB5000 STANDARD WEIGHT 4 1/2"x4 1/2". AVG FREQ. FULL MORTISE BALL BEARING HINGE, (26D) 1 EA. PRIVACY SET "SCHLAGE" S40DSAT 626 BATH /BEDROOM PRIVACY LEVER HANDLES SATURN DESIGN (26D) 1 EA. STOP - "IVES" NO. 407 1/2 2- 7/16" DIA. x 15/16" PROJECTION WROUGHT WITH PLASTIC DRYWALL ANCHOR (26D) 3 EA. SILENCERS 1 EA. "SARGENT" CLOSER NO. 1231 (26D) 0 9 ^ 6 G SEE ELEVATION 4 3' -0" x 7' -0" x 1 3/4" STOCKROOM: S.C. DOOR W/ HOLLOW METAL FRAME (PROVIDED BY G.C.) 3 EA. HINGES "BOMMER" OR EQUAL, BB5000 STANDARD WEIGHT 4 1/2 "x4 1/2 ". AVG FREQ. FULL MORTISE BALL BEARING HINGE, (613) 1 EA. PUSH PLATE "IVES" #8200 3 -1/2 "x15" US. PART #427 -0153 1 EA. DOOR PULL "IVES" #8302 -6 3- 112x15 US PART # 423 -0105 1 EA. CLOSER "SARGENT" #1231 US10B. PART #442 -1301 1 EA. KICKPLATE " ROCKWOOD" 8x34 US10B PART #442 -1302 1 EA. DOORSTOP AS REQUIRED 3 EA. SILENCERS ALL HARDWARE TO HAVE BRUSHED ALUMINUM FINISH D,G SEE ELEVATION BELOW A 3' -0" x 6' -0" x 1 3/8" (B.O. DOOR @ 1' -0" A.F.F.) FITTING ROOM: SOLID CORE WOOD DOOR & FRAME (TO BE PROVIDED BY FIXTURE VENDOR) TO BE DETERMINED 1C /A5.1 D,G,J SEE ELEVATION BELOW DOOR NOTES (WHERE APPLICABLE) A. ALL ENTRY /EXIT DOOR LOCKING MECHANISMS ARE REQUIRED TO ACCEPT "U CHANGE" AS F. PAINT EACH SIDE OF DOOR AND FRAME TO MATCH ADJACENT SURFACE. SUPPLIED BY SECURITY SYSTEMS'. CONTACT: KELLE FREELS 405-376-8105. G. DOOR HANDLES SHALL BE LEVER TYPE, PUSH /PULL OR EQUIVALENT. MAX EFFORT TO OPERATE B. AT TENANT'S MAIN ENTRY DOOR: DOORS SHALL NOT EXCEED 5 LBS. PER CBC 1133B.2.5. DEVICE USED AT MAIN ENTRY DOOR MUST BE READILY DISTINGUISHABLE AS `THE LOCKING H. 20 MIN. FIRE RATED DOOR & FRAME TO BE GASKETED, TIGHT - FITTING, SMOKE AND DRAFT - LOCKED, CONTROL ASSEMBLY. DOORS SHALL BE AUTOMATIC OR SELF-CLOSING.COMPLYING W/ UBC * GC TO INSTALL SIGNAGE ON DOOR STATING "DOOR TO REMAIN UNLOCKED WHEN BUILDING IS SECTION 1004.3.4.3.2.1. OCCUPIED ". SIGNAGE TO HAVE 1" LETTERS ON CONTRASTING BACKGROUND. C. DOORS TO BE KEPT IN OPEN POSITION DURING ALL HOURS OF BUSINESS. I. ALL EXTERIOR DOORS TO BE INSTALLED WITH W EATHERSTRI TIP C� 9"�� 9E� 49 r D. DOOR HARDWARE TO BE FURNISHED BY GC. J. DUST STRIKE IS TO BE ROUND AND FLUSH WITH FINISH FLOO .c0DE /p F ®R E. DOOR SHALL BE OPENABLE FROM THE EGRESS SIDE (INTERIOR OF STORE) WITHOUT THE NO KICKSTANDS ON STOCK DOOR comp n�� FEB 2 2 N USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. Ap R®v�® EB L L 6 U PERMIT GENII L7.f K. DOOR ELEVATIONS ( ) MA — 20118 I WHERE APPLICABLE .,.. B + VIEWER B 0 9 ^ 6 EQUAL / 1 1 SEE DOOR SCHI .0 - .5 o Ogn 1. LOUIS, MO 6.3127 10877 WATSON ROAD PROJEC T MANAGE RS Ph. 314. 821. 1 Fax 314.821.4162 Email chicos @cascocorp.com co 0 CV FEB X- .008 6550 R ISTERE A".CHI3EC N hI 02/01/08 date C0111111 ►u► , �.... t . 1R. , ASHI ITO William A. Randle FROFEST.IONAL UT REr:'C'F. :E) PHONE.' Al4 •d•'I IIIII) LIP. #6650 Exp. 08/12/08 The I.,,n. , ,,ul ��I .� ,•r.1 pr■ir ti ��, •n, uirJiv,rlir�l DOOR AND FINISH SCHEDULE drawn by checked by CO CC 0 cc U2 project a 307656 JER KMN scale I /1" A1.1 656 SOUTHCENTER SOUTHCENTER PERMIT, LANDLORD & OWNER STORE #3240 LANDLORD AND OWNER TOILET ROOM ACCESSORIES A SURFACE MOUNTED ROLL TOILET PAPER DISPENSER - RESIDENTIAL GRADE B SURFACE MOUNTED ROLL PAPER TOWEL DISPENSER - RESIDENTIAL GRADE, MOUNT 48" A.F.F. C SURFACE MOUNTED WALL MIRROR 18" x 36" BOBRICK B -165 1836 D HANDICAPPED GRAB BARS, BOgICK OR EQUAL E KOALA BABY CHANGING STATION L LAVATORY WC WATER CLOSET- INSTALL FLUSH VALVE ON OPEN SIDE OF WATER CLOSET MA2g7 '1;1. LI( M(_) 4;,) 11 / 10 8/7 WKI )N NnA[) I ROJE (: Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.com 65 0 �f' E lSTERE 02 /0I /OR comnil FEB 2 1 2.008 William A. Bandle . IONAI O iONF .3I4 8:'I I Ir)UJ Lic. #6650 Exp. 08/12/08 ,IC L,I frf• i. I p r ! a , Ii•.irna n, .)n ,rI110,) .1 ENLARGED TOILET ROOM & ELEVATION drawn by scale 307656 AS )ndtraied co E0 C P -1 EGGSHELL J C L -1 r 4 7 1/4" 60 "x60" CLEAR SPACE -C L -1 ) t (Y D 177 (A) (6) 50 "x60" CLEAR SPACE 3 SCALE = 1/2" = 1' -0" Al .2 / SCALE = 1/2" = 1' -0" O CLEAR E CLEAR SPACE 4 7/8" EGGSHELL 7' 6" MENS RESTROOM 4' - 6" 4' -6" WOMENS RESTROOM 7' -6" FLOOR DRAIN, SEE MP1 FOR MORE INFORMATION. FLOOR DRAIN, SEE MP1 FOR MORE INFORMATION. I / 3' - 6" MAX. 7 30 "x48" CLEAR SPACE I I I I 3' - 9 5/8" 3 ' 13' - 11 1/4" 1' -6" TYP. TOILET RM. ELEV. P 48 ^x60" CLEAR SPACE rift A j 1' - 4 7/8" %y 0 0 ) %� 12" 0 0 Irg Ai 1' -6" 30 "x48" CLEAR SPACJ FRP ) FRP 7 1/4" 7/8" CV P -1 EGGSHELL / 5' - 2 3/4" I` 0 0 CV 3' 2" HALLWAY MOP SINK WITH WATER HEATER INSTALLED ABOVE. SEE MP SHEETS FOR MORE INFORMATION. INSTALL WATERPROOF MEMBRANE TO RUN UP \ WALL MIN. 4" IN THIS AREA. 4'-97/8" 36" MIN. SCALE = 1/2" = 1' -0" 3' SCALE = 1/2" = 1' -0" 7 1/4" co N- ��� ENLARGED TOILET ROOM PLAN � (\ l.) SCALE = 1/2" = 1' -0" TYP. TOILET RM. ELEV. TYP. TOILET RM. ELEV. TYP. TOILET RM. ELEV. GENERAL CONSTRUCTION NOTES: 1. ALL DIMENSIONS TO FINISH FACE OF PARTITIONS. 2. REFER TO SHEET A5.0 FOR PARTITION TYPES. 3. ALL INTERIOR DOORS TO BE LOCATED SUCH THAT HINGE SIDE OF DOOR IS 4" FROM NEAREST WALL, UNLESS NOTED OTHERWISE. 4. REFER TO SHEET A1.0 FOR KEYED NOTES, DOOR SCHEDULE AND PARTITION TYPE NOTATIONS. 5. REFER TO SHEET A1.1 FOR FINISH NOTES AND FINISH SCHEDULE. FRP CV 1. ALL TOILET ACCESSORIES, PARTITIONS AND FIXTURES TO COMPLY WITH ANSI 117 FOR ACCESSIBILITY REQUIREMENTS AND ABIDE BY THE AMERICANS WITH DISABILITIES ACT (ADA) AND UNIVERSAL ACCESSIBILITY ACT (ACT 235). 2. VERIFY ACCESSORY SPECS. WITH CHICO'S. 3. GENERAL CONTRACTOR TO PROVIDE F.R. WOOD BLOCKING AS REQUIRED FOR TOILET ROOM ACCESSORIES. X CV m C7 TOILET PAPER HOLDER (BY GC). PROVIDE CLEARANCE OF 1 1/2" MIN. BELOW AND 12" MIN. ABOVE GRAB BAR. 3 -0" MA GRAB BARS, 1 1/2" DIAMETER CLEAR SPACE @ WATER CIOSFT CLEAR. SPACE WHEELCHAIR AQCE.SSIBLE WATFR GOOIER SEE NOTE BELOW RAISED DISABLED SYMBOLS (TYP.) - WHITE F IGURE ON BLUE BACKGROUND (COLOR EQUAL TO COLOR NO 150900 IN FED STD 585B). HANDICAP ACCESSIBLE SIGN TOILET ROOM DOOR CHECK STAND SIGNAGE MISC SIGNAGE TOILET ROOM SIGNAGE 7 0 I- a ADA TOILET ROOM PERMANENT WALL SIGNAGE ENTRANCE SIGNAGE ALL BUILDINGS AND ENTRANCES THAT ARE ACCESSIBLE AND USABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS. UTILIZING THE SYMBOL, AT JUNCTIONS, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. ACCESSIBILITY GUIDELINES 4' -0 MIN, CLEAR SPACE @ . LAVATORIES GENERAL NOTES: 1. LAVATORY AND WATER CLOSETS TO BE LEVER TYPE CONTROL. WC FLUSH CONTROL HANDLE SHALL BE ON THE OPEN SIDE OF THE WC. 2. GRAB BAR AND SEAT SHALL WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS APPLIED AT ANY POINT. PROVIDE BLOCKING IN WALL AS NECESSARY. 3. PROVIDE 1 1/2" CLEARANCE BETWEEN GRAB BAR AND WALL. 4. PROVIDE A CLEARANCE OF 1 1/2 MINIMUM BELOW AND 12" MINIMUM ABOVE GRAB BARS. 5. HOT WATER AND DRAIN PIPES UNDER LAVATORY SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. 6. THE TOILET ROOMS HAVE BEEN DESIGNED TO COMPLY WITH ANSI MINIMUM CLEARANCES BASED UPON THE SPECIFIED FIXTURES. FIXTURE CLEARANCE REQUIREMENTS GENERAL NOTE; ADA TOILET ROOM PERMANENT SIGNS SHALL BE INSTALLED ON WALL ON LATCH SIDE OF DOOR ON EXTERIOR SUCH THAT THE BASELINE OF THE LOWEST TACTILE CHARACTER IS 48" A.F.F. MIN. AND THE BASELINE OF THE HIGHEST TACTILE CHARACTER IS 60" A.F.F. MAX. SIGN SHALL CONTAIN 5/8" UPPER CASE 1/32" RAISED SANS -SERIF CHARACTERS W/ CORRESPONDING GRADE 2 BRAILLE. 6" MIN. HIGH PICTOGRAM SHALL BE PLACED DIRECTLY ABOVE. SIGNAGE SHALL BE LOCATED ADJACENT TO THE DOOR ON THE LATCH SIDE OF SINGLE DOORS OR RIGHT SIDE OF DOUBLE DOORS, ON NEAREST ADJACENT WALLS. SIGNS CONTAINING TACTILE CHARACTERS MUST BE PLACED SO THAT A CLEAR FLOOR AREA OF 18" MIN. x 18" MIN., CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF THE DOOR. ACCESSIBLE CHECK STANDS SHALL ALWAYS BE OPEN TO CUSTOMERS WITH DISABILITIES AND SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEELCHAIRS. THE SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND AND SHALL STATE "THIS CHECK STAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES." 22 MIR RAISED DISABLED SYMPBOLS (TYP.) x 36" ROR (BY FC) RAISED DISABLED SYMBOLS (TYP.) RAISED DISABLED SYMBOLS (TYP.)- - WHITE FIGURE ON BLUE BACKGROUND (COLOR EQUAL TO COLOR NO. 150900 IN FED STD 595B). SEE SHEET A3.3 FOR ADDITIONAL INFORMATION. EXIT SIGNAGE HAND TOWEL DISPENSER) DISPOSAL RAISED GENDER TEXT. TEXT TO BE 5/8' MIN. IN HEIGHT (TYP.) RAISED TEXT (TYP.) RAISED BRAILLE TEXT (TYP.) C■ RAISED GENDER PICTOGRAM. PICTOGRAMS SHALL HAVE A FIELD OF 6" MIN. IN HEIGHT, OF CONTRASTING DOLOR AND NON - GLARE SURFACE (TYP.) N N RAISED BRAILLE GENDER TEXT. TEXT SHALL BE RAISED 1/32" ABOVE BACKGROUND, ALL UPPERCASE CHARACTERS (TYP.) SIGNAGE SHALL CONFORM WITH ICC /ANSI 1 1 7.1 -2003, CHAPTER 7, SECTION 703 SPECIFICATIONS: MANUFACTURER: EMEDCO MEN'S TOI_ET ROOM: ADA306BN WOMEN'S TOILET ROOM: ADA307BN DIRECTIONAL SIGNAGE: ADA309BN SIGNS TO BE BROWN WITH WHITE LETTERS 7" 7" 8 MI / / / / i 11" 6" / MIN , AA) /' 7 " SOAP DISPENSER 0 0 U- 0 0 U z v) 0 J U TACTILE EXIT SIGNS SHALL BE REQUIRED AT: 1. EACH GRADE LEVEL EXIT. 2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP ('EXIT STAIR UP /DOWN', 'RAMP UP /DOWN'). 3. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM THAT LEADS TO A CORRIDOR OR HALLWAY AND DESIGNATED AS AN 'EXIT ROUT'. 4. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE DESIGNATED WITH THE WORDS 'TO EXIT'. RECEIVED FEB 2 2 2008 PERMIT CENTER • AMOVAr mrr. 4 , oi- - re i"A 2' -0" 12' -0" 12' -0" C 0 w w C E w• 1 GYP. BD. 8' - 0" A.F.F. 2'x4'grid 11' - 0" A.F.F. REFLECTED CEILING PLAN K19/' SCALE = 3/16 = 1 -0 3' -0" I 3' -0" 4' -0" I B 2' -8" 2' -1" 1' -11" 2' 2' 0" 24' - 1 1/4" 1 " 1 1 - 1 1 " 2 ' - 1 " 1' -11 f2' -1" 1' -11� 1' 10 1/4"-)\ 2 0" 2 }0" 2'-0" I2' -0" RCP CONSTRUCTION NOTES 4' - 1 1/4" 201 CONTRACTOR SHALL PROVIDE AND INSTALL GYP. BD. CLG.. NOTE THAT ALL TRIM RINGS AND FLANGES FOR LIGHTING AND MECHANICAL SYSTEMS TO BE CAULKED AROUND FOR A CLEAN, GAP FREE, CONNECTION TO CLG. WITH A PAINTABLE WHITE SILICONE SEALER.CONTRACTOR NOT TO PAINT COVERS, LIGHTS OR TRIMS. VERIFY TO SEAL IN PLACE ONLY THOSE ITEMS THAT WON'T ADVERSELY AFFECT FUTURE MAINTENANCE. 202 CONTRACTOR SHALL PROVIDE AND INSTALL 24 "X24" CEILING ACCESS PANEL. PANEL TO BE BY 'INTEX FORMS. INC., MODEL #AP24- WHITE, PH#(408) 846 -5667. EXACT PANEL LOCATIONS, QUANTITIES, AND /OR REQUIREMENTS, TO BE DETERMINED BY CONTRACTOR FOR OPTIMUM ACCESS TO TRANSFORMER'S, MECHANICAL, PLUMBING, FIRE SPRINKLER LINES, ETC.. CONTRACTOR FINISH ACCESS PANEL TO MATCH ADJACENT CEILING. COORDINATE ACCESS REQUIREMENTS WITH ALL TRADES, LL REP. AND BUILDING OFFICIALS. 203 CONTRACTOR TO INSTALL OWNER SUPPLIED LIGHTING AS PER REF. CLG. PLAN. SEE LIGHTING LEGEND THIS SHEET AND ELEC. DRAWINGS FOR ADDITIONAL INFORMATION. No No 207 DOWNLIGHT FIXTURE TO BE CENTERED IN SPACE OR AS SHOWN, U.N.O.. SEE LIGHTING LEGEND THIS SHEET AND ELEC. DWGS FOR ADDITIONAL INFORMATION. 208 PENDANT LIGHT FIXTURE. SEE LIGHTING LEGEND THIS SHEET AND ELEC. DWGS FOR ADDITIONAL INFORMATION. 210 CONTRACTOR TO PROVIDE SPRINKLERS THROUGHOUT SPACE (REFER TO NOTE 15 ON SHEET AO FOR TYPE). No No SPRINKLER CONTRACTOR TO SUBMIT ALL SHOP DRAWINGS AND CALCULATIONS TO L.L. AND ALL GOVERNING AUTHORITIES AS REQ'D. SPRINKLER LAY -OUT MUST BE SENSITIVE TO LAY -OUT OF CEILING, LIGHTS, AND MECHANICAL ITEMS. SHOP DRAWINGS SHOWING ALL CEILING ELEMENTS, I.E. LIGHTS, MECHANICAL ITEMS. MUST BE SUBMITTED TO G.C. FOR APPROVAL. ALL SPRINKLER WORK TO BE UNDER SEPARATE PERMIT. No No 211 CONTRACTOR TO CENTER A.C.T. GRID IN BACKROOM. SEE DETAIL 1 /A2.1 FOR ADDITIONAL INFORMATION. No No 212 CONTRACTOR TO LOCATE LIGHT IN DISPLAY WINDOW AS CLOSE AS POSSIBLE TO THE WINDOW. 1 2'-3 2'-0 " 2' -0" r 2' -0" 2'-0" 2' -0" 2' -0" 2' -0 " 2' -0" 2' -0" 2' -0" r 2'-0" 2' -0" 111/2"1 X 2' -0" 2' -0" 12' -0" 28' - 4 5/8" GENERAL RCP NOTES: 1. ALL DIMENSIONS ARE TO FINISH FACE OF PARTITIONS. 2. REFER TO SHEET A1.0 FOR FINISH SCHEDULE AND NOTES. 3. GENERAL CONTRACTOR TO NOT PAINT SPEAKER COVERS, LIGHTS, TRIM, ETC. 4. ALL LIGHTING TRIM TO BE IN LINE THROUGHOUT STORE, RUNNING PARALLEL TO EACH OTHER THROUGHOUT SPACE. 5. SPEAKERS ARE TO HAVE A MINIMUM DISTANCE OF 15' -0" FROM THE CASHWRAP. ANY SPEAKER WITHIN 30' -0" OF CASHWRAP SHOULD BE TAPPED DOWN. 6. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. TRIM -1 TRIM -2 s "e "6' DISPLAY "SPIDER TRACK" NOTES CONTRACTOR TO INSTALL A VISUAL DISPLAY TRACK SYSTEM IN THE STOREFRONT DISPLAY WINDOWS WHERE NOTED ON THE RCP. ATTACH TRACK TO CEILING WITH TOGGLE BOLTS, IF TOGGLE BOLTS AREN'T POSSIBLE USE COUNTERSUNK FLAT -HEAD SCREWS. DO NOT USE DRYWALL SCREWS. (CONTRACTOR TO INSTALL THE TRACK ONLY, NOT ANY ANCILLARY DEVICES, TROLLEYS, ETC). THE TRACK COMES IN 8' LENGTHS AND IS TO BE CENTERED IN EACH WINDOW WHERE SHOWN. MINIMUM LENGTH OF TRACK IS 12" BELOW I5 A DESCRIPTION AS TO HOW THE TRACK NEEDS TO BE PLACED: ROW 1 IS TO BE MOUNTED PARALLEL TO THE STOREFRONT AND 6" OFF OF THE GLASS. ROW 2 IS TO BE MOUNTED PARALLEL TO THE STOREFRONT AND 12" OFF OF THE GLASS. ROW 3 IS TO BE MOUNTED PARALLEL TO THE STOREFRONT AND 24" OFF OF THE GLASS. NOTE: CONTRACTOR TO PAY CLOSE ATTENTION, SO NOT TO RUN THE TRACK OVER THE RECESSED SPRINKLER HEADS AT THE STOREFRONT AND TO MAINTAIN A 3" CLEARANCE FROM LIGHT FIXTURES TO PREVENT DRILLING INTO A TRANSFORMER. MINIMUM LENGTH OF TRACK TO BE 12" CONTACT INFO: ROSE DISPLAYS, LTD. 35 CONGRESS STREET SALEM, MA 01970 8' 0" SECTION OF SPIDER TRACK. TYPICAL SEE NOTE ON THIS SHEET FOR ADDITIONAL INFORMATION, GYP. BD. 10' - 1 3/4 A. F. F. GYP. BD. 13' - 7" A.F.F. F ' FLAT 8' -0" SECTION OF SPIDER TRACK. TYPICAL SEE NOTE ON THIS SHEET FOR ADDITIONAL INFORMATION. TRIM -1 FIRE SPRINKLER NOTES EXISTING SPRINKLER SYSTEMS ARE TO BE MODIFIED BY THE GENERAL CONTRACTOR TO ACCOMMODATE NEW CONSTRUCTION AND ALL APPLICABLE LOCAL CODES AND RULES. THE GENERAL CONTRACTOR IS TO SUBMIT ALL NECESSARY DRAWINGS AND DATA TO THE APPROPRIATE LOCAL OFFICIALS FOR REVIEW AND /OR APPROVAL AS REQUIRED. SPRINKLER HEAD LOCATIONS SHALL BE INTENTIONAL AND IN LINE WITH LIGHT FIXTURES (FROM FRONT TO BACK OF STORE). ADDITIONAL HEADS MAY BE USED TO ACCOMPLISH THIS. SPRINKLER HEADS ARE TO BE CONCEALED TO MATCH CEILING COLOR. SPRINKLER HEADS AT STOREFRONT, IN SHOWCASE WINDOWS, IN HARD SURFACE CEILING AND /OR AS DIRECTED BY LANDLORD OR WHERE VISIBLE BY THE PUBLIC ARE TO BE CONCEALED TYPE. SEMI - RECESSED, CONCEALED, OR SURFACE MOUNTED HEADS ARE TO BE USED IN AREAS NOT VISIBLE BY CUSTOMERS, AND /OR AS DIRECTED BY THE LANDLORD. HEADS SHALL BE PURE WHITE. COLOR OF CONCEALED SPRINKLER COVERS ARE TO MATCH COLOR OF CEILING IN THAT AREA. FIRE SUPPRESSION SPRINKLER SYSTEM SHALL CONSIST OF AN ASSEMBLY OF PIPING FOR WHICH THE DESIGN, DRAWINGS AND CALCULATIONS SHALL HAVE BEEN PREPARED BY THE LANDLORD'S LICENSED SPRINKLER CONTRACTOR FOR SUBMITTAL TO, AND APPROVED BY THE LANDLORD'S INSURANCE UNDERWRITER, AND ALL OTHER APPLICABLE GOVERNING AGENCIES. THE TENANT'S FIRE SUPPRESSION SPRINKLER SYSTEM SHALL BE SERVED BY A SINGLE CONNECTION TO THE LANDLORD'S FIRE PROTECTION MAIN PIPING SYSTEM, AT A POINT AS DIRECTED BY THE LANDLORD'S MALL OPERATIONS DIRECTOR. COMPLY WITH THE SPECIFIC REQUIREMENTS OF THE OVERALL PROJECT DEVELOPMENT, AND BE CONSISTENT WITH THE REQUIREMENTS OF THE OVERALL PROJECT DEVELOPMENT, AND BE CONSISTENT WITH THE REQUIREMENTS AS OUTLINED IN THE LEASE EXHIBITS AND DOCUMENTS. THE SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS OFF -SITE. T. L01.11, Mr) f•1, 10877 WATSON ROAD PkOJLU I MANAULHS Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com 0: /0I /[8 comet (LIA�A. ATE. F) William A. Randle I•VNlRf " "Ir (1f Rf "�'ll♦••'I� PHONE' 314 d2I • 11 Lic. #6650 Exp. 08/12/08 ., pf•l• li•.ili•l •.i, • iii , ii.1!'! , LJ 11 scale drawn by REFLECTED CEILING PLAN project ' 3071156 I)CA /JER AS indi•aied REFLECTED CEILING PLAN SCHEDULE ALL ITEMS SHOWN TO BE FURNISHED BY TENANT ARE TO BE RECEIVED BY CONTRACTOR MARK A BEM C CC D2 EM1 F X1 X2 DESCRIPTION INDY LIGHTING - COMPACT FLUORESSCENT LENSED WALL WASHER JUNO COMPACT FLUORESCENT OPEN DOWNLIGHT W/ TWO RECESSED 26W TRIPLE TUBES SAME AS "B ". LIGHTLOLIER COMPACT FLOURESCENT OPEN DOWNLIGHT TWO RECESSED 26W TRIPLE TUBE WITH 8" APERATURE WHITE TRIM 4' STRIP FLUORESCENT LIGHT FIXTURE WITH BALLAST HAVING POWER FACTOR LESS THAN .97 AND HARMONIC DISTORTIONS OF LESS THAN 10 %. LCM -DECO PENDANT MULTIPLE RECESSED ADJUSTABLE 2LT T4 METAL HALIDE SURE -LITES FULLY RECESSED (WALUCEILING) 2 HEADED EMERGENCY LIGHT FIXTURE WITH BATTERY BACK -UP AND TEST SWITCH 120V/277 SPECTRUM 7" ADJUSTABLE INCANDESCENT LIGHT ALARMS EDGE -LIT LED EXIT SIGN WITH BATTERY BACK -UP, TEST SWITCH, RED LETTERING ON CLEAR PANEL -FULLY RECESSED CEILING MOUNT ONLY 120/277 ASTRALITE UNIVERSAL LED EXIT SIGN 120/277 W/BATTERY BACK -UP, TEST SWITCH, WHITE PLASTIC LAMP 26W TRIPLE TUBE COMPACT FLUORESCENT (2) 26 W TRIPLE TUBE (2) 26 W TRIPLE TUBE (2) F32 T8/TL 830 /ALTO (1) 26W PL LAMP (2) CDM -20TC PAR 30 PROVIDED BY WHBM Yes Yes Yes Yes Yes Yes No No Yes PROVIDED BY WHBM CONTRACTOR No No No No No Yes Yes No INSTALLED BY WHBM No No No No No No INSTALLED BY WHBM SHARED CONTRACTOR RESPONSIBILITY Yes Yes Yes Yes Yes Yes No No No No EXISTING No No No No No No zow .47 0 0 • AMOVAr mrr. 4 , oi- - re i"A 2' -0" 12' -0" 12' -0" C 0 w w C E w• 1 GYP. BD. 8' - 0" A.F.F. 2'x4'grid 11' - 0" A.F.F. REFLECTED CEILING PLAN K19/' SCALE = 3/16 = 1 -0 3' -0" I 3' -0" 4' -0" I B 2' -8" 2' -1" 1' -11" 2' 2' 0" 24' - 1 1/4" 1 " 1 1 - 1 1 " 2 ' - 1 " 1' -11 f2' -1" 1' -11� 1' 10 1/4"-)\ 2 0" 2 }0" 2'-0" I2' -0" RCP CONSTRUCTION NOTES 4' - 1 1/4" 201 CONTRACTOR SHALL PROVIDE AND INSTALL GYP. BD. CLG.. NOTE THAT ALL TRIM RINGS AND FLANGES FOR LIGHTING AND MECHANICAL SYSTEMS TO BE CAULKED AROUND FOR A CLEAN, GAP FREE, CONNECTION TO CLG. WITH A PAINTABLE WHITE SILICONE SEALER.CONTRACTOR NOT TO PAINT COVERS, LIGHTS OR TRIMS. VERIFY TO SEAL IN PLACE ONLY THOSE ITEMS THAT WON'T ADVERSELY AFFECT FUTURE MAINTENANCE. 202 CONTRACTOR SHALL PROVIDE AND INSTALL 24 "X24" CEILING ACCESS PANEL. PANEL TO BE BY 'INTEX FORMS. INC., MODEL #AP24- WHITE, PH#(408) 846 -5667. EXACT PANEL LOCATIONS, QUANTITIES, AND /OR REQUIREMENTS, TO BE DETERMINED BY CONTRACTOR FOR OPTIMUM ACCESS TO TRANSFORMER'S, MECHANICAL, PLUMBING, FIRE SPRINKLER LINES, ETC.. CONTRACTOR FINISH ACCESS PANEL TO MATCH ADJACENT CEILING. COORDINATE ACCESS REQUIREMENTS WITH ALL TRADES, LL REP. AND BUILDING OFFICIALS. 203 CONTRACTOR TO INSTALL OWNER SUPPLIED LIGHTING AS PER REF. CLG. PLAN. SEE LIGHTING LEGEND THIS SHEET AND ELEC. DRAWINGS FOR ADDITIONAL INFORMATION. No No 207 DOWNLIGHT FIXTURE TO BE CENTERED IN SPACE OR AS SHOWN, U.N.O.. SEE LIGHTING LEGEND THIS SHEET AND ELEC. DWGS FOR ADDITIONAL INFORMATION. 208 PENDANT LIGHT FIXTURE. SEE LIGHTING LEGEND THIS SHEET AND ELEC. DWGS FOR ADDITIONAL INFORMATION. 210 CONTRACTOR TO PROVIDE SPRINKLERS THROUGHOUT SPACE (REFER TO NOTE 15 ON SHEET AO FOR TYPE). No No SPRINKLER CONTRACTOR TO SUBMIT ALL SHOP DRAWINGS AND CALCULATIONS TO L.L. AND ALL GOVERNING AUTHORITIES AS REQ'D. SPRINKLER LAY -OUT MUST BE SENSITIVE TO LAY -OUT OF CEILING, LIGHTS, AND MECHANICAL ITEMS. SHOP DRAWINGS SHOWING ALL CEILING ELEMENTS, I.E. LIGHTS, MECHANICAL ITEMS. MUST BE SUBMITTED TO G.C. FOR APPROVAL. ALL SPRINKLER WORK TO BE UNDER SEPARATE PERMIT. No No 211 CONTRACTOR TO CENTER A.C.T. GRID IN BACKROOM. SEE DETAIL 1 /A2.1 FOR ADDITIONAL INFORMATION. No No 212 CONTRACTOR TO LOCATE LIGHT IN DISPLAY WINDOW AS CLOSE AS POSSIBLE TO THE WINDOW. 1 2'-3 2'-0 " 2' -0" r 2' -0" 2'-0" 2' -0" 2' -0" 2' -0 " 2' -0" 2' -0" 2' -0" r 2'-0" 2' -0" 111/2"1 X 2' -0" 2' -0" 12' -0" 28' - 4 5/8" GENERAL RCP NOTES: 1. ALL DIMENSIONS ARE TO FINISH FACE OF PARTITIONS. 2. REFER TO SHEET A1.0 FOR FINISH SCHEDULE AND NOTES. 3. GENERAL CONTRACTOR TO NOT PAINT SPEAKER COVERS, LIGHTS, TRIM, ETC. 4. ALL LIGHTING TRIM TO BE IN LINE THROUGHOUT STORE, RUNNING PARALLEL TO EACH OTHER THROUGHOUT SPACE. 5. SPEAKERS ARE TO HAVE A MINIMUM DISTANCE OF 15' -0" FROM THE CASHWRAP. ANY SPEAKER WITHIN 30' -0" OF CASHWRAP SHOULD BE TAPPED DOWN. 6. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. TRIM -1 TRIM -2 s "e "6' DISPLAY "SPIDER TRACK" NOTES CONTRACTOR TO INSTALL A VISUAL DISPLAY TRACK SYSTEM IN THE STOREFRONT DISPLAY WINDOWS WHERE NOTED ON THE RCP. ATTACH TRACK TO CEILING WITH TOGGLE BOLTS, IF TOGGLE BOLTS AREN'T POSSIBLE USE COUNTERSUNK FLAT -HEAD SCREWS. DO NOT USE DRYWALL SCREWS. (CONTRACTOR TO INSTALL THE TRACK ONLY, NOT ANY ANCILLARY DEVICES, TROLLEYS, ETC). THE TRACK COMES IN 8' LENGTHS AND IS TO BE CENTERED IN EACH WINDOW WHERE SHOWN. MINIMUM LENGTH OF TRACK IS 12" BELOW I5 A DESCRIPTION AS TO HOW THE TRACK NEEDS TO BE PLACED: ROW 1 IS TO BE MOUNTED PARALLEL TO THE STOREFRONT AND 6" OFF OF THE GLASS. ROW 2 IS TO BE MOUNTED PARALLEL TO THE STOREFRONT AND 12" OFF OF THE GLASS. ROW 3 IS TO BE MOUNTED PARALLEL TO THE STOREFRONT AND 24" OFF OF THE GLASS. NOTE: CONTRACTOR TO PAY CLOSE ATTENTION, SO NOT TO RUN THE TRACK OVER THE RECESSED SPRINKLER HEADS AT THE STOREFRONT AND TO MAINTAIN A 3" CLEARANCE FROM LIGHT FIXTURES TO PREVENT DRILLING INTO A TRANSFORMER. MINIMUM LENGTH OF TRACK TO BE 12" CONTACT INFO: ROSE DISPLAYS, LTD. 35 CONGRESS STREET SALEM, MA 01970 8' 0" SECTION OF SPIDER TRACK. TYPICAL SEE NOTE ON THIS SHEET FOR ADDITIONAL INFORMATION, GYP. BD. 10' - 1 3/4 A. F. F. GYP. BD. 13' - 7" A.F.F. F ' FLAT 8' -0" SECTION OF SPIDER TRACK. TYPICAL SEE NOTE ON THIS SHEET FOR ADDITIONAL INFORMATION. TRIM -1 FIRE SPRINKLER NOTES EXISTING SPRINKLER SYSTEMS ARE TO BE MODIFIED BY THE GENERAL CONTRACTOR TO ACCOMMODATE NEW CONSTRUCTION AND ALL APPLICABLE LOCAL CODES AND RULES. THE GENERAL CONTRACTOR IS TO SUBMIT ALL NECESSARY DRAWINGS AND DATA TO THE APPROPRIATE LOCAL OFFICIALS FOR REVIEW AND /OR APPROVAL AS REQUIRED. SPRINKLER HEAD LOCATIONS SHALL BE INTENTIONAL AND IN LINE WITH LIGHT FIXTURES (FROM FRONT TO BACK OF STORE). ADDITIONAL HEADS MAY BE USED TO ACCOMPLISH THIS. SPRINKLER HEADS ARE TO BE CONCEALED TO MATCH CEILING COLOR. SPRINKLER HEADS AT STOREFRONT, IN SHOWCASE WINDOWS, IN HARD SURFACE CEILING AND /OR AS DIRECTED BY LANDLORD OR WHERE VISIBLE BY THE PUBLIC ARE TO BE CONCEALED TYPE. SEMI - RECESSED, CONCEALED, OR SURFACE MOUNTED HEADS ARE TO BE USED IN AREAS NOT VISIBLE BY CUSTOMERS, AND /OR AS DIRECTED BY THE LANDLORD. HEADS SHALL BE PURE WHITE. COLOR OF CONCEALED SPRINKLER COVERS ARE TO MATCH COLOR OF CEILING IN THAT AREA. FIRE SUPPRESSION SPRINKLER SYSTEM SHALL CONSIST OF AN ASSEMBLY OF PIPING FOR WHICH THE DESIGN, DRAWINGS AND CALCULATIONS SHALL HAVE BEEN PREPARED BY THE LANDLORD'S LICENSED SPRINKLER CONTRACTOR FOR SUBMITTAL TO, AND APPROVED BY THE LANDLORD'S INSURANCE UNDERWRITER, AND ALL OTHER APPLICABLE GOVERNING AGENCIES. THE TENANT'S FIRE SUPPRESSION SPRINKLER SYSTEM SHALL BE SERVED BY A SINGLE CONNECTION TO THE LANDLORD'S FIRE PROTECTION MAIN PIPING SYSTEM, AT A POINT AS DIRECTED BY THE LANDLORD'S MALL OPERATIONS DIRECTOR. COMPLY WITH THE SPECIFIC REQUIREMENTS OF THE OVERALL PROJECT DEVELOPMENT, AND BE CONSISTENT WITH THE REQUIREMENTS OF THE OVERALL PROJECT DEVELOPMENT, AND BE CONSISTENT WITH THE REQUIREMENTS AS OUTLINED IN THE LEASE EXHIBITS AND DOCUMENTS. THE SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS OFF -SITE. T. L01.11, Mr) f•1, 10877 WATSON ROAD PkOJLU I MANAULHS Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com 0: /0I /[8 comet (LIA�A. ATE. F) William A. Randle I•VNlRf " "Ir (1f Rf "�'ll♦••'I� PHONE' 314 d2I • 11 Lic. #6650 Exp. 08/12/08 ., pf•l• li•.ili•l •.i, • iii , ii.1!'! , LJ 11 scale drawn by REFLECTED CEILING PLAN project ' 3071156 I)CA /JER AS indi•aied REFLECTED CEILING PLAN SCHEDULE ALL ITEMS SHOWN TO BE FURNISHED BY TENANT ARE TO BE RECEIVED BY CONTRACTOR MARK A BEM C CC D2 EM1 F X1 X2 DESCRIPTION INDY LIGHTING - COMPACT FLUORESSCENT LENSED WALL WASHER JUNO COMPACT FLUORESCENT OPEN DOWNLIGHT W/ TWO RECESSED 26W TRIPLE TUBES SAME AS "B ". LIGHTLOLIER COMPACT FLOURESCENT OPEN DOWNLIGHT TWO RECESSED 26W TRIPLE TUBE WITH 8" APERATURE WHITE TRIM 4' STRIP FLUORESCENT LIGHT FIXTURE WITH BALLAST HAVING POWER FACTOR LESS THAN .97 AND HARMONIC DISTORTIONS OF LESS THAN 10 %. LCM -DECO PENDANT MULTIPLE RECESSED ADJUSTABLE 2LT T4 METAL HALIDE SURE -LITES FULLY RECESSED (WALUCEILING) 2 HEADED EMERGENCY LIGHT FIXTURE WITH BATTERY BACK -UP AND TEST SWITCH 120V/277 SPECTRUM 7" ADJUSTABLE INCANDESCENT LIGHT ALARMS EDGE -LIT LED EXIT SIGN WITH BATTERY BACK -UP, TEST SWITCH, RED LETTERING ON CLEAR PANEL -FULLY RECESSED CEILING MOUNT ONLY 120/277 ASTRALITE UNIVERSAL LED EXIT SIGN 120/277 W/BATTERY BACK -UP, TEST SWITCH, WHITE PLASTIC LAMP 26W TRIPLE TUBE COMPACT FLUORESCENT (2) 26 W TRIPLE TUBE (2) 26 W TRIPLE TUBE (2) F32 T8/TL 830 /ALTO (1) 26W PL LAMP (2) CDM -20TC PAR 30 PROVIDED BY WHBM Yes Yes Yes Yes Yes Yes No No Yes PROVIDED BY WHBM CONTRACTOR No No No No No Yes Yes No INSTALLED BY WHBM No No No No No No INSTALLED BY WHBM SHARED CONTRACTOR RESPONSIBILITY Yes Yes Yes Yes Yes Yes No No No No EXISTING No No No No No No LATERAL FORCE BRACING NOT TO EXCEED 12' -0" IN BOTH DIRECTIONS W/ FIRST POINT WITHIN 6" OF EACH WALL. — 3/8" AT TWO 7 ADJACENT WALLS OR 3/4" AT ALL FOUR WALLS. SEE NOTE 6. 2" MIN. SEE NOT 6 WALL TRIM, SECURE TO WALL AND CROSS MEMBER. LIGHT FIXTURE, PROVIDE (2) #12 WIRES SLACK @ EACH LIGHT FIXTURE DIFFUSERS /GRILLES ETC., PROVIDE (2) #12 WIRES SLACK @ EACH UNIT. A2.1 / SCALE = 1 1/2" = 1' -0" DETAIL 'A' OF CEILING AT WALL i ., mi ,.... mai lowi Nem FAI r. 1.• i Mr 1.1 i Aii MAIN TEE. PARTITION —SEE FLOOR. CROSS TEE EACH WAY. SUSPENSION WIRES AT 4' -0" O.C. ACTUAL LOCATION TO BE DETERMINED IN FIELD. ACT FRAMING DETAILS 12 GA. VERTICAL HANGER WIRE AT 4' -0" EACH WAY W/ MIN. 3 TURNS IN 1 1/2' AT BOTH ENDS OF WIRE (TYP.) 12 GA. BRACING WIRE W/ MIN, 4 TURNS IN 1 1/2" AT BOTH ENDS OF WIRE (TYP.) AT EACH VERTICAL STRUT. CROSS TEE. COMPRESSION STRUT W/ (4) #12 HANGER WIRE TIES SLOPED AT 45 IN 4 DIRECTIONS @ 12' -0' 0.C. ON ALL MAIN TEES. #12 HANGER WIRE AT 6" AWAY FROM WALL ON ALL CROSS AND MAIN TEES. CONTINUOUS HORIZ. SPREADER BARS AT FREE ENDS ONLY WHEN A 90 DEGREE INTERSECTING CROSS OR MAIN IS MORE THAN 8" FROM THE PERIMETER WALL. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. TO PREVENT SPREADING OF RUNNERS. NQTES: 1. VERTICAL STRUTS AT 12' -0" 0.0. EACH WAY WITH THE FIRST POINT TO BE 4' -0" FROM EACH WALL FASTENED TO MAIN RUNNERS & STRUCTURAL ABOVE. 2. THE STRUT SHALL BE VERTICAL, AND SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUMB. 3. THE REQUIREMENTS OF THE CODE. OTHER DESIGN CONFIGURATIONS MUST CONFORM TO THE DESIGN REQUIREMENTS OF THE CURRENT EDITION . 4. EACH STRUT MUST BE ACCOMPANIED BY TENSION WIRE. LOCATED ON THE INSIDE OR IMMEDIATELY ADJACENT TO (WITHIN ONE INCH) AND PARALLEL TO THE STRUT. 5. PRE MANUFACTURED STRUTS ARE AVAILABLE AND MAY BE INSTALLED ACCORDING TO THEIR LISTING AND /OR INSTALLATION INSTRUCTIONS. 6. FOR AREAS WITH SPAN IN EITHER DIRECTION LESS THAN 25' -0" MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER OF TWO ADJACENT WALL WITH 3/8" CLEARANCE BETWEEN THE RUNNERS AND THE OTHER TWO WALLS. WHERE THE SPAN OF THE CEILING SYSTEM BETWEEN PERIMETER WALLS EXCEED 25' —O" IN BOTH DIRECTIONS, A MIN. WALL ANGLE SIZE WITH LEG OF AT LEAST TWO INCHES HORIZONTAL SHALL BE USED AT THE PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITION. THE FIRST TILIBHALL BE 3/4" CLEAR FROM WALL SURFACE. ALLOWABLE LENGTH MATERIALS TRADE SIZE EMTx IMCx OR RMCx PIPE 1 /2" 2' -8" 4' -4'' 3/4" 4 - 4" 5' -7" 1" 6' -7" 7' -O" 1 1 /4" 10' -5" UNDERSIDE OF FLOOR OR ROOF ABOVE. SEE STRUCT. FOR CONNECTIONS. COMPRESSION STRUTS SHALL EXTEND TIGHT TO CEILING GRID. THEN TO STRUCTURE ABOVE, THEN INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP 4" MIN. WHEN FULLY EXTENDED. CROSS RUNNER. MAIN RUNNER. SLOT END OF TUBE TO FIT OVER RUNNER. COMPRESSION STRUT NO. 12 GA. VERTICAL HANGER WIRE (SET CEILING GRID LEVEL BEFORE SETTING TUBE.) SEE NOTE ABOVE FOR COMPRESSION STRUT. DRILL 5/32" HOLE & INSTALL 1/8" BOLT & LOCKING UNIT. 12 GA. SPLAY WIRES IN PLANE OF RUNNERS W/ 4 TURNS IN 1 1/2" TYP. @ 45° TO VERTICAL. SECURE WITHIN 2" OF INTERSECTION. GYPSUM BOARD DETAIL 1 1/2" x 16 GA. CHANNELS @ 12' -0" 0.C. EACH WAY. 9 GA. HANGER WIRE AT 4' -0" 0.C. (MAX.) AND NOT MORE THAN 6" FROM END OF RUN. METAL FURRING CHANNELS AT 24" 0.C. (MAX.) AND NOT MORE THAN 6" FROM WALL (BLACK IRON). 1 1/2" METAL CHANNEL AT 4' -0" 0.C. (MAX.) AND NOT MORE THAN 6" FROM WALL. 1. ALL SUPPORTS TO BE FROM TOP OF STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. 2. CEILING SUPPORT SHALL COMPLY WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION REV/IEVVED FOR CODE COMPLIANCE I APPROVED MAR - 3 2008 City Of Tu'kwiia BUILDI DI VISICN -I RECEIVED FEB 2 2 2008 PERMIT CENTER MA\ aYiT) F,.` l 2 / 1 l 1 Hi / I / WA I `� ^I INq I', O A 1 I VU.I �, 1 MANAL;l 1 \ `. Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.com 02/01/08 Comm FEB 2 1 2008 REGISTERED A RA ITECT William A. Bandle PkOF F S AI l)1 RF is HRl PHONE• 314-82! 1 1011 Lic. #6650 Exp. 08/12/08 The prur u1ul ((t rr - ir�l r , r , , ( •l , Incl n(LVU1i REFLECTED CEILING DETAILS project checked by scale 207656 1 1/2" = 1' -0., = Ell El MilE1 MI LATERAL FORCE BRACING NOT TO EXCEED 12' -0" IN BOTH DIRECTIONS W/ FIRST POINT WITHIN 6" OF EACH WALL. — 3/8" AT TWO 7 ADJACENT WALLS OR 3/4" AT ALL FOUR WALLS. SEE NOTE 6. 2" MIN. SEE NOT 6 WALL TRIM, SECURE TO WALL AND CROSS MEMBER. LIGHT FIXTURE, PROVIDE (2) #12 WIRES SLACK @ EACH LIGHT FIXTURE DIFFUSERS /GRILLES ETC., PROVIDE (2) #12 WIRES SLACK @ EACH UNIT. A2.1 / SCALE = 1 1/2" = 1' -0" DETAIL 'A' OF CEILING AT WALL i ., mi ,.... mai lowi Nem FAI r. 1.• i Mr 1.1 i Aii MAIN TEE. PARTITION —SEE FLOOR. CROSS TEE EACH WAY. SUSPENSION WIRES AT 4' -0" O.C. ACTUAL LOCATION TO BE DETERMINED IN FIELD. ACT FRAMING DETAILS 12 GA. VERTICAL HANGER WIRE AT 4' -0" EACH WAY W/ MIN. 3 TURNS IN 1 1/2' AT BOTH ENDS OF WIRE (TYP.) 12 GA. BRACING WIRE W/ MIN, 4 TURNS IN 1 1/2" AT BOTH ENDS OF WIRE (TYP.) AT EACH VERTICAL STRUT. CROSS TEE. COMPRESSION STRUT W/ (4) #12 HANGER WIRE TIES SLOPED AT 45 IN 4 DIRECTIONS @ 12' -0' 0.C. ON ALL MAIN TEES. #12 HANGER WIRE AT 6" AWAY FROM WALL ON ALL CROSS AND MAIN TEES. CONTINUOUS HORIZ. SPREADER BARS AT FREE ENDS ONLY WHEN A 90 DEGREE INTERSECTING CROSS OR MAIN IS MORE THAN 8" FROM THE PERIMETER WALL. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. TO PREVENT SPREADING OF RUNNERS. NQTES: 1. VERTICAL STRUTS AT 12' -0" 0.0. EACH WAY WITH THE FIRST POINT TO BE 4' -0" FROM EACH WALL FASTENED TO MAIN RUNNERS & STRUCTURAL ABOVE. 2. THE STRUT SHALL BE VERTICAL, AND SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUMB. 3. THE REQUIREMENTS OF THE CODE. OTHER DESIGN CONFIGURATIONS MUST CONFORM TO THE DESIGN REQUIREMENTS OF THE CURRENT EDITION . 4. EACH STRUT MUST BE ACCOMPANIED BY TENSION WIRE. LOCATED ON THE INSIDE OR IMMEDIATELY ADJACENT TO (WITHIN ONE INCH) AND PARALLEL TO THE STRUT. 5. PRE MANUFACTURED STRUTS ARE AVAILABLE AND MAY BE INSTALLED ACCORDING TO THEIR LISTING AND /OR INSTALLATION INSTRUCTIONS. 6. FOR AREAS WITH SPAN IN EITHER DIRECTION LESS THAN 25' -0" MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER OF TWO ADJACENT WALL WITH 3/8" CLEARANCE BETWEEN THE RUNNERS AND THE OTHER TWO WALLS. WHERE THE SPAN OF THE CEILING SYSTEM BETWEEN PERIMETER WALLS EXCEED 25' —O" IN BOTH DIRECTIONS, A MIN. WALL ANGLE SIZE WITH LEG OF AT LEAST TWO INCHES HORIZONTAL SHALL BE USED AT THE PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITION. THE FIRST TILIBHALL BE 3/4" CLEAR FROM WALL SURFACE. ALLOWABLE LENGTH MATERIALS TRADE SIZE EMTx IMCx OR RMCx PIPE 1 /2" 2' -8" 4' -4'' 3/4" 4 - 4" 5' -7" 1" 6' -7" 7' -O" 1 1 /4" 10' -5" UNDERSIDE OF FLOOR OR ROOF ABOVE. SEE STRUCT. FOR CONNECTIONS. COMPRESSION STRUTS SHALL EXTEND TIGHT TO CEILING GRID. THEN TO STRUCTURE ABOVE, THEN INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP 4" MIN. WHEN FULLY EXTENDED. CROSS RUNNER. MAIN RUNNER. SLOT END OF TUBE TO FIT OVER RUNNER. COMPRESSION STRUT NO. 12 GA. VERTICAL HANGER WIRE (SET CEILING GRID LEVEL BEFORE SETTING TUBE.) SEE NOTE ABOVE FOR COMPRESSION STRUT. DRILL 5/32" HOLE & INSTALL 1/8" BOLT & LOCKING UNIT. 12 GA. SPLAY WIRES IN PLANE OF RUNNERS W/ 4 TURNS IN 1 1/2" TYP. @ 45° TO VERTICAL. SECURE WITHIN 2" OF INTERSECTION. GYPSUM BOARD DETAIL 1 1/2" x 16 GA. CHANNELS @ 12' -0" 0.C. EACH WAY. 9 GA. HANGER WIRE AT 4' -0" 0.C. (MAX.) AND NOT MORE THAN 6" FROM END OF RUN. METAL FURRING CHANNELS AT 24" 0.C. (MAX.) AND NOT MORE THAN 6" FROM WALL (BLACK IRON). 1 1/2" METAL CHANNEL AT 4' -0" 0.C. (MAX.) AND NOT MORE THAN 6" FROM WALL. 1. ALL SUPPORTS TO BE FROM TOP OF STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. 2. CEILING SUPPORT SHALL COMPLY WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION REV/IEVVED FOR CODE COMPLIANCE I APPROVED MAR - 3 2008 City Of Tu'kwiia BUILDI DI VISICN -I RECEIVED FEB 2 2 2008 PERMIT CENTER MA\ aYiT) F,.` l 2 / 1 l 1 Hi / I / WA I `� ^I INq I', O A 1 I VU.I �, 1 MANAL;l 1 \ `. Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.com 02/01/08 Comm FEB 2 1 2008 REGISTERED A RA ITECT William A. Bandle PkOF F S AI l)1 RF is HRl PHONE• 314-82! 1 1011 Lic. #6650 Exp. 08/12/08 The prur u1ul ((t rr - ir�l r , r , , ( •l , Incl n(LVU1i REFLECTED CEILING DETAILS project checked by scale 207656 1 1/2" = 1' -0., FIXTURE SCHEDULE KEYNOTE FIXTURE DISCRIPTION PROVIDED BY OWNER PROVIDED BY FIXTURE SUPPLIER PROVIDED BY CONTRACTOR INSTALLED BY FIXTURE SUPPLIER INSTALLED BY CONTRACTOR INSTALLED BY EXISTING Al FITTING ROOM MIRROR, WALL HUNG: 1/4" PLATE GLASS MIRROR - 2' -6 "W x 6' -0 "H. ENTIRE MIRROR BY FIXTURE VENDOR, HINGED SIDE TOWARDS DOOR OPENING. SEE 2/A3.0 AND SHEET A3.2 FOR REQUIRED STRAPPING /BLOCKING INFO Yes Yes No No Yes No B1 WALL MOUNTED MIRROR: 1/4" PLATE GLASS MIRROR - 3' - 0 "W x 93 1/2 "T. FIXTURE VENDOR TO SUPPLY FRAME. SEE DETAIL 2/A3.0 FOR REQUIRED STRAPPING /BLOCKING Yes Yes No No Yes No E SALES AREA HANG BAR SYSTEM. SEE DETAIL 2/A3.0 FOR REQUIRED STRAPPING Yes Yes No No Yes No F ADJUSTABLE DRESSMAKER FORM Yes Yes No No Yes No H CASHWRAP, BACKWRAP (8' -0" x 2' -0 "): ARCH 11' -0" x 1' -6 ". SEE DETAIL 3 AND 4/A3.3 Yes Yes No No Yes No I HANGING 2 WAY FIXTURE - 18 "D x 18 "W x 70 "H Yes Yes No No Yes No J HANGING FIXTURE - 18 "D x 48 "W x 63 "H Yes Yes No No Yes No K JEWELERY CASE - 24 "D x 36 "W x 46 "H Yes Yes No No Yes No L DISPLAY TABLE - 24 "D x 48 "W x 30 "H Yes Yes No No Yes No M ROUND DISPLAY TABLE - 36" DIA. x 35 "H Yes Yes No No Yes No 0 WALL MOUNTED ACCESSORIES LADDER - 24 "W x 108 "H x13 "D Yes Yes No No Yes No Q FITTING ROOM CHAIR - 26 "W x 26 "W x 43 "H. VERIFY LOCATION WITH OWNER No Yes No No Yes No R SQUARE TABLE - 18 "D x 18 "D x 18 "H. VERIFY LOCATION WITH OWNER Yes Yes No No Yes No S ACCESSORIES BENCH - 18 "W x 78 "D x 18 "H. VERIFY LOCATION WITH OWNER No Yes No No Yes No T2 LOUNGE AREA 3 -WAY MIRROR - 104 "W x 84 "TALL. SEE 2/A3.0 FOR STRAPPING DETAILS. No Yes No No Yes No U DRESSING ROOM STOOL -1 PER FITTING ROOM Yes Yes No No Yes No V DRESSING ROOM ACESSIBLE BENCH - 24 "D x 45 "W x 18 "H. PLACE IN ACCESSIBLE FITTING ROOM ACROSS FROM MIRROR Yes Yes No No Yes No W REFRIGERATOR W/ MICROWAVE SITTING ON TOP Yes No No No Yes No X HANGBAR - NON ADA DRESSING ROOM, 26 "L AT 66" A.F.F. SEE SHEET A3.0 FOR REQUIRED BLOCKING AND STRAPPING No Yes No No Yes No Z HOOKS - (1) AT 48" A.F.F. AND (1) AT 66" A.F.F. SEE SHEET A3.0 FOR REQUIRED BLOCKING /STRAPPING No Yes No No Yes No Z1 BOTTLED WATER DISPENSING UNIT Yes No No No Yes No Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.com �J. LO( JH, M(=) E .512 / 108// WA HDDN NHAD I• HO,IE(: I MANAuI.fkS FIXTURE PLAN I42/0 /08 con William A. Bandle F'RCFES5,I0NAL OE RECORD PHONE• 314 S:21 1100 LIc. #6650 Exp 08/12/08 ,,r r r••. r pr�r- ti•:�ny rin .,J, project drawn by scale 307656 c Mti An indlr'ated CD 0 Co ': 43 Y.i.r Xi r _ - - .vii . rror ' • r ivy ii - - _ r iii - ■ Z ►� Z r- �1 I! (7IA�EI / MIN. ASSEMBLY "H" 4' °ASSEMBLY "G' 6' LEFT 0 ASSEMBLY "A" 18' 5'- 911/16" 6'- 107 /16" 9 9/16" L.±1 a O i{> n ASSEMBLY "G" 6' RIGHT ° ASSEMBLY "A" 18' 60 "x60° CLEAR SPACE 7 1 T 30"x48" CLEAR " 0 1 I SPACE' ri .A., 11 1 i \� I CE AR �/; S 60'x60" e __1 I — t Z SPACE' LL S — 1.. -__J T 2' -Orr 2' -0rr I � I 1 CLEAR •/ I I SPACE FIXTURE PLAN A3.0y SCALE = 3/16" = 1' -0" ALIGN TOP OF MIRROR WITH TOP OF MOLDING b or or 2/ N- // N CD CM 0 — I CLEAR SPACE 24" 2 "1 MIN. 4 "x48 CLEAR I SPACE 7 48 "x48" CLEAR SPACE SALES FLOOR WALL MIRROR CONTRACTOR TO SUPPLY AND INSTALL FIRE RETARDANT WOOD BLOCKING ONLY ATTACHED TO METAL STUDS W/ MODIFIED TRUSS HEAD SCREWS 1" IN FROM EDGES 8" O C. MAX. WALL FIXTURES TRIM -4 TRIM -4 44" WIDE PATH OF EGRESS TRAVEL 24 ", 36 ", OR 60" AS SHOWN ON PLAN CONTRACTOR TO SUPPLY AND INSTALL FIRE RETARDANT WOOD BLOCKING ONLY ATTACHED TO METAL STUDS WI MODIFIED TRUSS HEAD SCREWS 1" IN FROM EDGES 8" O.C. MAX. iz +_••=� =a►_ iffiariswagsierammtimmarininimirAmmamismosi CV CD .■416. MAI.11014.41.4 wa�i. j 7 T 7 nay Nrialr ` 'VAT 10' -0" 2' -0" 2' -0" STRAPPING DETAILS SCALE = 1/4" = 1' -0" 0 CO CONTRACTOR TO SUPPLY AND INSTALL FIRE RETARDANT WOOD BLOCKING ONLY ATTACHED TO METAL STUDS W/ MODIFIED TRUSS HEAD SCREWS 1" IN FROM EDGES 8" O.C. MAX. NMI INII = rdTbm 1: 'ME 11Z01 L . 74 CD Pv lir A COMA MY*" I w4' Elie Air AIL 2' -0" 2' -Orr 2' Orr CONTRACTOR TO SUPPLY AND INSTALL FIRE RETARDANT WOOD BLOCKING ONLY ATTACHED TO METAL STUDS W/ MODIFIED TRUSS HEAD SCREWS 1" IN FROM EDGES 8" 0.0. MAX. FASTEN TO WALL USING Z -CLIPS 3 -WAY MIRROR TRIM -4 TRIM - 4 2' -0" GENERAL WALL GRID INSTALLATION STEPS: 'I. INSTALL PLYWOOD TO SUB WALL. 2. INSTALL GRID WALL TO PLYWOOD. DRY FIT AND LEVEL ALL FIXTURES. 3. REMOVE FIXTURES. 4. INSTALL HAT CHANNEL SHORT OF SUB FRAME. 5. INSTALL GYPSUM BOARD. ATTACH TO HAT CHANNELS ONLY. 44" WIDE PATH OF EGRESS TRAVEL REVIEWED COMPLIANCE CODE APPROVED MAR - 3 200E City Of Tukwila BUILDIN DIVISION FEB 2 2 2008 PERMIT DENTEFB LL Q LL P -1 FLAT TRIM-4 OPEN TO` - BEYOND (TRIM-4 STOREFRONT ELEVATION SCALE = 1 /4" = 1' -0" 6" RADIUS — SHELVES AND STANDARDS, REFER TO 1 & 2 A/5.2. 6 (RIM -4 OPEN TO` -BEYOND-. CLOSET AREA TO FRONT ROOM A3V SCALE - 1/4" = 1' -0" OPEN TO BEYOND / \ AA3"; SCALE = 1 /4" = 1' -0" A3.1 SCALE = 1 /4" = 1' -0" OPEN TO BEYOND / "-OPEN TO-' FRONT ROOM — — -"BEYOND `OPEN TO` --BEYOND- — / OPEN TO \ BEYOND o OPEN TO` - BEYOND-- \ / ASSEMBLY 'A' \ / 18' -0" LONG — EGGSHELL SHELVES AND STANDARDS, REFER TO 1 & 2 A/5.2. — — 6" RADIUS FRONT ROOM /CLOSET AREA /THIRD ROOM /LOUNGE AREA TRIM -4 P -1 FLAT LOUNGE AREA/THIRD ROOM /CLOSET AREA/FRONT ROOM 0 ASSEMBLY 'A' 18' -0" LONG C P -1 EGGSHELL TRIM -) TRIM -2) TRIM -5 CENTER APPLIQUE ON CLOSET AREA. 8" RADIUS 8" RADIUS - P -1 ) EGGSHELL TRIM -4 i ELY D' / \ ASSEMBLY 'F' LEFT -c CV N 7 \ 7 N 7 I N 7 I N I N 7 OPEN TO OPEN TO OPEN TO BEYOND BEYOND BEYOND / \ / \ / N. N OPEN TO` OPEN TO` OPEN TO - _ - BEYOND .-BEYOND _ _ - BEYOND _ \ / \ J - TRIM n ASSEMBLY 'G' LEFT \ / 6-0" LONG // RECESSED SHELF STANDARDS C P -1 EGGSHELL I. (TRIM-4)- (RIM-4 8" RADIUS 8" RADIUS TRIM-4) ASSEMBLY 'H' 4' -0' LONG CENTER EGGSHELL APPLIQUE ON CLOSET AREA. (I= 10' -0" LONG RECESSED SHELF STANDARDS 1 A3.2 1 (C",•, 12" RADIUS 12" RADIUS „,-?\\ OPEN TO LOUNGE AREA BEYOND / \ / \ / \ / \ ASSEMBLY 'G' LEFT 6-0" LONG 0 ASSEMBLY 'H' 4' -0" LONG THIRD ROOM TO LOUNGE AREA A3.1 SCALE = 1/4" = 1' -0" TRIM-2) THIRD ROOM TO CLOSET AREA SCALE = 1/4" = 1' -0" / / / / TRIM -4 P -1 ) EGGSHELL PRIM -4) 8' -0" LONG O ASSEMBLY'A' 18' -0" LONG CIO EGGSHELL ■ TRIM -4) REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 3 2.008 City Of Tukwiia' BUILD N DIVISION RECEIVED FEB 2 2 2008 PERMIT CENTER FEB 2 12008 Illiam A. Bandle PROFESSIONAL Of fiELIUkU PHONE. 314 -87 1 - I t OC) Lic. #6650 Exp. 08/12/08 The professional of record is prac ticln. cs an individual T. LOLH, M() (..327 10877 WATSON Nf AC) pROJEC T MANAGCRS Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com u•2 /a /lIE dale comet I■4 =© INTERIOR ELEVATIONS project 307656 drawn by DCA checked by ('M scale 1/4" = I' -0" X13.1 _ \ 1 I II II I - 6" RADIUS — "-OPEN TO--- CLOSET AREA .-- -- - ---. 6" RADIUS = :.Je I a2:.elW - "BEYON D — -"BEYOND"- _ - - - _ II - — — — - — - T LL Q LL P -1 FLAT TRIM-4 OPEN TO` - BEYOND (TRIM-4 STOREFRONT ELEVATION SCALE = 1 /4" = 1' -0" 6" RADIUS — SHELVES AND STANDARDS, REFER TO 1 & 2 A/5.2. 6 (RIM -4 OPEN TO` -BEYOND-. CLOSET AREA TO FRONT ROOM A3V SCALE - 1/4" = 1' -0" OPEN TO BEYOND / \ AA3"; SCALE = 1 /4" = 1' -0" A3.1 SCALE = 1 /4" = 1' -0" OPEN TO BEYOND / "-OPEN TO-' FRONT ROOM — — -"BEYOND `OPEN TO` --BEYOND- — / OPEN TO \ BEYOND o OPEN TO` - BEYOND-- \ / ASSEMBLY 'A' \ / 18' -0" LONG — EGGSHELL SHELVES AND STANDARDS, REFER TO 1 & 2 A/5.2. — — 6" RADIUS FRONT ROOM /CLOSET AREA /THIRD ROOM /LOUNGE AREA TRIM -4 P -1 FLAT LOUNGE AREA/THIRD ROOM /CLOSET AREA/FRONT ROOM 0 ASSEMBLY 'A' 18' -0" LONG C P -1 EGGSHELL TRIM -) TRIM -2) TRIM -5 CENTER APPLIQUE ON CLOSET AREA. 8" RADIUS 8" RADIUS - P -1 ) EGGSHELL TRIM -4 i ELY D' / \ ASSEMBLY 'F' LEFT -c CV N 7 \ 7 N 7 I N 7 I N I N 7 OPEN TO OPEN TO OPEN TO BEYOND BEYOND BEYOND / \ / \ / N. N OPEN TO` OPEN TO` OPEN TO - _ - BEYOND .-BEYOND _ _ - BEYOND _ \ / \ J - TRIM n ASSEMBLY 'G' LEFT \ / 6-0" LONG // RECESSED SHELF STANDARDS C P -1 EGGSHELL I. (TRIM-4)- (RIM-4 8" RADIUS 8" RADIUS TRIM-4) ASSEMBLY 'H' 4' -0' LONG CENTER EGGSHELL APPLIQUE ON CLOSET AREA. (I= 10' -0" LONG RECESSED SHELF STANDARDS 1 A3.2 1 (C",•, 12" RADIUS 12" RADIUS „,-?\\ OPEN TO LOUNGE AREA BEYOND / \ / \ / \ / \ ASSEMBLY 'G' LEFT 6-0" LONG 0 ASSEMBLY 'H' 4' -0" LONG THIRD ROOM TO LOUNGE AREA A3.1 SCALE = 1/4" = 1' -0" TRIM-2) THIRD ROOM TO CLOSET AREA SCALE = 1/4" = 1' -0" / / / / TRIM -4 P -1 ) EGGSHELL PRIM -4) 8' -0" LONG O ASSEMBLY'A' 18' -0" LONG CIO EGGSHELL ■ TRIM -4) REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 3 2.008 City Of Tukwiia' BUILD N DIVISION RECEIVED FEB 2 2 2008 PERMIT CENTER FEB 2 12008 Illiam A. Bandle PROFESSIONAL Of fiELIUkU PHONE. 314 -87 1 - I t OC) Lic. #6650 Exp. 08/12/08 The professional of record is prac ticln. cs an individual T. LOLH, M() (..327 10877 WATSON Nf AC) pROJEC T MANAGCRS Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com u•2 /a /lIE dale comet I■4 =© INTERIOR ELEVATIONS project 307656 drawn by DCA checked by ('M scale 1/4" = I' -0" X13.1 I 1 I II II I = :.Je I a2:.elW a...113 , =::1117 T N/ r, ► l LL Q LL P -1 FLAT TRIM-4 OPEN TO` - BEYOND (TRIM-4 STOREFRONT ELEVATION SCALE = 1 /4" = 1' -0" 6" RADIUS — SHELVES AND STANDARDS, REFER TO 1 & 2 A/5.2. 6 (RIM -4 OPEN TO` -BEYOND-. CLOSET AREA TO FRONT ROOM A3V SCALE - 1/4" = 1' -0" OPEN TO BEYOND / \ AA3"; SCALE = 1 /4" = 1' -0" A3.1 SCALE = 1 /4" = 1' -0" OPEN TO BEYOND / "-OPEN TO-' FRONT ROOM — — -"BEYOND `OPEN TO` --BEYOND- — / OPEN TO \ BEYOND o OPEN TO` - BEYOND-- \ / ASSEMBLY 'A' \ / 18' -0" LONG — EGGSHELL SHELVES AND STANDARDS, REFER TO 1 & 2 A/5.2. — — 6" RADIUS FRONT ROOM /CLOSET AREA /THIRD ROOM /LOUNGE AREA TRIM -4 P -1 FLAT LOUNGE AREA/THIRD ROOM /CLOSET AREA/FRONT ROOM 0 ASSEMBLY 'A' 18' -0" LONG C P -1 EGGSHELL TRIM -) TRIM -2) TRIM -5 CENTER APPLIQUE ON CLOSET AREA. 8" RADIUS 8" RADIUS - P -1 ) EGGSHELL TRIM -4 i ELY D' / \ ASSEMBLY 'F' LEFT -c CV N 7 \ 7 N 7 I N 7 I N I N 7 OPEN TO OPEN TO OPEN TO BEYOND BEYOND BEYOND / \ / \ / N. N OPEN TO` OPEN TO` OPEN TO - _ - BEYOND .-BEYOND _ _ - BEYOND _ \ / \ J - TRIM n ASSEMBLY 'G' LEFT \ / 6-0" LONG // RECESSED SHELF STANDARDS C P -1 EGGSHELL I. (TRIM-4)- (RIM-4 8" RADIUS 8" RADIUS TRIM-4) ASSEMBLY 'H' 4' -0' LONG CENTER EGGSHELL APPLIQUE ON CLOSET AREA. (I= 10' -0" LONG RECESSED SHELF STANDARDS 1 A3.2 1 (C",•, 12" RADIUS 12" RADIUS „,-?\\ OPEN TO LOUNGE AREA BEYOND / \ / \ / \ / \ ASSEMBLY 'G' LEFT 6-0" LONG 0 ASSEMBLY 'H' 4' -0" LONG THIRD ROOM TO LOUNGE AREA A3.1 SCALE = 1/4" = 1' -0" TRIM-2) THIRD ROOM TO CLOSET AREA SCALE = 1/4" = 1' -0" / / / / TRIM -4 P -1 ) EGGSHELL PRIM -4) 8' -0" LONG O ASSEMBLY'A' 18' -0" LONG CIO EGGSHELL ■ TRIM -4) REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 3 2.008 City Of Tukwiia' BUILD N DIVISION RECEIVED FEB 2 2 2008 PERMIT CENTER FEB 2 12008 Illiam A. Bandle PROFESSIONAL Of fiELIUkU PHONE. 314 -87 1 - I t OC) Lic. #6650 Exp. 08/12/08 The professional of record is prac ticln. cs an individual T. LOLH, M() (..327 10877 WATSON Nf AC) pROJEC T MANAGCRS Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com u•2 /a /lIE dale comet I■4 =© INTERIOR ELEVATIONS project 307656 drawn by DCA checked by ('M scale 1/4" = I' -0" X13.1 D2 /nl /na comet t ST. LOUIS, MO 6,5127 10877 WATSON ROAD F'ROJEC T MANAGERS Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com William A. Bandle F'ROFL`✓Sl()NAI. Of RECVRD PHONE .314 - 821 -1100 Lin. #6650 Exp. 08/12/08 the prof?ssi•niul iy prac tic aI, ■ndividu!:l drawn by scale INTERIOR ELEVATIONS project # 007006 D(.A CMS As indicated A3.2 SCALE = 1/2" = 1' -0" 3' -4" t 1' -8" 3' -4" 4' -0" O 4" 1 WALL TRIM LOCATIONS AT THIRD ROOM SCALE = 1/2" = 1' -0" 3 WALL TRIM LOCATIONS AT THIRD ROOM 3' - 4 " 8" 8" 8 �f 3' - 4" n WALL TRIM LOCATIONS AT FRONT ROOM A3. SCALE = 1/2" = 1' -0" WALL TRIM LOCATIONS AT THIRD ROOM SCALE = 1 /2" = 1' -0" 3' -4" 8" )IL b 8" / 4" 3' -4" 4' -0" 1' -8" 8" 8 " 3' -4" c WALL TRIM LOCATIONS AT THIRD ROOM SCALE = 1 /2" = 1' -0" 3' -4" 3' -4" 3' -4" SCALE = 1 /2" = 1' -0" I 3' -4" 8" 8" 8" 3 ' -4 , 8" GRID WALL INSTALLATION STEPS: 1. INSTALL PLYWOOD TO SUB -WALL. 2. INSTALL GRID WALL TO PLYWOOD. DRY FIT AND LEVEL ALL FIXTURES. 3. REMOVE FIXTURES. 4. INSTALL HAT CHANNEL SHORT OF SUB - FRAME. 5. INSTALL GYPSUM BOARD. ATTACH TO HAT CHANNEL ONLY. 8 C 3' - 4" 1' - 8" 1' -8" 3' -4" 1' -8" 1' -8" 8 " / / WALL TRIM LOCATIONS AT FRONT ROOM 3' - 4" 3' - 4" 1 7 8" 3' - 4" 3' -4" 8" �EVIEIIVERT CODE COM APPROVED MAR s 3 2008 City 0f l is BUILOIN ©IVISIO RECEIVED FEB 22 2008 PERMIT CENTEB A3.3 / SCALE = 1/2" = 1' -0" FITTING ROOM NOTES: 1. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING BEHIND DRYWALL SUPPORTED BY STUDS TO FASTEN ALL WALL MOUNTED ACCESSORIES. 2. GENERAL CONTRACTOR TO FASTEN ADA FITTING ROOM BENCH TO WALL. 3. GENERAL CONTRACTOR TO INSTALL MIRROR SO THAT HINGE SIDE OF MIRROR FACES OPENING TO LOUNGE. 4. 1/8" CLEAR PAINTABLE CAULK IS TO BE APPLIED AT BACK OF ALL FITTING ROOM HARDWARE. 5. 5/8" BLACK DRYWALL SCREWS ARE TO SECURE HOOK SIDE OF VELCRO TO WALL. PENDANT LIGHT, RI TO ELEC. DRAWINC CONTRACTOR TO SUPPLY AND INSTA FIRE - RETARDANT WOOD BLOCKING. CONTRACTOR TO SUPPLY AND INSTALL FIRE - RETARDANT WOOD BLOCKING EFER — 's. OPEN TO BEYOND LL EQ EQ L il�`�` I � il` II,� V j r A rr Ol 1 r A/ Air F hill■ W 1 a , ir r .- :: 4 I � FITTING RM. ELEV. (TRIM -4 (TRIM TRIM. ) PENDANT LIGHT, TO ELEC. DRAWIP CONTRACTOR TO SUPPLY AND INS1 FIRE- RETARDANT WOOD BLOCKING REFER \ 1GS. ALL : 3' -2314" 1' -0 0 ® CONTRACTOR TO SUPPLY AND INSTALL FIRE - RET WOOD BLOCKING. TRIM -4 `OPEN T _–BEYONI ADA FITTING RM. ELEV. DADA FITTING RM. ELEV. C5,3.v SCALE = 1/2" = 1' -0" A3.3 SCALE = 1/2" = 1' -0" rA � LOUNGE /FITTING RM. WALL FINISH PLAN RECEIVED FEB 2 2 2008 PERMIT CENTER Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com 6550 REGISTERED X ARCIMUC' WILLIAM A. RAN STA$.AOf WgSkTM TON INTERIOR ELEVATIONS 02/01/08 comity " ;1. LOIII , MO 1;: :12/ 108 / WA Hf: N )A[ { 1∎0JEi_ 1 MANACENS William A. Bandie FROFFSSICNAI or ■F('OP..'n 'HONE .314 821 11nU Llc. #6650 Exp. 08/12/08 1ne prafe55 Heal ui rC..ord Is prcrtining JI project drawn by 307656 Scale As indicated • AreA r , Jaill r Ai r I _ 417 A r ,r A3.3 / SCALE = 1/2" = 1' -0" FITTING ROOM NOTES: 1. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING BEHIND DRYWALL SUPPORTED BY STUDS TO FASTEN ALL WALL MOUNTED ACCESSORIES. 2. GENERAL CONTRACTOR TO FASTEN ADA FITTING ROOM BENCH TO WALL. 3. GENERAL CONTRACTOR TO INSTALL MIRROR SO THAT HINGE SIDE OF MIRROR FACES OPENING TO LOUNGE. 4. 1/8" CLEAR PAINTABLE CAULK IS TO BE APPLIED AT BACK OF ALL FITTING ROOM HARDWARE. 5. 5/8" BLACK DRYWALL SCREWS ARE TO SECURE HOOK SIDE OF VELCRO TO WALL. PENDANT LIGHT, RI TO ELEC. DRAWINC CONTRACTOR TO SUPPLY AND INSTA FIRE - RETARDANT WOOD BLOCKING. CONTRACTOR TO SUPPLY AND INSTALL FIRE - RETARDANT WOOD BLOCKING EFER — 's. OPEN TO BEYOND LL EQ EQ L il�`�` I � il` II,� V j r A rr Ol 1 r A/ Air F hill■ W 1 a , ir r .- :: 4 I � FITTING RM. ELEV. (TRIM -4 (TRIM TRIM. ) PENDANT LIGHT, TO ELEC. DRAWIP CONTRACTOR TO SUPPLY AND INS1 FIRE- RETARDANT WOOD BLOCKING REFER \ 1GS. ALL : 3' -2314" 1' -0 0 ® CONTRACTOR TO SUPPLY AND INSTALL FIRE - RET WOOD BLOCKING. TRIM -4 `OPEN T _–BEYONI ADA FITTING RM. ELEV. DADA FITTING RM. ELEV. C5,3.v SCALE = 1/2" = 1' -0" A3.3 SCALE = 1/2" = 1' -0" rA � LOUNGE /FITTING RM. WALL FINISH PLAN RECEIVED FEB 2 2 2008 PERMIT CENTER Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com 6550 REGISTERED X ARCIMUC' WILLIAM A. RAN STA$.AOf WgSkTM TON INTERIOR ELEVATIONS 02/01/08 comity " ;1. LOIII , MO 1;: :12/ 108 / WA Hf: N )A[ { 1∎0JEi_ 1 MANACENS William A. Bandie FROFFSSICNAI or ■F('OP..'n 'HONE .314 821 11nU Llc. #6650 Exp. 08/12/08 1ne prafe55 Heal ui rC..ord Is prcrtining JI project drawn by 307656 Scale As indicated r Ai r A3.3 / SCALE = 1/2" = 1' -0" FITTING ROOM NOTES: 1. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING BEHIND DRYWALL SUPPORTED BY STUDS TO FASTEN ALL WALL MOUNTED ACCESSORIES. 2. GENERAL CONTRACTOR TO FASTEN ADA FITTING ROOM BENCH TO WALL. 3. GENERAL CONTRACTOR TO INSTALL MIRROR SO THAT HINGE SIDE OF MIRROR FACES OPENING TO LOUNGE. 4. 1/8" CLEAR PAINTABLE CAULK IS TO BE APPLIED AT BACK OF ALL FITTING ROOM HARDWARE. 5. 5/8" BLACK DRYWALL SCREWS ARE TO SECURE HOOK SIDE OF VELCRO TO WALL. PENDANT LIGHT, RI TO ELEC. DRAWINC CONTRACTOR TO SUPPLY AND INSTA FIRE - RETARDANT WOOD BLOCKING. CONTRACTOR TO SUPPLY AND INSTALL FIRE - RETARDANT WOOD BLOCKING EFER — 's. OPEN TO BEYOND LL EQ EQ L il�`�` I � il` II,� V j r A rr Ol 1 r A/ Air F hill■ W 1 a , ir r .- :: 4 I � FITTING RM. ELEV. (TRIM -4 (TRIM TRIM. ) PENDANT LIGHT, TO ELEC. DRAWIP CONTRACTOR TO SUPPLY AND INS1 FIRE- RETARDANT WOOD BLOCKING REFER \ 1GS. ALL : 3' -2314" 1' -0 0 ® CONTRACTOR TO SUPPLY AND INSTALL FIRE - RET WOOD BLOCKING. TRIM -4 `OPEN T _–BEYONI ADA FITTING RM. ELEV. DADA FITTING RM. ELEV. C5,3.v SCALE = 1/2" = 1' -0" A3.3 SCALE = 1/2" = 1' -0" rA � LOUNGE /FITTING RM. WALL FINISH PLAN RECEIVED FEB 2 2 2008 PERMIT CENTER Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com 6550 REGISTERED X ARCIMUC' WILLIAM A. RAN STA$.AOf WgSkTM TON INTERIOR ELEVATIONS 02/01/08 comity " ;1. LOIII , MO 1;: :12/ 108 / WA Hf: N )A[ { 1∎0JEi_ 1 MANACENS William A. Bandie FROFFSSICNAI or ■F('OP..'n 'HONE .314 821 11nU Llc. #6650 Exp. 08/12/08 1ne prafe55 Heal ui rC..ord Is prcrtining JI project drawn by 307656 Scale As indicated r / 3' -8" 3' -8" 3' -8" , \ 1" GAP 1" GAP � � 1 \ r \ a J1� p o 11 II J I I th U ll - 1 ! \ ■ \ \ \ \ \ \ \ \ \ \/ / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \/ I I \ \ \ \ \ \ \ \ \ \/ " 3' -8" 3'_8 3' -8" / /` / / / / / / / / / / / 34' H CABINET • r C I r 7 I I I I L I L I ST. LOUIS, MO 6312 / 10877 WATSON ROAD PROJECT MANAGERS Ph. 314. 821. 1100 Fax 314. 821. 41 fit Email chicos @cascocorp.com vi t FEB 2 l Zvi_• X550 REGIS ' AARON 02/01/08 comet " William A. Randle PROFESSIONAL OF i CORD PHONE .314- 821 -1100 Lic. #6650 Exp. 08/12/08 The professional of re:r is practicin, as an individual project drawn by FIXTURE & ACCESSORY DETAILS 307656 DGA scale As indicated rn 1/2" x 2" J- RAIL (FRENCH CLEAT) TYP. AT ALL CONNECTIONS. MIRROR (BY FIXTURE SUPPLIER). 5/8" GYP. BD. REFER TO PARTITION TYPES. 10" WALL BASE n MIRROR DETAIL \A3.4 SCALE = 1 1/2" = 1' -0" FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING MIRROR (BY FIXTURE SUPPLIER). SEE FIXTURE SCHEDULE AND ELEVATIONS FOR ADDITIONAL INFORMATION. FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING U- 4 FITTING ROOM MIRROR \ A3.y SCALE = 1 1/2" = 1-0" M 0 Q I 4 C a CV N REAR ELEVATION FRONT ELEVATION ENLARGED PLAN 3 -8" 11' -0" ACCESSIBILITY CHECKSTAND SIGNAGE. SEE SHEET A1.2 FOR ADDITIONAL INFORMATION. 11' - 0" 11' -3" 3' -8" k THIS DETAIL DEPICTS THE CENTER OF THE ACCESS PANELS AT THE CASHWRAP. THE MAIN FLOOR PLAN SHOWS A SUGGESTED ROUTE FOR THE CONDUIT. THE ROUTE MAY BE ALTERED DUE TO UNFORESEEN FIELD CONDITIONS. HOWEVER, THE CHOSEN ROUTE MUST BE LOCATED IN AN APPROPRIATE AREA TO ALLOW CONDUIT TO TRAVEL FROM THE WALL TO AN ACCESS PANEL ON THE CASHWRAP. SEE ELECTRICAL DRAWINGS FOR CONDUIT INSTALLATION INFORMATION. ENLARGED PLAN AND ELEVATIONS SHOWN FOR GENERAL INFORMATION ONLY. CASHWRAP SUPPLIED BY FIXTURE VENDOR. INSTALLED BY GC AT SITE. FOR ADDITIONAL INFORMATION REFER TO VENDOR SHOP DRAWINGS. 31 CASHWRAP A3.4 SCALE = 1/2" = 1' -0" MOLDING TYP. ALL THREE SIDES P- 1 EGGSHELL (TRIM -4) SIDE ELEV ELECTRICAL CONTRACTOR TO CUT ROD TO PROPER LENGTH, TYP. CEILING LINE. C P -1 ) EGGSHELL (TRIM -4) SCALE = 1 /2" = 1' -0" 1 1' -6" FRONT & REAR ELEV 5/8" GYP. BD. ON 3 5/8" MTL. STUD FRAMING. ENLARGED PLAN 8'- 31/2" 3 5/8" 20 GA. JAMB STUD TO SUPPORT BOXED HEADER ABOVE (B.O. HEADER AT 9' -0 5/8" A.F.F.) - TYPICAL AT BOTH SIDES, REFER TO 14/A5.1. ARCHWAY IS TO BE CONSTRUCTED BY THE CONTRACTOR IN THE FIELD. CONTRACTOR TO PROVIDE AND INSTALL ALL MATERIALS. 1' -6 SECURE COLUMNS OF ARCH TO FLOOR WITH (MIN. 4) #4 TAPCONS PER PATTERN AS SUPPLIED BY FIXTURE VENDOR. LINE OF CASED ARCHWAY ABOVE. 1' -6" CENTERLINE OF BOXED HEADER ABOVE. > CASED ARCHWAY AT BACKWRAP CD 0 r C4 Z9 N- 0 SECT 'A' MTL. RUNNER. 3 5/8' MTL. STUDS AT 16" O.C. MTL. RUNNER. 6" MTL. STUDS AT 16" O.C. (2) 3 5/8" 20 GA. MTL. STUD BOXED HEADER, REFER TO DTL. 14/A5.1. 10 1/4" CEILING MEDALLION. PROVIDED BY FIXTURE VENDOR AND INSTALLED BY GENERAL CONTRACTOR. PAINT P -1, EGGSHELL FINISH. 5/8" GYP. BD. ON EXPOSED SIDES OF METAL STL. FRAMING. PAINT P -1, EGGSHELL FINISH. REVIEWED FOR CODE COMPLIANCE APPROVED 1t,R _ 3 2000 City Of Tulila BUILDIN RECEIVED FEB 2 2 2008 PERMIT CENTER A.F.F. RECESSED PORTRAIT OUTLET F. RECESSED PORTRAIT OUTLET 3' -8" 3'-8" 3' -8" 1" GAP 1" GAP \ r \ a � I \ _) 1 I 1 o v \ , _I 1 1 1 r 04 - .Z r \ ■ \ \ \ \ \ \ \ \ \ \/ / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \/ / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \/ " 3' -8" 3'_8 3' -8" / /` / / / / / / / / / / / 34' H CABINET • ST. LOUIS, MO 6312 / 10877 WATSON ROAD PROJECT MANAGERS Ph. 314. 821. 1100 Fax 314. 821. 41 fit Email chicos @cascocorp.com vi t FEB 2 l Zvi_• X550 REGIS ' AARON 02/01/08 comet " William A. Randle PROFESSIONAL OF i CORD PHONE .314- 821 -1100 Lic. #6650 Exp. 08/12/08 The professional of re:r is practicin, as an individual project drawn by FIXTURE & ACCESSORY DETAILS 307656 DGA scale As indicated rn 1/2" x 2" J- RAIL (FRENCH CLEAT) TYP. AT ALL CONNECTIONS. MIRROR (BY FIXTURE SUPPLIER). 5/8" GYP. BD. REFER TO PARTITION TYPES. 10" WALL BASE n MIRROR DETAIL \A3.4 SCALE = 1 1/2" = 1' -0" FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING MIRROR (BY FIXTURE SUPPLIER). SEE FIXTURE SCHEDULE AND ELEVATIONS FOR ADDITIONAL INFORMATION. FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING U- 4 FITTING ROOM MIRROR \ A3.y SCALE = 1 1/2" = 1-0" M 0 Q I 4 C a CV N REAR ELEVATION FRONT ELEVATION ENLARGED PLAN 3 -8" 11' -0" ACCESSIBILITY CHECKSTAND SIGNAGE. SEE SHEET A1.2 FOR ADDITIONAL INFORMATION. 11' - 0" 11' -3" 3' -8" k THIS DETAIL DEPICTS THE CENTER OF THE ACCESS PANELS AT THE CASHWRAP. THE MAIN FLOOR PLAN SHOWS A SUGGESTED ROUTE FOR THE CONDUIT. THE ROUTE MAY BE ALTERED DUE TO UNFORESEEN FIELD CONDITIONS. HOWEVER, THE CHOSEN ROUTE MUST BE LOCATED IN AN APPROPRIATE AREA TO ALLOW CONDUIT TO TRAVEL FROM THE WALL TO AN ACCESS PANEL ON THE CASHWRAP. SEE ELECTRICAL DRAWINGS FOR CONDUIT INSTALLATION INFORMATION. ENLARGED PLAN AND ELEVATIONS SHOWN FOR GENERAL INFORMATION ONLY. CASHWRAP SUPPLIED BY FIXTURE VENDOR. INSTALLED BY GC AT SITE. FOR ADDITIONAL INFORMATION REFER TO VENDOR SHOP DRAWINGS. 31 CASHWRAP A3.4 SCALE = 1/2" = 1' -0" MOLDING TYP. ALL THREE SIDES P- 1 EGGSHELL (TRIM -4) SIDE ELEV ELECTRICAL CONTRACTOR TO CUT ROD TO PROPER LENGTH, TYP. CEILING LINE. C P -1 ) EGGSHELL (TRIM -4) SCALE = 1 /2" = 1' -0" 1 1' -6" FRONT & REAR ELEV 5/8" GYP. BD. ON 3 5/8" MTL. STUD FRAMING. ENLARGED PLAN 8'- 31/2" 3 5/8" 20 GA. JAMB STUD TO SUPPORT BOXED HEADER ABOVE (B.O. HEADER AT 9' -0 5/8" A.F.F.) - TYPICAL AT BOTH SIDES, REFER TO 14/A5.1. ARCHWAY IS TO BE CONSTRUCTED BY THE CONTRACTOR IN THE FIELD. CONTRACTOR TO PROVIDE AND INSTALL ALL MATERIALS. 1' -6 SECURE COLUMNS OF ARCH TO FLOOR WITH (MIN. 4) #4 TAPCONS PER PATTERN AS SUPPLIED BY FIXTURE VENDOR. LINE OF CASED ARCHWAY ABOVE. 1' -6" CENTERLINE OF BOXED HEADER ABOVE. > CASED ARCHWAY AT BACKWRAP CD 0 r C4 Z9 N- 0 SECT 'A' MTL. RUNNER. 3 5/8' MTL. STUDS AT 16" O.C. MTL. RUNNER. 6" MTL. STUDS AT 16" O.C. (2) 3 5/8" 20 GA. MTL. STUD BOXED HEADER, REFER TO DTL. 14/A5.1. 10 1/4" CEILING MEDALLION. PROVIDED BY FIXTURE VENDOR AND INSTALLED BY GENERAL CONTRACTOR. PAINT P -1, EGGSHELL FINISH. 5/8" GYP. BD. ON EXPOSED SIDES OF METAL STL. FRAMING. PAINT P -1, EGGSHELL FINISH. REVIEWED FOR CODE COMPLIANCE APPROVED 1t,R _ 3 2000 City Of Tulila BUILDIN RECEIVED FEB 2 2 2008 PERMIT CENTER A.F.F. RECESSED PORTRAIT OUTLET F. RECESSED PORTRAIT OUTLET 1' -6" 8' -1" 1' - 6" 1" GAP 1" GAP \ r \ � I \ _) 1 I 1 o v , _I 1 1 1 CASED ARCHWAY AT BACKWRAP, REFER TO z 4/A3.4 FOR ADDITIONAL INFORMATION. W cc ACCESS PANEL, TYPICAL. 11' - 0" Lu w rA " 3' -8" 3'_8 3' -8" / 39" H CABINET r 39" H CABINET / 34' H CABINET L I L I I I I I L I c _ L 01 J I c J ST. LOUIS, MO 6312 / 10877 WATSON ROAD PROJECT MANAGERS Ph. 314. 821. 1100 Fax 314. 821. 41 fit Email chicos @cascocorp.com vi t FEB 2 l Zvi_• X550 REGIS ' AARON 02/01/08 comet " William A. Randle PROFESSIONAL OF i CORD PHONE .314- 821 -1100 Lic. #6650 Exp. 08/12/08 The professional of re:r is practicin, as an individual project drawn by FIXTURE & ACCESSORY DETAILS 307656 DGA scale As indicated rn 1/2" x 2" J- RAIL (FRENCH CLEAT) TYP. AT ALL CONNECTIONS. MIRROR (BY FIXTURE SUPPLIER). 5/8" GYP. BD. REFER TO PARTITION TYPES. 10" WALL BASE n MIRROR DETAIL \A3.4 SCALE = 1 1/2" = 1' -0" FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING MIRROR (BY FIXTURE SUPPLIER). SEE FIXTURE SCHEDULE AND ELEVATIONS FOR ADDITIONAL INFORMATION. FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING FIRE RETARDANT WOOD BLOCKING U- 4 FITTING ROOM MIRROR \ A3.y SCALE = 1 1/2" = 1-0" M 0 Q I 4 C a CV N REAR ELEVATION FRONT ELEVATION ENLARGED PLAN 3 -8" 11' -0" ACCESSIBILITY CHECKSTAND SIGNAGE. SEE SHEET A1.2 FOR ADDITIONAL INFORMATION. 11' - 0" 11' -3" 3' -8" k THIS DETAIL DEPICTS THE CENTER OF THE ACCESS PANELS AT THE CASHWRAP. THE MAIN FLOOR PLAN SHOWS A SUGGESTED ROUTE FOR THE CONDUIT. THE ROUTE MAY BE ALTERED DUE TO UNFORESEEN FIELD CONDITIONS. HOWEVER, THE CHOSEN ROUTE MUST BE LOCATED IN AN APPROPRIATE AREA TO ALLOW CONDUIT TO TRAVEL FROM THE WALL TO AN ACCESS PANEL ON THE CASHWRAP. SEE ELECTRICAL DRAWINGS FOR CONDUIT INSTALLATION INFORMATION. ENLARGED PLAN AND ELEVATIONS SHOWN FOR GENERAL INFORMATION ONLY. CASHWRAP SUPPLIED BY FIXTURE VENDOR. INSTALLED BY GC AT SITE. FOR ADDITIONAL INFORMATION REFER TO VENDOR SHOP DRAWINGS. 31 CASHWRAP A3.4 SCALE = 1/2" = 1' -0" MOLDING TYP. ALL THREE SIDES P- 1 EGGSHELL (TRIM -4) SIDE ELEV ELECTRICAL CONTRACTOR TO CUT ROD TO PROPER LENGTH, TYP. CEILING LINE. C P -1 ) EGGSHELL (TRIM -4) SCALE = 1 /2" = 1' -0" 1 1' -6" FRONT & REAR ELEV 5/8" GYP. BD. ON 3 5/8" MTL. STUD FRAMING. ENLARGED PLAN 8'- 31/2" 3 5/8" 20 GA. JAMB STUD TO SUPPORT BOXED HEADER ABOVE (B.O. HEADER AT 9' -0 5/8" A.F.F.) - TYPICAL AT BOTH SIDES, REFER TO 14/A5.1. ARCHWAY IS TO BE CONSTRUCTED BY THE CONTRACTOR IN THE FIELD. CONTRACTOR TO PROVIDE AND INSTALL ALL MATERIALS. 1' -6 SECURE COLUMNS OF ARCH TO FLOOR WITH (MIN. 4) #4 TAPCONS PER PATTERN AS SUPPLIED BY FIXTURE VENDOR. LINE OF CASED ARCHWAY ABOVE. 1' -6" CENTERLINE OF BOXED HEADER ABOVE. > CASED ARCHWAY AT BACKWRAP CD 0 r C4 Z9 N- 0 SECT 'A' MTL. RUNNER. 3 5/8' MTL. STUDS AT 16" O.C. MTL. RUNNER. 6" MTL. STUDS AT 16" O.C. (2) 3 5/8" 20 GA. MTL. STUD BOXED HEADER, REFER TO DTL. 14/A5.1. 10 1/4" CEILING MEDALLION. PROVIDED BY FIXTURE VENDOR AND INSTALLED BY GENERAL CONTRACTOR. PAINT P -1, EGGSHELL FINISH. 5/8" GYP. BD. ON EXPOSED SIDES OF METAL STL. FRAMING. PAINT P -1, EGGSHELL FINISH. REVIEWED FOR CODE COMPLIANCE APPROVED 1t,R _ 3 2000 City Of Tulila BUILDIN RECEIVED FEB 2 2 2008 PERMIT CENTER A.F.F. RECESSED PORTRAIT OUTLET F. RECESSED PORTRAIT OUTLET FEB 2 1 2008 William A. Randle PROFESSIONAL OF REGURL PHONE 314- -821 1100 Lic. #6650 Exp. 08/12/08 the prglesaional .,t re is proc cr; a,1 irldi uaF Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.com z 0 z 0 .a Ca z ELA,\RE Sl. LOUIS, MO 5.3127 lOd // WAISON NOAU PROJEC T MANAGERS STOREFRONT ELEVATION 02 /01/08 comm project drawn by checked by scale 307656 1/2" 1' -0" 2' - 16" 1 3/4" 1' -43/8" 3/4" x 3/4" CLEAR ANODIZED ALUM. REVEAL. SCALE = 1/2" = 1' -0" 10" x 12" BLACK GRANITE BASE, TYPICAL BELOW STOREFRONT SYSTEM. 1 3/4" 4'- 49/16" 1/2" CLEAR TEMPERED GLAZING IN SELF - SUPPORTING ANOD. ALUMINUM FRAME. COLOR: BLACK. STOREFRONT SYSTEM AND GLASS PROVIDED AND INSTALLED BY TENANT'S CONTRACTOR. 1'- 4 3/8" 4" 1 3/4 "- 1/2" CLEAR TEMPERED GLAZING IN SELF- SUPPORTING ANOD. ALUMINUM FRAME. COLOR: BLACK. STOREFRONT SYSTEM AND GLASS PROVIDED AND INSTALLED BY TENANT'S CONTRACTOR. ENLARGED STOREFRONT PLAN AND ELEVATION CONTRACTOR. DOOR PULLS BY WHBM, '- FRAMELESS GLASS INSTALLED BY GENERAL DOORS WITH BASE. INFILL RECESS WITH MATCHING MALL TILE EXISTING MAL TILE 29' - 10 15/16" 1' -41/2" 1 3/4" 4'- 49/16" LOCATION OF NEW 2 "H WHITE VINYL LETTERS AT 8" ABOVE BOTTOM SILL. A MATCHING SET OF LETTERS TO BE APPLIED TO BACK SIDE OF GLASS TO CREATE A FINISHED LOOK. 3/4" x 3/4" CLEAR ANODIZED ALUM. REVEAL. ( — \ 71 .) 1' -43/8" 1'- 811/16" 1 3/4" `1 3/4" 1/2" CLEAR TEMPERED GLAZING IN SELF - SUPPORTING ANOD. ALUMINUM FRAME. COLOR: BLACK. STOREFRONT SYSTEM AND GLASS PROVIDED AND INSTALLED BY TENANT'S CONTRACTOR. SPANDREL BULKHEAD BY LANDLORD. LIGHT COVE BY LANDLORD. 3/4" x 3/4" CLEAR ANODIZED REVEAL PANEL SIGN WITH PUSH - THRU LETTERS. SIGNAGE UNDER SEPARATE PERMIT BY SIGNAGE VENDOR. �--- EXISTING BEIGE STONE. LEASELINE EXISTING BEIGE STONE. REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 3 2008 City Of Tukwila BUILDIN DIVISION RECEW D FEB 2 2 2008 PERMIT CENTER 8' - 8 5/8" HOLD 6 3/8" HOLD EQUAL , EQUAL EC EQUAL EQUAL EQUAL EQUAL 3 ' . 'eow^ \ // f 3____, III A R K E T '� .o|'� VHIT1 BLACK ,3*/n' o ". c l . T . E .. n BLACK • • -. - - . • 1 V FEB 2 1 2008 William A. Randle PROFESSIONAL OF REGURL PHONE 314- -821 1100 Lic. #6650 Exp. 08/12/08 the prglesaional .,t re is proc cr; a,1 irldi uaF Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.com z 0 z 0 .a Ca z ELA,\RE Sl. LOUIS, MO 5.3127 lOd // WAISON NOAU PROJEC T MANAGERS STOREFRONT ELEVATION 02 /01/08 comm project drawn by checked by scale 307656 1/2" 1' -0" 2' - 16" 1 3/4" 1' -43/8" 3/4" x 3/4" CLEAR ANODIZED ALUM. REVEAL. SCALE = 1/2" = 1' -0" 10" x 12" BLACK GRANITE BASE, TYPICAL BELOW STOREFRONT SYSTEM. 1 3/4" 4'- 49/16" 1/2" CLEAR TEMPERED GLAZING IN SELF - SUPPORTING ANOD. ALUMINUM FRAME. COLOR: BLACK. STOREFRONT SYSTEM AND GLASS PROVIDED AND INSTALLED BY TENANT'S CONTRACTOR. 1'- 4 3/8" 4" 1 3/4 "- 1/2" CLEAR TEMPERED GLAZING IN SELF- SUPPORTING ANOD. ALUMINUM FRAME. COLOR: BLACK. STOREFRONT SYSTEM AND GLASS PROVIDED AND INSTALLED BY TENANT'S CONTRACTOR. ENLARGED STOREFRONT PLAN AND ELEVATION CONTRACTOR. DOOR PULLS BY WHBM, '- FRAMELESS GLASS INSTALLED BY GENERAL DOORS WITH BASE. INFILL RECESS WITH MATCHING MALL TILE EXISTING MAL TILE 29' - 10 15/16" 1' -41/2" 1 3/4" 4'- 49/16" LOCATION OF NEW 2 "H WHITE VINYL LETTERS AT 8" ABOVE BOTTOM SILL. A MATCHING SET OF LETTERS TO BE APPLIED TO BACK SIDE OF GLASS TO CREATE A FINISHED LOOK. 3/4" x 3/4" CLEAR ANODIZED ALUM. REVEAL. ( — \ 71 .) 1' -43/8" 1'- 811/16" 1 3/4" `1 3/4" 1/2" CLEAR TEMPERED GLAZING IN SELF - SUPPORTING ANOD. ALUMINUM FRAME. COLOR: BLACK. STOREFRONT SYSTEM AND GLASS PROVIDED AND INSTALLED BY TENANT'S CONTRACTOR. SPANDREL BULKHEAD BY LANDLORD. LIGHT COVE BY LANDLORD. 3/4" x 3/4" CLEAR ANODIZED REVEAL PANEL SIGN WITH PUSH - THRU LETTERS. SIGNAGE UNDER SEPARATE PERMIT BY SIGNAGE VENDOR. �--- EXISTING BEIGE STONE. LEASELINE EXISTING BEIGE STONE. REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 3 2008 City Of Tukwila BUILDIN DIVISION RECEW D FEB 2 2 2008 PERMIT CENTER Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com 5T. LOU1, MO 5.312/ 10877 WATSON ROAD E'ROJEC T MANAGERS FEB 2 I. 2008 02/01/08 comm IAA 1' , ;MOLE, JR, S ATE OF WAS -HAU ON William A. Bandle PROFESSIONAL OF RECORD PHONE- .314 —821-1100 Lip. #6650 Exp. 08/12/08 t,r,,, „r ttl prcn ii, any .r, ,3i1 tri!l yid, II STOREFRO SECTIONS project drawn by scale 307686 CMS Aa indicated 362S162 -43 STUDS @ 16" O.C. ATTACH TO MALL STRUCTURE ABOVE 5/8" TYPE "X" GYP. BD TO DECK 3625162 -43 STUDS @ 24" O.C. 11' 1 NEW GYP. BD, CLG. SEE DTL. 2/A2.1 FOR TYPICAL CEILING FRAMING 6" BOX BEAM BLACK ALUCOBOND PANEL 3/8" CLEAR TEMPERED GLAZING IN SELF - SUPPORTING ANOD. ALUMINUM FRAME. COLOR: BLACK. STOREFRONT SYSTEM AND GLASS PROVIDED & INSTALLED BY TENANTS CONTRACTOR. WALL SECTION g STOREFRONT ENTRANCE A4.1 SCALE = 1/2" = 1' -0" LANDLORD WORK 3/4" x 3/4" CLEAR ANODIZED ALUM. REVEALS SHOULD BE INSTALLED BETWEEN LANDLORD'S NEUTRAL PIER AND VERTICAL BULKHEAD SOFFITS AND TENANT'S STOREFRONT DESIGN 12" x 24" LIMESTONE TILE FIN. FL 362S162 -43 STUDS @ 16" O.C. ATTACH TO MALL STRUCTURE ABOVE 5/8" TYPE "X" GYP. BD. TO DECK 3625162 -43 STUDS @ 24" O.C. NEW GYP. BD. CLG. SEE DTL. 2/A2.1 FOR TYPICAL CEILING FRAMING G RIM -2) 6" BOX BEAM 1/2" CLEAR TEMPERED GLAZING IN SELF - SUPPORTING ANOD. ALUMINUM FRAME. COLOR: BLACK. STOREFRONT SYSTEM AND GLASS PROVIDED & INSTALLED BY TENANTS CONTRACTOR. 2� WALL SECTION @ STOREFRONT GLAZING A4.1 / SCALE -- 1/2" = 1' -0" ih FIN. FLR. LANDLORD WORK 3/4" x 3/4" REVEAL 3 NOTE: EXTERIOR FACE OF STOREFRONT SYSTEM TO BE FLUSH WITH FACE EXTERIOR GRANITE TILE GRANITE BULLNOSE SHIM & SEALANT BOTH SIDES 10 "X12" BLACK GRANITE TILE ON ONE (1) LAYER OF CEMENT BOARD ON 3/4" EXTERIOR GRADE PLYWOOD. TYP @ EXTERIOR SURFACE BELOW THE ALUM STOREFRONT SYSTEM. BASE DETAIL , A4.1 SCALE = 1 1/2" = 1' -0" 1/2" CLEAR TEMPERED GLAZING IN SELF - SUPPORTING ANOD. ALUMINUM FRAME. COLOR: BLACK. STOREFRONT SYSTEM AND GLASS PROVIDED & INSTALLED BY TENANTS CONTRACTOR. LEASE LINE 10" x 12" GRANITE TILE BASE 5/8" CEMENT BD ON 6" METAL STUDS @ 16' O.C. 20 GA MTL RUNNER W/ HILTI DNI32 P8 POWER DRIVEN FASTENER @ 24" O.C. CONNECT MTL STUD W/ #10 SHEET METAL SCREW EACH SIDE FIN. FLR. o ' . REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 3 208 Oil Of Tukwila B ILDIN. • DIVISIO N FEB 2 2 2008 PERMIT CENTER Stud Size OA Resisting Moment (lb -in) h (ft) 3 5/8 26 2187 3 5/8 25 224-3 3 5/8 22 3765 3 5/8 20 4213 6 25 3976 6 22 7485 6 20 8525 12" Stud Spacing Connection Type 16" Stud Spacing Connection Type 3 5/8 in 25 GALS 5/8 in 20 GA 3 5/8 in 25 GA 3 5/8 in 20 GA Stud Spacing in) Brace Spacing (in) Brace Spacing (in) 8 16 16 16 16 16 16 16 48 48 48 48 9 16 16 16 16 16 16 16 48 48 48 48 10 16 16 16 16 16 16 16 48 48 48 48 11 16 16 16 16 16 16 16 48 48 48 48 12 16 16 16 16 16 16 16 48 48 48 48 13 16 16 16 16 16 16 16 48 48 48 48 14 16 16 16 16 16 16 16 36 48 32 48 15 12 12 16 16 16 16 16 36 48 32 48 16 12 12 16 16 16 16 16 36 48 32 48 17 12 12 16 16 16 16 16 36 48 32 48 18 WA WA 16 16 16 16 16 36 36 32 32 19 WA WA 16 16 16 16 16 36 36 32 32 20 WA WA 12 16 12 16 16 36 38 32 32 25 N/A N/A N/A N/A WA 16 16 36 36 32 32 30 N/A N/A WA N/A N/A 12 12 N/A 36 WA 32 * * MAXIMUM HEIGHT _ OF _ PARTITION 22' -7" AFF VARIES A.F.F. SEAL GYP. BD. TO UNDERSIDE OF DECK. REFER TO DTL. 1 0/A5.0 FOR CONNECTION TO DECK. EXISTING /NEW 5/8" TYPE 'X' GYP. BD. OVER EXISTING METAL STUD DEMISING WALL PARTITION. 3 5/8" 20 GA. MTL. STUD AS BLOCKING FOR COVE TRIMWORK. TRIM HEAD SCREW (TYP.) 7/8" FURRING CHANNEL AS BLOCKING FOR COVE TRIMWORK. UNDERSIDE OF STRUCTURE ABOVE CEILING REFER TO RCP FOR CEILING HEIGHT WHERE OCCURS ALL FIRE —WALL PENETRATIONS TO BE INSTALLED PER U.L. NUMBERS: 147 . WL 1001 WL 1002 WL 1003 WL 5001 WL 5002 148 = WL WL WL WL 2002 2003 2004 2005 LEASELI NE 5/8" TYPE 'X' GYP. BD. LINE OF (TRIM-3) BEYOND. WHERE OCCURS SCALE = 1 1/2" _. 1' -0" WALL FIXTURE FLATBAR FRAME W/ MOUNTING PEGS SECURED TO PLYWOOD STRIPS W/ #8 WD SCREWS @ 12" 0.C., TYP. G.C. TO FINISH GYP. BD. AT ALL PENETRATIONS. REFER TO FIXTURE MANUFACTURER INSTALLATION DWGS. ADDITIONAL INFORMATION. EXISTING /NEW 5/8" TYPE 'X' GYP. BD. BY ADJACENT TENANT. WALL FIXTURE FLATBAR FRAME W/ MOUNTING PEGS SECURED TO PLYWOOD STRIPS W/ #8 WD SCREWS @ 12" 0.C., TYP. G.C. TO FINISH GYP. BD. AT ALL PENETRATIONS. REFER TO FIXTURE MANUFACTURER INSTALLATION DWGS. ADDITIONAL INFORMATION. 7/8" FURRING CHANNEL @ 18" 0.C. (VERTICAL OR HORIZONTAL). INSTALL ALL PLYWOOD BACKING PRIOR TO INSTAIJ ING FURRING CHANNELS. SEE ELEVATIONS, PLAN & DETAILS FOR FINISHES (TYP.) FIRESTOP SEALANT (TYP. BOTH SIDES). 20 GA. MTL. RUNNER W/ HILTI DN1 32 P8 POWER DRIVEN FASTENER @ 24" O.C. (IF NOT EXISTING). CONNECT MTL. STUD W/ #10 SHEET METAL SCREW EACH SIDE (REFER TO SHEET SV —A3). @ PLYWOOD BACKING STRIPS I- 11/2" PARTITION TYPES UL DESIGN NUMBER U465 1 -HR RATED DEMISING WALL ER -5224 HILTI HCKB KWIK BOLT CONC. ANCHOR. VARIES A.F.E. UNDERSIDE OF STRUCTURE ABOVE. SEAL GYP. BD. TO UNDERSIDE OF DECK, REFER TO DTL. 10/A5.0 FOR CONNECTION TO DECK. 5/8" TYPE 'X' GYP. BD. OVER METAL STUD DEMISING WALL PARTITION. CEILING REFER TO RCP FOR CEILING HEIGHT EXISTING /NEW 5/8" TYPE 'X' GYP. BD. BY ADJACENT TENANT. LEASE LINE. ALL FIRE —WALL PENETRATIONS TO BE INSTALLED PER U.L. NUMBERS: 147 = WL 1001 WL 1002 WL 1003 WL 5001 WL 5002 148 WL 2002 WL 2003 WL 2004 WL 2005 5/8" TYPE 'X' GYP. BD. OVER METAL STUD DEMISING WALL PARTITION. PROVIDE MOISTURE RESISTANT GYP. BD. AT HIGH MOISTURE AREAS. SEE ELEVATIONS, PLAN & DETAILS FOR FINISHES (TYP.) FIRESTOP SEALANT (TYP. BOTH SIDES). 20 GA. MTL. RUNNER W/ HILTI DN1 32 P8 POWER DRIVEN FASTENER @ 24" 0.C. (IF NOT EXISTING). CONNECT MTL. STUD W/ #10 SHEET METAL SCREW EACH SIDE (REFER TO SHEET SV —A3). Notes: 1. Minimum and maximum stud spacing are set to be 12" and 1p c.c. 2. Bracing spacing !s cased on 12' or 16" increments with minimum of 24" o.c. and maximum of 48" c.c. 3. For Site Class E with Ss greater than 1.25g or Site Class F, please refer to IBC 2000 Table 1615.1.2(1) for oddlrionoi aetcils. These two cctegor es are out of the scope of this program. The stud spacing values in this table only apply to the fo. lowing products: Dietrich 5TE - 20 Ga, S - H - 22 Ga, STN - 25 Ca, STS - 26 Ga Cs' Consolidated System incorporated. 600DWS25. 400DWS25, 358DW525, 600DWS22, 400DW522, 3580WS22, 500DWS20, 400DW320, 358DWS20 Cark Seel Fram''g Systems, DWS 3 5/8 x 25, DWS 3 5/8 x 22. DWS 3 5/8 x 20, DWS 4 x 25, DWS A x 22, DWS 4 x 20, DWS 6 x 25. DWS 6 x 22, DWS 6 x 20 Clark Steel Framing Systems, DWT 3 5/8 x 25 x 1, DWT 3 5/8 x 22 x1, DWT 3 5/8 x 20 x 1 , DWT 4 x 25 x 1, DWT 4 x 22 x 1, DWT 4 x 20 x 1, DWT 6 x 25 x 1, DWT 6 x 22 x 1, DWT 6 x 20 x 1 Clark 5teel Fram ng Systems, DWT 3 5/8 x 25 x 1 1/4, DWT 3 5/8 x 22 x 1 1/4, DWT 3 5/8 x 20 x t 1 /4, DWT 4 x 25 x 1 1/4, DWT 4 x 22 x 1 1/d, DWT 4 x 20 x 1 1 /7 Clark Steel Framing Systems, DWT 6 x 25 x 1 '/4, DWT 6 x 22 x 1 1/4, DWT 6 x 20 x 1 1/4 Cale Incur, DWS: 3 5/8 " -25 Ga, 3 5/8 " -22 Ga, 3 5/8 " -20 Ga, 4 " -25 Go, 4' -20 Go, 6 " -25 Go, 6 " -22 Ga, 6 " -20 Ga 5. The bracing spacing fable only applies if the following products ore uses as the braced connec or of the wolf. Verticlip Series SLD 25 Ga and 20 Go GENERAL NOTE; REFER TO FIXTURE MANUFACTURER INSTALLATION SHEETS FOR FIXTURE INSTALLATION PRIOR TO INSTALLATION OF ANY GYP. BD. GC SHALL ALSO REFER TO FIXTURE LAYOUT, SHEET A3,0, PRIOR TO INSTALLATION OF ANY DRYWALL. MANY FIXTURES REQUIRE SHEET METAL STRAPPING OR PLYWOOD BACKING FOR PROPER INSTALLATION. ICBO NUMBLR5; NER -258 METAL STUDS — UNI —MAST ER-21 46 HKT— 1 4 KWIK —BOLT CONCRETE ANCHORS — HILTI, INC. ER -1639 HILTI LOW— VELOCITY DRIVE AND PNEUMATICALLY DRIVEN FASTENERS — HILTI, INC. ER -4627 KWIK — BOLT —II AND POST NUT KWIK — BOLT —II — HILTI, INC. ER -1820 SHEETROCK BRAND WATER — RESISTANT GYPSUM PANELS — UNITED STATES GYPSUM CO. CHICAGO, IL. ER— 1 602 SHEETROCK BRAND REGULAR AND RESILIENT GYPSUM PANELS — UNITED STATES GYPSUM CO. CHICAGO, IL. ER-51 17 SIMPSON STRONG TIE CONNECTORS WOOD HANGERS AND FRAMING ANCHORS. ER-481 5 HILTI HIT C -20 AND HIT HY -20 ADHESIVE ANCHOR SYSTEM FOR UNREINFORCED MASONRY. ER -5032 DRYVIT FASTRAK SYSTEM 4000 DIRECT APPLIED EXTERIOR FINISH SYSTEM NER- 4099 HULLER SPM -45 AND SPM —BO SINGLE PLY MEMBRANES ROOFING SYSTEM. ER -5454 ITOCHU BUILDING PRODUCTS CO. INC. ANAHEIM, CA SELF PIERCING AND SELF DRILLING /SELF TAPPING SCREWS. * *MAXIMUM HEIGHT_ _OF _22' • 7 "._A,F_F_ UL DESIGN NUMBER UL.465 .1 -HR RATED DEMISING WALL / -HR RATED CORRIDOR WALL RUN GYP. BD TO DECK SADDLE CUP SUPPORT INSTALLED AT REMOVAL BAR LOCATIONS — SUPPLIED BY F.C. AND INSTALLED BY G.C. SCREW THROUGH SADDLE CUP AND GYP. BD. INTO PLYWOOD BACKING WITHIN WALL — G.C. TO PAINT SCREW HEAD TO MATCH SADDLE BRACKET. REMOVAL BAR FIXTURE. GRIDWALL BAR FIXTURE. 9 \ SADDLE CUP DETAIL A5.0 SCALE = 1 1/2" = 1' -0" EXISTING DECK ABOVE. #8 WAFER HEAD SCREW. 18 GA. SLOTTED MTL. TRACK. ICBO ER -5344. r LINE OF 5/8" TYPE 'X' GYP, BD. AT CORRIDOR METAL STUDS. No- 3 5/8" MTL. STUDS EACH SIDE TO BOTTOM OF STRUCTURE ABOVE (UNDERSIDE OF TOP CHORD OF JOIST). REFER TO 14 & 1 8 /A5.0. 20 GA. SLOTTED MTL. TRACK. ICBO ER -5344. #8 WAFER HEAD SCREW, 2 — #8 SELF DRILLING SCREWS, CEILING —REFER TO RCP FOR ADDITIONAL INFORMATION. MTL. STUDS AND GYP. BD. TO EXTEND TO 8" ABOVE FINISH CLG. BRACE TO STRUCTURE ABOVE. PROVIDE MOISTURE RESISTANT GYP. BD. AT HIGH MOISTURE AREAS. SEE ELEVATIONS, PLAN & DETAILS FOR FINISHES (TYP.) 20 GA. MTL. RUNNER W/ HILTI DN1 32 P8 POWER DRIVEN FASTENER @ 24" O.C. (IF NOT EXISTING). CONNECT MTL. STUD W/ #10 SHEET METAL SCREW EACH SIDE (REFER TO SHEET SV —A3). .L RATED CONNECTION DETAIL SCALE = 3" 1' -0" **MAXIMUM OF PARTITION .22' -.7" .A.._F.F.. a 4 7/8" 7 1/4" © 'B1' NEW PARTITION W/ 3 5/8" 20 GA. MTL. STUDS AT 1 6" O.C. WITH 5/8" GYP, BD. ON EXPOSED SIDES. PROVIDE MOISTURE RESISTANT GYP. BD. AT HIGH MOISTURE AREAS. TYPICAL NON RATED WALL TOP 6" OF WALL OMIT GYP. BD. @ DEMISING WALLS FOR LANDLORD RETURN & PLENUM L TYPICAL NON RATED 6" WALL FURRED OUT WALL @ FITTING ROOMS NO GYP. BD. IN WALL & CEILING AT FURRED OUT FITTING ROOM SECTION A -A 3 5/8" x 20 GA METAL STUDS AT 48" O.C. ATTACH EACH END TO METAL STUDS W/ (3) #10 -16 SCREWS. 3 5/8" x 20 GA METAL STUD CROSS BRACE AT 48" O.C. WITH (3) #10 -16 SCREWS. BRACE PARALLEL TO TRUSS WALL BRACE DETAIL 1 SCALE = 1 1/2" = 1' -0" * *MAXIMUM LIEIGIiT E _PARIIIJQN 22' —2" A.F.F. CEILING REFER TO RCP FOR CEILING HEIGHT 5/8" GYP. BD. WRAPPED AROUND TOP OF PARTITION. TOP OF WALL 9 -0" SEE ELEVATIONS, PLAN & DETAILS FOR FINISHES (TYP.) 3 5/8" x 20 GA METAL STUD AT 48" O.C. ATTACH TOP AND BOTTOM TO EXISTING METAL JOISTS W/ (2) 12 -24 SCREWS. EXISTING STEEL JOISTS. NEW PARTITION W/ 3 5/8" 20 GA. MTL. STUDS AT 16" O.C. WITH 5/8" GYP. BD. ON EXPOSED SIDES. PROVIDE MOISTURE RESISTANT GYP. BD. AT HIGH MOISTURE AREAS. 20 GA. MTL. RUNNER W/ HILTI DN1 32 P8 POWER DRIVEN FASTENER @ 24" O.C. (IF NOT EXISTING). CONNECT MIL. STUD W/ #10 SHEET METAL SCREW EACH SIDE (REFER TO SHEET SV —A3). TYPICAL NON RATED WALL AT FITTING ROOM 2 "x2 "x2 "--18 GA BENT PLATES W/ (3) #10 -16 SCREWS TYPICAL. 3 5/8" x 20 GA METAL TRACK. ATTACH TOP AND BOTTOM TO EXISTING JOISTS W/ (2) 12 -24 SCREWS. SECTION C -C SECTION B -B 2 "x2 "x2 " -18 GA BENT PLATES w/ (3) #10 -16 SCREWS TYPICAL. 3 5/8" x 20 GA METAL STUDS. ATTACH EACH END TO VERT. TRACK W/ 2 "x2 "x2 " - 18 GA BENT PLATE W/ (3) #10-1 6 SCREWS TYP. SEE SECTION C —C. 3 5/8" x 20 GA METAL STUD CROSS BRACE EXISTING STEEL JOISTS. AT 48" O.C. W/ (3) #10 -16 SCREWS. BRACE PERPENDICULAR TO TRUSS WALL BRACE DETAIL 2 SCALE = 1 1/2" = 1' -0" **MAXIMUM HEIGHT OF PARTITION 22' -7" 3 5/8" MTL. STUDS EACH SIDE TO BOTTOM OF STRUCTURE ABOVE (UNDERSIDE OF TOP CHORD OF JOIST). REFER TO 14 & 1 8/A5.0. 20 GA. SLOTTED MIL. TRACK. ICBO ER -5344. #8 WAFER HEAD SCREW. 2—#8 SELF DRILLING SCREWS. CEILING —REFER TO RCP FOR ADDITIONAL INFORMATION. 7/8" FURRING CHANNEL @ 16" O.C. (HORIZONTAL). INSTALL FURRING CHANNEL AT APPROPRIATE HEIGHT TO PROVIDE BACKING AT CEILING FRAMING. NEW PARTITION W/ 3 5/8" 20 GA. MTL. STUDS AT 16" O.C., 7/8" FURRING CHANNELS OR 3/4" PLYWOOD BACKING (REFER TO FIXTURE LAYOUT AND INTERIOR ELEVATIONS) WITH 5/8" GYP. BD. ON EXPOSED SIDES. 3/4" PLYWOOD STRIPS. SEE ELEVATIONS, PLAN & DETAILS FOR FINISHES (TYP.) 20 GA. MTL. RUNNER W/ HILTI DN1 32 P8 POWER DRIVEN FASTENER @ 24" O.C_ (IF NOT EXISTING). CONNECT MTL. STUD W/ #10 SHEET METAL SCREW EACH SIDE (REFER TO SHEET SV —A3). @ PLYWOOD BACKING STRIPS -4C City Of Tukwila BUILDING DIVISION 02/0i/08 comm PARTITION TYPES & DETAILS project a drawn by checked by scale 307656 As indicated 9" LONG 3 5/8" x 20 GA METAL STUDS AT 48" O.C. TYPICAL NON RATED WALL REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 3 2008 L IVED FEB 2 2 2008 PERMIT CENTER M:A,\ 10877 WA!cc..iN L'ROJEC [ MANACI_.RS Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.com 6550 w 4 IAM rl: 0 REMPERED J.% 'H11 William A. Dandle ON PROFESSIONAL OF RECORD PHONE : .514. • 62 I • 1 100 Uc. #6650 Exp. 08/12/08 The prof s•,, mal of re•:orr1 is pruc_th us ai vidL•l Ph. 314. 821. 1100 Fax 314. 821.4162 Email chicos @cascocorp.com LL ST. LOUIS, MO 33127 10877 WAISON H()/\[ ['NO,.IEC; 1 MANACEKS 0 2/01/08 William A. Bandle PROF E SSI(NA1. OF REC ORE PHONE' 314 H11 IIUU Lic. #6650 Exp. 08)12/08 The prefe.ss∎onel of re:c'rcl ,s practicing as an Individual INTERIOR DETAILS project drawn by checked by scale 307606 As indicated SEALANT, BOTH SIDES. 3 ANCHORS PER JAMB. - HOLLOW MTL. FRAME. 2 -3 5/8" (OR 6 ") 20 GA. MTL. STUDS. SEALANT, BOTH SIDES. 3 ANCHORS PER JAMB. HOLLOW MTL. FRAME. 2 -3 5/8" (OR 6 ") 20 GA. MTL. STUDS. F LINE OF WOOD BASE BELOW. L - - JAMB DETAIL A SCALE = 3" = 1' -0" L JAMB DETAIL B SCALE = 3" = 1' -0" VINYL WALL COVERING SEE FINISH SCHEDULE ON SHEET A1.1 FOR ADDITIONAL INFORMATION. 5/8" GYP. BD. EACH SIDE MTL. STUDS, REFER TO PARTITION TYPES. VINYL WALL COVERING SEE FINISH SCHEDULE ON SHEET A1.1 FOR ADDITIONAL INFORMATION. I I 4" A5.1 SCALE = 3" = 1' -0" HALLWAY 5/8" GYP. BD. EACH SIDE MTL. STUDS, REFER TO PARTITION TYPES. PAINT PER ELEVATIONS. TOILET ROOM 1 3/4" 1/4' JAMB DETAIL C NEW FRP ON TOILET ROOM WALLS BELOW, 48" A.F.F. CAULK ALL JOINTS. PAINT ABOVE TILE. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION. 5/8" GYP. BD. EACH SIDE MTL. STUDS. REFER TO PARTITION TYPES. PAINT PER ELEVATIONS. Y- U) DRESSING - ROOM TRIM BY F.C. (TYP. BOTH SIDES). PREHUNG DOOR AND FRAME BY F.C. LOUNGE AREA NOTE: HOLD JAMB, TRIM MOULDING. AND 1 x BLOCKING OFF SLAB TO ALLOW FOR CARPET FINISH TO BE INSTALLED FLUSH BENEATH. STUD POST BEYOND. SEE DETAIL 11/45.1 FOR CONNECTION TO EXISTING STRUCTURE. 1 1/2" COLD ROLLED 16 GA. METAL CHANNELS AT 4' -0" O.C. (MAX.) 7/8" METAL FURRING CHANNELS AT 24" O.C. (MAX.) CEILING 11' -0" A.F.F. 5/8" GYP. BD. CEILING. REFER TO DETAIL 2/A2.1. PAINT(P -1 FLAT (TRIM -2) (WC-2) SOFFIT 9' -0" A.F.F. 3 5/8" 20 GA. MTL. STUDS AT 16" O.C. WITH 5/8 TYPE 'X' GYP. BD. ON EXPOSED SIDES. (2) 3 5/8" 20 GA. MTL. STUD BOXED HEADER. REFER TO DETAIL 14/A5.1. LOUNGE 4 SOFFIT DETAIL A A5.1 SCALE = 1 1/2" = 1' -0" STUD POST BEYOND. SEE DETAIL 11/A5.1 FOR CONNECTION TO EXISTING STRUCTURE. 7/8" FURRING CHANNEL @ 16" O.C. (HORIZONTAL). INSTALL FURRING CHANNEL AT APPROPRIATE HEIGHT TO PROVIDE BACKING AT CEILING FRAMING. 1 1/2" COLD ROLLED 16 GA. METAL CHANNELS AT 4' -0" O.C. (MAX.) 7/8" METAL FURRING CHANNELS AT 24" O.C. (MAX.) CEILING 11' -0" A.F.F. 5/8" GYP. BD. CEILING. REFER TO DETAIL 2/A2.1. PAINT (TRIM _D ( P -1 EGGSHELL 6" 18 GA. MTL. BACKING (TYP.) 3 5/8" 20 GA. MTL. STUDS AT 16" O.C. WITH 5/8" TYPE 'X' GYP. BD. ON EXPOSED SIDES. 20 GA. 2 "x2" METAL ANGLE. SOFFIT 8'•--0" A.F.F. (2) 6" 20 GA. MTL. STUD BOXED HEADER. LOUNGE FT 2x4 5 SOFFIT DETAIL B A5.1 SCALE = 1 1/2" = 1' -0" STUD POST BEYOND. SEE DETAIL 11/A5.1 FOR CONNECTION TO EXISTING STRUCTURE. 1 1/2" COLD ROLLED 16 GA. METAL CHANNELS AT 4' -0" O.C. (MAX.) 7/8" METAL FURRING CHANNELS AT 24" O.C. (MAX.) 5/8" GYP- B0. CEILING. REFER TO DETAIL 2/A2.1. PAINT(P -1 FLAT P -1 CEILING 11' -0" A.F.F. EGGSHELL 6" 20 GA. MTL. STUDS AT 16" O.C. WITH 5/8" TYPE 'X' GYP. BD. ON EXPOSED SIDES. (2) 6" 8 GA. MTL. STUDS BOXED HEADER. 4i . CEILING 9' -6" A.F.F. 5/8" GYP. BD. CEILING. REFER TO DETAIL 2/A2.1. PAINT(P -1 EGGSHELL SALES /THIRD ROOM A5.1 SCALE = 1 1/2" = 1' -0" 5 1/2" 5 1/2" 4 7/8' 6 SOFFIT DETAIL C CLOSET FLAT FITTING ROOM EGGSHELL SALES VESTIBULE /LOUNGE WALL BEYOND. EXISTING CONCRETE SLAB. GLUE - DOWN WITH PAD. q x • LOUNGE AREA (CPT-1) GLUE DOWN WITH HALLWAY A5.1 SCALE = 6" =1' -0" • • RUBBER SELF ADHESIVE TRANSITION PROFILE. "SCHLUTER" (800) 787 -5055. FASTEN TO FLOOR WITH TAPCONS AT 12" O.C. 7 TRANSITION DETAIL A SALES ad WALL BEYOND. SCHLUTER TRANSITION STRIP (BRUSHED ALUMINUM). — EXISTING CONCRETE SLAB. .• ( 8� TRANSITION DETAIL B A51 SCALE = 6" = 1' -0" 400T150 -43 EA SIDE. 6005200 -68 11 TOP TRACK. ATTACH TOP & BOTTOM TRACK USING (2) #10 -16 SCREWS AT 16" O.C. SCALE = 1 1/2" = HEADER ATTACHMENT i 8" LONG SECTION OF 362T125 -43 RUNNER TRACK SCREW ATTACHED TO FULL HEIGHT STUD W/ (6) #10 -16 SCREWS & TO HEADER W/ (3) #10 -16 SCREWS EACH FLANGE. L3x3x1/4x4" LONG WITH (1) 1/2" DIA. HAS RODS WITH (2) 1/8" PLUS /MINUS MIN. EMBEDMENT INTO SLAB. DRILL AND SET WITH HILTI HY 150 ADHESIVE. ATTACH ANGLE TO POST WITH A MIN. DF (6) # 10 TEK SCREWS. STUD POST CONNECTION SCALE = 3" = 1' -0" N NOTE: CRIPPLE STUDS AND THEIR BOTTOM TRACK ABOVE HEADER OVER OPENING NOT SHOWN FOR CLARITY. HEADER ATTACHMENT. SEE DTL. (2) UNPUNCHED STUDS. SEE PLAN FOR MEMBER SIZES. (2) FULL HT. JAMB STUDS FACE TO BACK. FASTEN W/ #10 SCREWS EA. FLANGE AT 12" O.C. 2" x 2" x 16 GA CLIP ANGLES, 1/2" LESS THAN STUD WIDTH. USE (3) #10 -16 SCREWS ON EACH LEG AS SHOWN ABOVE. JAMB STUD ATTACHED W/ TRACK. ATTACH TRACK TO JAMB W/ (1) #10 -16 SCREW AT 16" O.C. ON EACH LEG & (2) #10 -16 SCREWS INTO WEBS AT 16" O.C. ATTACH JAMB STUD TO TRACK W/ (1) #10 -16 SCREW AT 16" O.C. ON EACH LEG. TRACK SECURED TO FLOOR W/ 1/4" TAPCON SCREWS AT 4' -0" O.C. 14 TYPICAL BOXED HEADER DETAILS TOP TRACK. 8" LONG SECTION OF 362T125 -43 RUNNER TRACK SCREW ATTACHED TO FULL HEIGHT STUD W/ (6) #10 -16 SCREWS & TO HEADER W/ (3) #10 -16 SCREWS EACH FLANGE. HEADER_A T C MENT ' ATTACH TOP & BOTTOM TRACK USING (2) #10 -16 SCREWS AT 1 6" O.C. RE-VIEWED FOR CODE COMPLIANCE A PPROVED MAR - 3 NOB City Of Tukwila BUILDIl DI4II5IO HEADER ATTACHMENT. SEE DTL. (2) UNPUNCHED STUDS. SEE PLAN FOR MEMBER SIZES. (2) FULL HT. JAMB STUDS FACE TO BACK. FASTEN W/ #10 SCREWS EA. FLANGE AT 12" O.C. 2" x 2" x16" GA. CLIP ANGLES, 1/2" LESS THAN STUD WIDTH. USE (3) #10 -16 SCREWS ON EACH LEG AS SHOWN ABOVE. JAMB STUD ATTACHED W/ TRACK. ATTACH TRACK TO JAMB W/ (1) #10 -16 SCREW AT 16" O.C. ON EACH LEG & (2) #10 -16 SCREWS INTO WEBS AT 16" O.C. ATTACH JAMB STUD TO TRACK W/ (1) #10 -16 SCREW AT 16" O.C. ON EACH LEG. TRACK SECURED TO FLOOR W/ 1/4" TAPCON SCREWS AT 4' -0" 0.C. FEB 2 2 2000 ,HERMIT CENTER J. LOU'S, MO 5:3117 10877 WATSON ROAD PROJECT MANAGERS Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com rx z O 0 z H 7 a. 02/01/08 comm FEB 2 12008 William A. Bandle PROFESSIONAL Of RECORD PHONE' 3I4 - -82I - I100 Lin. #6850 Exp. 08/12/08 The pro(essi.rncl ut re•_ord is practicing (IS Individual TYPICAL FIXTURE DETAILS :307856 Author ('hecker 1 1/2" = (' -0' 3 5/8" 20 GA. MTL. STUDS AT 16" O.C. WITH 5/8' TYPE "X" GYP. BD. ON EXPOSED SIDES. CP -1) EGGSHELL 3 5/8" 20 GA. JAMB STUD TO SUPPORT BOXED HEADER AT EDGE OF 9' -6" A.F.F. GYP. BD. CEILING SPANNING ACROSS STORE (B.O. HEADER @ 9' -6 5/8" A.F.F.) REFER TO DETAIL 11 & 14/A5.1 (TYP. BOTH SIDES OF CLOSET AREA). 3 5/8" 20 GA. JAMB STUD TO SUPPORT BOXED HEADER AT CLOSET OPENING (9.O. HEADER @ 8' -0 5/8" A.F.F.) REFER TO 14/A5.1 (TYP. BOTH SIDES OF CLOSET AREA) - STOP JAMB STUD ABOVE AS SHOWN TO ACCOMMODATE 6" BOXED HEADER FOR 9' -6" A.F.F. GYP. BD. CEILING. REFER TO 11 & 14/A5.1 (TYP. BOTH SIDES OF CLOSET AREA). �A5., SCALE = 1 1/2" = 1' -0" A 4 7/8" EQ P -1) EGGSHELL ENLARGED CLOSET PLAN - 0" EXISTING DEMISING PARTITION. 3 5/8 20 GA. MTL. STUDS AT 16" O.C. BLACK MELAMINE PANELS INSTALLED ON CLEATS AT TOP, MIDDLE AND BOTTOM. PANELS AND CLEATS BY FIXTURE VENDOR. SHELVING AND RECESSED STANDARDS BY FIXTURE VENDOR. LINE OF SOFFIT ABOVE. CENTER LINE OF BOXED BEAM ABOVE. 2' -0" 7' -0" 7' -93/4" 2'-0" EQ 4 7/8" B.O. GYP. BD. CLG. 1 1 ' -0" A.F.F. c r i B.O. GYP BD SOFFIT 8' -0 A.F.F. EXISTING DEMISING PARTITION. CLEAT BY FIXTURE VENDOR. ll A5.2 SCALE = 1 1/2" = 1' -0" X x X x 2 1 SECTION AT CLOSET P-1) FLAT P -2) 1' - 10" 0 0 EGGSHELL X x X x TRIM -4) BLOCKING AS REQUIRED. GYP. BD. CEILING. SEE DETAIL 2/A2.1 FOR TYPICAL CEILING FRAMING DETAILS. PAINT EGGSHELL GFRG BY INTEXFORMS, INC. PHONE: 1-408-846-5667. 3 5/8 20 GA. MTL. STUDS AT 16" O.C. WITH 5/8" TYPE "X" GYP. BD. ON EXPOSED SIDES. PAIN WALL MOUNTED LIGHT FIXTURE, REFER TO ELEC. DWGS. EGGSHELL (2) 6 20 GA. MTL. STUD BOXED HEADER. REFER TO 11 & 14/A5.1. 8" GFRG BY INTEXFORMS, INC. PHONE: 1 -408- 846 -5667. PAINT EGGSHELL WOOD SHELVING AND HANGBAR BY FIXTURE VENDOR. GC TO INSTALL BACKING AS REQUIRED PRIOR TO INSTALLATION OF GYP. BD. SLOTTED SHELVING STANDARDS AND SHELF SUPPORTS (TYP.). BY FIXTURE VENDOR. 3/4" PLYWOOD BACKING STRIPS INSTALLED HORIZONTALLY, SPACED EVENLY, BETWEEN SHELVING STANDARDS. BLACK MELAMINE PANELS WITH CLEATS TOP AND BOTTOM. ALL PIECES BY FIXTURE VENDOR. 3 5/8" 20 GA. MTL. STUDS AT 16 O.C. EGGSHELL WOOD BLOCKING. AS REQUIRED. INSTALL SO THAT BASE TRIM IS INSTALLED IN FRONT OF MELAMINE PANELS. 9.0. GYP. BD. CLG. 9'- 6" A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVED MAR - 3 2008 City Of Tukwila BUILD N DIVISION RECEIVED FEB 2 2 2008 PERMIT CENTER Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.com ST. LOUIS, MO 63127 10877 WATSON knAD F'ROJEC T MANACTF6 02/01/06 COMM m FOR REFERENCE ONLY PRCrESEIONAt or RECORD PHONE 314 821 IIOU The prof , ': ,si .,r re..ord I pr c[ irnfividu PIPP MOBILE STORAGE SHOP DWGS project'" drawn by checked by scale 1" _ 4 00' - o" 307656 VENDOR VENDOR RITE HOUSE LACK MAR KET STEP #1 CONFIRM PARTS TO PACKING LIST PARTS DESCRIPTION Any or all of the fallowing pmts may be bcluded in your system, C fnmall parts and clues fatter to the packing list before begit� m g installation. Yr X .3+' HILTI II ANCHOR HEAVY DUTY MIX (R EFT) BIlH STEM. umicamemag SHELVING PARTS , UPRIGHT *r UPRIGHT • x 1r NeiL-IN l4`x 2 NAd. -IM DOUBLE WET BFJIht IOW PROFEZ Xi UASORKY DRILL BIT FOR 10L. -R6 AND HILII HakGBAR SHELF MATERIAL DC STOP (ATTACH WRH HIL71 A) Mill-CARET 61EDORISH STEP #5 IN -TRACK ANTI -TIP (OPTION) The guide is designed to be inset d MM the track after the track is in the approximate lecafien, hurt pintas r +aitiT't eflnor: system is shipped co assembled, howl, if the meant assembly cannot be insetted into the hack, it is possible to remove and *Mang the Indust assembly. The mount assembly most be placed in the original factory locaraiai. The system will not worts ifthe mount aaaemlily is not placed property. Secure the shelving to the coingri with meis]ler uuppfied hardware. The Epp In-Track Antl -Tip shown above will be shipped with the heavy duty track sbdwn to the right Connect the heavy duty track Tuning the underlayment as a guide and ecorb to the floor througif the raid -track aaehdr hdks. STEP #2 INSTALL STATIONARY SHELVING Install stationary shelving at one end (where applituble). Place stationary shelving on stationary cordage if banded. Use stationary shelving to assist in aligning track Od mobne des. HANGBAR INSTALLATION THIS DRAWING IS THE PROPRIETARY PROPERTY OF PIPP MOBILE STORAGE SYSTEMS, INC. ANY REPRODUCTION WITHOUT WRITTEN PERMISSION OF PIPP MOBILE STORAGE SYSTEMS, INC. IS STRICTLY PROHIBITED. STEP #3 INSTALL TRACK (STAGGER JOINTS) Align assembled track parallel to wall or Male, with appYmdmately 1 -1r1 "clearance fond any obstacle. Using the holes in the track as a guide, drill 1/4" bole's into cote= float deer enough for the end stop fasteners. Clean concrete dust from hole. Hammer the fasteii&s through the end stop sad track into flout. Canaan joins are still properly seated, and track is straight Drill hole's for end stop at opposite end of track. Hamner fastener's through and stop. Maiming careful alignment, install mid -track fasteners. :d4' Hui N r ., 01' NAILAN Dart STOP A To INA STF�L uNteevaster cut coat 3" FOR fRRURS ACOATICNS 1,Z SPACING FROM WAIL TACK PLACED TOLIONDTO s crniARY SNELYING STOP TRACK Bil) Align mining Mock parallel to fast track using wheel centers. Ensure wheel is centered in the ,hanr -i And= on end oldie track. Test parallelism by rolling several caffiagea eIoug the track rim utleg full body weight. To confirm parallelism make several track to Mirk mea meme is along each rum. - Can'iege+ stueld w1r£reciy wilh minimum lateral wheel mave/nent. - The track ends should be square and aligned. Confirm track joins are fully seated. Anchor and stops through track with end stop fasteners as above. Ameba Rrateliers. HEAVY DUTY TRACK Align mderleyment extension with connecting track Have an aesistant gently tap the end of the track ntai1 sections are seated flush. STEEL uNDEf$Anzin E naffs N arm. uND AyM TT cur ipVGS 3' ATTACH SHELVING TO CARRIAGE CORNER POST ATTACHMENT CENTER POST ATTACHMENT pa YAWNER 12 s air If#r[aDG'tl COMER WREN 012 X 2.500 ?EKS SLAM PLATE P& D unnsirr. MOBILE STORAGE SYSTEMS, INC 2966 WILSON DR. NW, WALKER, MI 49544 PH: (800) 234 -7477 FAX: (616) 530 -8400 EMAIL: CUSTOMERSERV@PIPPMOBILE.COM HTTP: / /WWW.PIPPMOBILE.COM STEP #4 INSTALL ANTI -DRIFT MECHANISM tom worn lama oat + 11 4■11 • 11061 LW Me i-ifir• pansy LIST OF MATERIALS r I oat ,• 10 aRs f Kw MS ROOMS MEla raAE Loosen the bottom 2 screws of carriage corner plate. Remove top 2 screws of corner plate. Remove entire corner plate (discard). Install anti-drift mechanism Install top 2 screws Tighten the bottom 2 screws. HANDLE INSTALLATION 1/4-20 X 1.2 SOCKET HEAD CAP SCREW 9 9 9 n 9 U 9 9 9 9 SHELVING UP 1/4 -20 SERRATED RANGE NUT STORAGE UNITS DO NOT EXCEED 7' -11 I\ HEIGHT. City o f T��wi1 130.1 Y FEB 2 2 2008 PERMIT CENTER Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.cam M/A2 T. L0111`;, MO ff.3127 10877 WATSON V )AD PROIIEC •T MANACERS 0C /01 /08 c FOR REFERENCE ONLY PROFESSIONAL OF RECURU PHONE• .314 -871 -- 1100 The professronal of record practicing as an Indlvlducl PIPP MOBILE STORAGE SHOP DWGS project drawn by checked by scale :307305 VENDOR VENDOR 1/4„ = 1 ,_0„ WHITE HOUSE /BLACK MARKET INSTALLATION INSTRUCTIONS UNITS WILL BE T -11 "' HIGH WITH 2 SHELVES ye 2 HANG LEVELS. SHELVING UNIT PARTS: (:) © 0 VIMAY Affirm EACH WEL EAcH Isra 0417a1 lC1113. 1 I llrw I 1° M0®LE %TOFLYIE STSFFM. GiC ZINtilan OWL .71 MI-7A a WHITE HOUSE /BLACK MARKET Illlll ° ®I ° 1 ° INSTALLATION INSTRUCTIONS NaBLS°�°` '- N14P�C • -. n4lhr,.c mvm®w W FAN �1 �rla UNITS WILL BE 7" -&" HIGH WITH 2 SHELVES J 2' ItANG LEVELS. SHELVING UNIT PARTS: 4i) © 0 MOW MD2113 39411 LEWL orai Loa. noszaboat END Na MTH M AANUi Seur*d t . iR With Nn addNland 76 beam IC* profga beam rnd dautila aldnd tops. ROMA We. dual COWER EA LE+a. EACH MEL EACH MO. WHITE HOUSE /BLACK MARKET INSTALLATION INSTRUCTIONS ATILT° :11 r UNITS WILL BE 7-11' HIGH WITH 6 SHELVES 5 OPENINGS SHELVING UNIT PARTS: 1 1943a.Fr r LPOSIC zr Taw muff lE snow. EACH SHELF TO HAVE (4) 4"X1" DRY ERASE MAGNETIC STRIPS 1409LE 5frnCY.E SYSTEM; Ric WHITE HOUSE /BLACK MARKET IIIIII'U' ' INSTALLATION INSTRUCTIONS UNITS M11LL BE 7' -11 "' HIGH WITH 2 SHELVES 1 2 HANG LEVELS. SHELVING UNIT PARTS: HC®.E =WAGE 3 CYO 11/4„, (— WHITE HOUSE /BLACK MARKET INSTALLATION INSTRUCTIONS UNITS WILL BE 7' -11 "' HIGH WITH 8 SHELVES 7 OPENINGS SHELVING UNIT PARTS: += © ® © o 1. Y mower NIA =m 4417 tf>Q FIN EACH SHELF TO HAVE (3) 4°X1" DRY ERASE MAGNETIC STRIPS 2 DIVIDERS PER SHELF 0 12" SPACING I11II1°a1 °1 F LE 51VP.Y.E SYSTEMS, RI . ' i rmm. (WHITE HOUSE BLACK MARKET INSTALLATION INSTRUCTIONS UNITS WILL BE 7' —B . " HIGH 11TH 7 SHELVES 6 OPENINGS SHELVING UNIT PARTS: © © ® © C) Q . r r bar 1A rta1 Le1F1. IIIIIr l' °' MneuE SroraCE sYsrEli$, Nc 10 raal'wm- Manager /Shipping and Receiving desk INSTALLATION INSTRUCTIONS UNITS WILL BE 6' HIGH WITH 3 SHELVES AND 3 LEVELS SHELVING UNIT PARTS (WHITE HOUSE /BLACK MARKET INSTALLATION INSTRUCTIONS UNITS WILL BE 7' -11"' HIGH WITH 6 SHELVES 5 OPENINGS SHELVING UNIT PARTS: © 0 ® 0 0 6 wiorr r uFllexr uoVE 00,0 EWE 111991113 211911m. 111111 ° a 1'r NWRi Sra*FE 51STEN5, ac rmrrnu• WHITE HOUSE /BLACK MARKET INSTALLATION INSTRUCTIONS UNITS WILL BE 7' -8 °' HIGH WITH 5 SHELVES 4 OPENINGS SHELVING UNIT PARTS: t 0 i 'emir r I6ifr ogife EACH SHELF TO HAVE (4) 4"X1 DRY ERASE MAGNETIC STRIPS urway 121C-11. WYmBAR N1And( WALE 51URA'CE 51$1EN5, D rM E IA r4.A.! 111111 °1 I° I STOg, ra, dada& yam A 2 '1 t1PR1GU T SSL1j7 (ETITDOWNFPOM3g) A •$ 7,`iaKEm T 9AV06 (1v11306) C 6 DO BLER1VEr 9612 (QAl2) D 4 DUEL RIVEY 5819 PACO B 3 DOUmLaaiVar ma (woo) F 2 FOOTc IP3 CA:' (9F] E 6 WDHLEKIVET LOWPR11 iffiP1736 fDV36) H I amp SUPPIAt' 3T616 14AT117 K 3 114:36PAIMCLEBOARD L 1 133136FARTICLEBQARD M ' 2 RPDPHExcr &AI - (cuTDDWNFHDbl 4C) BARITE HOUSE /BLACK. MARKET INSTALLATION INSTRUCTIONS I11111'11'1° UNITS WILL BE 7'-8" HIGH WITH 6 SHELVES 5 OPENINGS SHELVING UNIT PARTS: 0 0 ® 0 0 8 MERE SUAVE STSfFh6, VIC INSTALLATION INSTRUCTIONS UNITS WILL BE 7'-- 11 HIGH WITH 6 SHELVES 5 OPENINGS SHELVING UNIT PARTS: (4 .© ID CD 1 twoir r Is ilarr EACH MEL EAcH . IraLE 5TRZ9GE "fSfIER15. STORAGE UNITS DO NOT EXCEED 7' -11" I\ HEIGHT. (f WHITE HOUSE BLACK MARKET INSTALLATION INSTRUCTIONS UNITS WILL BE 7°-- 8" HIGH WITH 5 SHELVES 4 OPENINGS SHELVING UNIT PARTS: 40 MAI 'art"", 1995419 r uP31191T IIIIII°i1°1'® NPC E STCFOGE aialW5. IIIC EINOWCAVADMIMPRIALIAX U FEB 22 ZUuJ PERMIT OENTEI - MECHANICAL KEYED NOTES '®" 1 S1- SUPPLY AIR DEVICE "TITUS" OMNI 24 "X24 ". PROVIDE VOLUME DAMPER AS SHOWN ON DIFFUSER MOUNTING SCHEMATIC (SHEET MP2). FRAME TYPE 3 AND TRM RAPID MOUNT FRAME. WHITE FINISH. 2 52- SUPPLY AIR DEVICE 'TITUS" OMNI 12 "X12 ". PROVIDE VOLUME DAMPER AS SHOWN ON DIFFUSER MOUNTING SCHEMATIC (SHEET MP2). FRAME TYPE 3 AND TRM RAPID MOUNT FRAME. WHITE FINISH. 3 53- SUPPLY AIR DEVICE 'TITUS" OMNI 24 "X24 ". PROVIDE VOLUME DAMPER AS SHOWN ON DIFFUSER MOUNTING SCHEMATIC (SHEET MP2). FRAME TYPE 3. WHITE FINISH. 4 EXHAUST AIR DEVICE "NUTONE" MODEL 672R 9 "X9" LOUVERED FACE. PROVIDE VOLUME DAMPER. EXTEND & CONNECT NEW EXHAUST TO LANDLORD'S EXISTING EXHAUST DUCT. TRANSITION AS REQIURED. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS PRIOR TO SUBMITTING BID. 5 R2- RETURN AIR DEVICE "TITUS" 355RL 24 "X12" LOUVERED FACE. FRAME TYPE 3. WHITE FINISH. CONTRACTOR SHALL INSTALL WITH LOUVER OPENINGS FACING WALL. 6 MOUNT THERMOSTAT ON WALL 48" TO 56" AFF. LOCATE REMOTE SENSORS AT THE DIRECTION OF CHICO'S PROJECT MANAGER. NOTE THAT "I" STAT BY LIGHTSTAT IS CUSTOM PROGRAMMED FOR EACH CHICO'S LOCATION AND MUST BE ORDERED BY CONTRACTOR AT AWARD OF JOB TO ENSURE ON TIME DELIVERY. 7 EXTEND NEW 3" VENT TO 3" VENT STUB -IN. FIELD VERIFY LOCATION OF STUB -IN PRIOR TO INSTALLING ANY PIPING. 8 EXTEND NEW 4" SANITARY PIPING TO EXISTING SANITARY. FIELD VERIFY EXACT LOCATION, SIZE, AND INVERT ELEVATION PRIOR TO INSTALLING PIPING. CONTRACTOR SHALL OBTAIN APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH LANDLORD'S ON -SITE REPRESENTATIVE PRIOR TO INSTALLING ANY PIPING. 9 EXTEND NEW 3/4" DOMESTIC WATER TO 3/4" WATER STUB -IN. FIELD VERIFY EXACT LOCATION PRIOR TO INSTALLING NEW PIPING. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTER AND WATER METER WITH REMOTE READER IF REQUIRED. VERIFY REQUIREMENTS WITH LANDLORD'S FIELD REPRESENTATIVE AND LOCAL UTILITY. 10 CONTRACTOR SHALL ROUTE DUCTWORK TO AVOID ALL EXISTING WATER, GAS, SPRINKLER PIPING, BEAMS, JOISTS, ETC. CONTRACTOR SHALL FIELD VERIFY ALL PRIOR TO INSTALLING ANY DUCTWORK. 11 SMOKE DETECTOR IN RETURN AIR TO SHUT DOWN UNIT AND CLOSE ALL DAMPERS ON SIGNAL. WIRE SMOKE DETECTOR TO BUILDING ALARM SYSTEM OR A REMOTE AUDIONISUAL DEVICE WITH MANUAL RESET LOCATED IN A CONSTANTLY MONITORED LOCATION. 12 EXTEND AND CONNECT 8" DIA. EXHAUST DUCT TO EXISTING EXHAUST DUCT. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BID. CONTRACTOR SHALL VERIFY ALL CONNECTION REQUIREMENTS PRIOR TO BID. 50 CFM 6" DIA. NECK 16" DIA x me 22"x10" NECK WC -1 11 ■ .. WC-1 J X i I L VAV NCO -' CO CO SCALE = 1/2" = 1' -0" 6' 8 FD -1 O MS -1 FD - 1 20x18 000 WH -1 LAV -1 LAV -1 22 "x10" NECK 4 NCO 00 Lr DF -1 • 4 161 ii►� ENLARGED PLUMBING PLAN . ............................... 410 CFM 10" DIA. NECK (13.8 1/2" CW (TYP) 3/4" 3" SAN 4 " SAN 3/4" 3/8" 3/4" 3/4" 2 1/2" HW (TYP) 1 -1/2" SAN 3/8" 3/4" 3/4" HW HW 1 -1/2" 3/4" 1/2" CW (TYP) LAV -1 1 -1/2" SAN (TYP) 3/4" 1 -1/2 "V 3/4" 3/4" HW 3/4" • 210 CFM 8" DIA. NECK SCALE = N.T.S. O 1 210 CFM 8" DIA. NECK PLUMBING ISOMETRIC LANDLORD NOTES TENANT'S CONTRACTOR SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEILING ALLOWING FOR AIR FLOW BACK TO LANDLORD AIR CONDITIONING UNIT. ALL TENANTS ON THE GROUND FLOOR REQUIRING BELOW GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION. TENANT'S CONTRACTOR SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. TENANT'S CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER WHERE ANY WELDING IS DONE WITHIN THE DEMISED PREMISES. THE PERSON PERFORMING THE FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT LEAST 1 HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGH THE CITY OF TUKWILA FIRE DEPARTMENT. t 175 CFM 6" DIA. NECK 175 CFM 6" DIA. NECK A. ;175 CFM '•-6 DIA. NECK 175 CFM 6" DIA. NECK O .- ....v, -waw ngWPartapaaaiHH OPENING IN CLOSET AREA FOR RETURN AIR. SEE DETAIL 2/A5.2 FOR ADDITIONAL INFORMATION (TYP. OF BOTH CLOSETS). _ 4 : r l.j 175 CFM 6" DIA. NECK 175 CFM 6" DIA. NECK A.) B.) C.) D.) E.) M.) 8x10 175 CFM 6" DIA. NECK 175 CFM O 6" DIA. NECK GENERAL NOTES ,H' i. FEB 2 2 ZQMEI PERMIT CENTEh DUCT SIZES SHOWN ARE SHEET METAL DIMENSIONS. NO DUCT LINER. PROVIDE SINGLE WALL TURNING VANES @ ALL ELBOWS AND TEES PER SMACNA STANDARDS. DO NOT PROVIDE AIR EXTRACTORS OR SPLITTER DAMPERS WHICH PROTRUDE INTO RECTANGULAR TRUNK DUCTS. PROVIDE ROUND SPIN -IN FITTINGS FOR ROUND BRANCH DUCTS. ROUND BRANCH DUCTS ARE SAME SIZE AS DIFFUSER WHICH IT SERVES. CONTRACTOR SHALL FIELD VERIFY THE EXACT SIZE, LOCATION, AND CONDITION OF ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. TO BE REUSED, RETAINED OR CONNECTED TO. F.) CONTRACTOR SHALL IDENTIFY ROOF MOUNTED EQUIPMENT WITH STORE NAME AND UNIT NUMBER USING PERMANENT, WEATHER PROOF 2" HIGH DIE -CUT LETTERS. G.) CONTRACTOR SHALL COMPLY WITH ALL LANDLORD'S TENANT CRITERIA. COORDINATE AND SCHEDULE ALL WORK WITH LANDLORD'S FIELD REPRESENTATIVE. H.) MAXIMUM FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 5' -0 ". FLEXIBLE DUCTS SHALL BE INSTALLED TO PROVIDE SWEEPING CONFIGURATIONS WITH NOT LESS THAN MANUFACTURER'S RECOMMENDED BEND RADIUS, WITHOUT UNDUE RESTRICTIONS, BUT NOT CREATING UNNECESSARY SAGS OR CURVES. FLAT BANDING MATERIAL NOT LESS THAN 1 -1/2" WIDE SHALL BE USED TO SUSPEND FLEXIBLE DUCTING. DUCTING FURNISHED WITH FACTORY INSTALLED GROMMETS SHALL BE SUSPENDED BY WIRES ATTACHED TO GROMMETS. WHERE CEILING SPACE IS NOT SUFFICIENT TO PERMIT TOP CONNECTION TO CEILING DIFFUSER WITH PROPER BEND RADIUS FOR FLEXIBLE DUCT, CONTRACTOR SHALL FABRICATE AND /OR PROVIDE AN ADAPTER BOX FOR DIFFUSER TO PERMIT SIDE CONNECTION OF FLEXIBLE DUCT. I.) CONTRACTOR SHALL PROCURE THE SERVICES OF A LANDLORD APPROVED NEBB OR AABC CERTIFIED AIR BALANCE & TESTING AGENCY TO BALANCE, ADJUST & TEST EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE/TEST AGENCY'S REPORT TO CHICO'S PROJECT MANAGER AND LANDLORD'S REPRESENTATIVE FOR REVIEW. J.) BALANCING OF AIR DEVICES SHALL BE ACCOMPLISHED BY ADJUSTING BRANCH TAKEOFF DAMPER AT MAIN TRUNK DUCT. DAMPERS IN THE NECKS OF AIR DEVICES SHALL BE USED FOR FINAL TRIM ONLY, AND IN NO CASE FOR GREATER THAN 10% OF THE INDICATED VOLUME FOR THE INDIVIDUAL AIR DEVICE. K.) CONTRACTOR SHALL PROVIDE ALL WATER, WASTE AND VENT PIPING AS REQUIRED TO MAKE A COMPLETE AND WORKING SYSTEM IN EVERY RESPECT. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND THE STANDARDS AND REQUIREMENTS OF THE LANDLORD. FIELD VERIFY ALL LOCATIONS AND SIZES OF UTILITES. L.) ANY PENETRATION THROUGH THE ROOF SHALL BE COORDINATED WITH THE LANDLORD'S FIELD REPRESENTATIVE AND SHALL BE DONE BY A LANDLORD APPROVED ROOFING CONTRACTOR TO MAINTAIN THE ROOFING WARRANTY. TENANT /MALL CRITERIA DOCUMENTS SHALL BE CONSIDERED A PART OF THE CONSTRUCTION SSp 4/Z4 DOCUMENTS. TENANT CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS STATED THEREIN �{�/ WHETHER SPECIFICALLY DESCRIBED ON THE DRAWINGS OR NOT. 4 ff) 1/.4t NQ N.) SSTRUOCTURE SUSPEND FROM DECK OR PROVIDE ABOVE. ALL ITEMS SHALL STEEL AS REQUIRED. FROM ' QjJ Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.com ST. LOU* I MO 6312/ 10877 WATSON ROAD PROJECT MANAGERS 07/0'2/04 date comm scale PRO • S ION OF RECORD PHON . 314 -8_ 1100 L .#C0018394 EX I RES 07/21/09 The prof sionol of ier, ird is practicing as �n individual. project = drawn by checked by HVAC & PLUMBING FLOOR PLAN 307656 As indicated PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL FIXTURE CONNECTIONS REMARKS WASTE VENT CW HW MIN SUPPLY CFM WC -1 WATER CLOSET- INSTALL FLUSH VALVE ON OPEN SIDE OF WATER CLOSET AMERICAN STANDARD "CADET" #2377.100 3" 2" 1/2" - -- 1.6 GAL PER FLUSH, FLOOR MOUNTED, ELONGATED BOWL, TANK TYPE, CHROME TRIP LEVER, WATER SAVER, VITREOUS CHINA. MEETS ADA AND ANSI REQUIREMENTS WHEN INSTALLED WITH TOP OF SEAT BETWEEN 17" AND 19 ". FURNISH WITH WHITE AMERICAN STANDARD MODEL #5325.024 OPEN FRONT SEAT WITH COVER AND CHROME SUPPLY STOPS. EQUALS BY KOHLER OR CRANE. LAV -1 LAVATORY AMERICAN STANDARD "COMRADE" #0124.024 1 -1/2" 1 -1/2" 1/2" 1/2" PROVIDE WITH AMERICAN STANDARD FAUCET "RELIANT' MODEL #2385.0000 WITH POLISHED CHROME FINISH. EQUALS BY KOHLER OR CRANE. MS -1 MOP SINK FIAT MSB-2424 3" 2" 3/4" 3/4" MOLDED STONE WITH VINYL BUMPERGUARD. FURNISH WITH AMERICAN STANDARD "COMMERCIAL" MODEL #8344.112 EXPOSED YOKE WALL MOUNT UTILITY FAUCET, TOP BRACE, VACUUM BREAKER, STOPS IN SHANKS, METAL LEVER HANDLES, 6" THREADED SPOUT AND 1/2" NPT FEMALE INLETS. FD -1 FLOOR DRAIN ZURN Z-415 3" 2 - -- - -- 3" PIPE SIZE WITH TYPE "B" POLISHED NICKEL BRONZE STRAINER AND TRAP PRIMER CONNECTION. EQUALS BY JAY R. SMITH OR WADE. OF -1 DRINKING FOUNTAIN OASIS PACSL HI /LOW 1 -1/2" 1 -1/2" 1/2" - -- WALL MOUNTED. FURNISH WITH WALL HANGER PLATE, CHROME P -TRAP AND SUPPLY STOP. MOUNT TO ANSI STANDARD FOR HANDICAPPED AT 34 1/2" MAX. FROM FLOOR TO SPOUT OUTLET. TP -1 TRAP PRIMER PRESICION PLUMBING PRODUCTS, INC. P2 -500 - -- - -- 1/2" - -- ADJUSTABLE FLOW RATE, INTEGRAL VACUUM BREAKER AND INTEGRAL BACKFLOW PREVENTER. MOUNT IN AN ACCESSIBLE LOCATION PER MANUFACTURER'S PRINTED INSTRUCTIONS. PROVIDE WITH TRAP PRIMER DISTRIBUTION UNIT - PRECISION PLUMBING PRODUCTS INC., MODEL #DU -2. WCO -1 WALL CLEAN OUT ZURN Z -1441 - -- - -- - -- --- SIZE PER PIPING LATERAL, 4" MAX. DURA COATED CAST IRON BODY, WITH GAS WATERTIGHT APS TAPERED PLUG, AND ROUND SMOOTH STAINLESS STEEL ACCESS COVER WITH SECURING SCREW. WHA -1 WATER HAMMER ARRESTOR SIOUX CHIEF 653 -B - -- --- 3/4" - -- EQUAL BY PRECISION PLUMBING PRODUCTS, INC. WH -1 ELECTRIC WATER HEATER A.O. SMITH DEL -6 - -- - -- 3/4" 3/4" ENERGY SAVER LOWBOY, ELECTRIC WITH GLASS LINED TANK, 6 GALLON, 1,500 W., 120V/1 PH. EQUALS BY RHEEM OR RUUD. FAN POWERED, PARALLEL FLOW TERMINAL UNIT SCHEDULE VAV # MANUFACTURER MODEL UNIT SIZE INLET (IN.) REQ INLET PRESSURE (IN. W.C.) EXTERNAL STATIC (IN. W.C.) FAN BHP PRIMARY AIR TEMP (DEG F) MAX SUPPLY CFM MIN SUPPLY CFM ELECTRIC HEATER KW VOLTS /PH /HZ MCA MOCP ACCESSORIES 1 TITUS TQP 6 16 0.25 0.5 3/4 57 2500 950 10 460/3/60 14 20 10 KW ELECTRIC HEATER SUPPLY FIXTURE UNITS FIXTURE NUMBER WATER SUPPLY FIXTURE UNITS TOTAL COLD HOT DRINKING FOUNTAIN 1 0.25 - -- Q.25 FLOOR DRAIN 2 - -- - -- MOP SINK 1 2.25 2.25_ 1.5 2 LAVATORY 2 1.5 TANK TYPE WATER CLOSET (1.6GPF) 2 5 - -- 5 TOTAL WATER SUPPLY FIXTURE UNITS TOTAL PEAK DEMAND (GPM) 10.25 15.4 NOTE: LOAD VALUES TAKEN FROM THE 2006 IPC, TABLE E103.3(2): "LOAD VALUES ASSIGNED TO FIXTURES." TOTAL DEMAND DETERMINED FROM THE 2006 IPC, TABLE E103.3(3): "TABLE FOR ESTIMATING DEMAND." DRAINAGE FIXTURE UNITS FIXTURE NUMBER DRAINAGE FIXTURE UNITS TOTAL DRINKING FOUNTAIN 1 0.5 0.5 FLOOR DRAIN 2 2 4 MOP SINK 1 2 2 LAVATORY 2 1 2 TANK TYPE WATER CLOSET (1.6GPF) 2 4 8 TOTAL DRAINAGE FIXTURE UNITS MINIMUM PIPE SIZE REQUIRED: 3" PIPE SIZE ON PLAN: 4" 16.5 NOTE: LOAD VALUES TAKEN FROM THE 2006 IPC, TABLE 709.1: "DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS." PIPE SIZE DETERMINED FROM THE 2006 IPC, TABLE 710.1(2): "HORIZONTAL FIXTURE BRANCHES AND STACKS." THERMOSTAT SET POINTS MODE OCCUPIED UNOCCUPIED COOLING 75° F 85° F HEATING 68° F 55° F THERMOSTATS FOR HEATING AND COOLING SHALL HAVE SET RANGE OF 55° F TO 85° F ADJUSTABLE TO PROVIDE A RANGE OF 10° F BETWEEN FULL HEATING AND FULL COOLING. ALL HEATING AND COOLING THERMOSTATS SHALL BE DESIGNED TO TERMINATE ALL HEATING AT 68° F AND ALL COOLING AT 75° F HVAC EQUIPMENT SHALL COMPLY WITH GOVERNING ENERGY CODE. THERMOSTATIC CONTROLS SHALL BE CAPABLE OF A DEADBAND OF AT LEAST 5°F. exCe ... ., ..� F :.rentC��B'a2�>�''$kG 'Ca a 1 CycW.�r1oR'1'" ,�ey :., .eea1,,, 3 `'u�9'1`3_I:Sy f rv,1 y,, fpn 1 {i ' { y § , }�ytS d�":�,.Fr1ca S C $ �I E'- _. 'aE,4p le I & . j Buldlna Summary Loads 1 8ullding peeps In 5eletember et 1 liatl. Roof 0 0.00 CI 0 0 0.00 Wall 0 0,00 0 0 0 0,00 ct<,99 0 0,00 0 0 0 0.00 Rota Slab 0 0.00 0 0 0 0.00 Sftth Loa, 0.00 0 0 0 0,00 Lighting 7,694 0.00 26,091 20,081 S4.02 equipment 3,000 0.00 10,05 00,06 21.08 Pe?ple 2a 0.00 5,544 7,41 12,95 24,92 Partition 0,00 0,00 Coral. prat 0.00 0,00 HOWL Prat 0.00 0.00 Cool_ Vent. 0.00 0.00 Heat Vent. 0.00 0.00 Cool, Inid, 0.00 0.00 Heat Intl. 0.00 0.00 Drave•Theu Fan 0.130 0.00 BloW Fen 0.00 000 Reserve Cep. 0.00 0.00 Reheat Cap. 00 0.00 Supply Duct 0.00 0 0.00 Return butt 0,00 0 0.00 Also. Supply 0.00 0 0,00 M1=. Retuni ❑.00 0 0,00 Building Totals 0 000 5,544 48,400 52,003 1 _ .,. vaax � ,�„s r .r;Yf. dl., ,[r- t ��' ,'E tE ;� -'� r ._ n. l: 0'. 1 f ' '� *:. •: .- yr fJ 441:11,11.,..!/,,:. F 5- 7a ? "� rn t � 9i r r.''.. ,i�lr.. ,1`81 - - Ventilation 0.00 0 0 0 0.00 Int0hation 0.00 0 a 0 0.00 Pretreated AA 0.00 0 0 0 0.00 Zeno Loads 0.00 5,544 46.459 52,003 100.00 Plenum Loads 0,00 0 '0 0 0,00 Fan 0 Duct Loads 0.00 0 0 0 0,00 Budding Tolals 0 0.00 0,544 48,453 62,003 100.00 ,E � , 1 ' d. -r, 14 ••i±;.,;;..a .l:r. 0 R' -t`. ' 11 • .0750,! :1 >R rfi GENERAL MECHANICAL CONDITIONS 1. THE GENERAL AND SPECIAL CONDITIONS OF THE ARCHITECTURAL DRAWINGS SHALL BE INCLUDED AS PART OF THESE DOCUMENTS. 2. ALL MATERIALS SHALL BE NEW, UNUSED, AND THE BEST OF THEIR RESPECTIVE KINDS AND FREE FROM DEFECTS. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AIR DISTRIBUTION SYSTEM WITHIN THE TENANT SPACE TO INCLUDE, BUT NOT LIMITED TO ALL DUCTWORK, HANGERS, INSULATION, VAPOR BARRIER, SUPPLY DIFFUSERS, RETURN GRILLES, FLEXIBLE CONNECTIONS, AND CONTROL INSTALLATION AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM. THE CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THIS CONTRACT. ALL WORK SHALL BE FURNISHED AND INSTALLED IN FULL ACCORDANCE WITH ALL LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS. 4. DRAWINGS ARE DIAGRAMMATIC ONLY, INTENDING TO SHOW GENERAL RUNS AND LOCATIONS OF THE WORK AND ARE NOT INTENDED TO BE RIGID IN SPECIFIC DETAIL. 5. THE CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR HIS WORK BEFORE HAVING SUBMITTED HIS PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CONDITIONS FOUND DURING THE COURSE OF THE CONTRACT. 6. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE SITE AND BE RESPONSIBLE FOR THE CORRECTNESS OF THE SAME. 7. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH LIGHTING PLANS, REFLECTED CEILING PLANS, LANDLORD'S SPRINKLER PLANS AND ALL OTHER TRADES. 8. THE INSTALLATION OF ALL EQUIPMENT AND MATERIALS REQUIRING ACCESS SHALL BE MADE IN SUCH MANNER AS TO MAKE THE EQUIPMENT AND MATERIALS READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIRS. 9. STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE ONLY IN SPACES AS DESIGNATED BY THE ARCHITECT /OWNER. 10. CONSTRUCTION DEBRIS AND RUBBISH GENERATED BY THE CONTRACTOR SHALL BE REMOVED FROM PREMISES DAILY TO MAINTAIN A CLEAN AND WORKABLE AREA. 11. ALL WORK AND EQUIPMENT SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE. 12. ALL WORK, INCLUDING INSIDE OF SUPPLY AIR DUCTS, AND EQUIPMENT WITHIN THE CONTRACT AREA FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO THE OWNER. 13. CONNECT NEW WORK TO EXISTING IN A NEAT AND APPROVED MANNER. 14. INTERRUPTION OF HEATING, POWER AND AUXILIARY SYSTEMS WHERE AND IF REQUIRED SHALL BE COORDINATED AND SHALL OCCUR ONLY DURING PREARRANGED ACCEPTABLE TIMES. 15. ALL DESIGN SHALL INCORPORATE CURRENT ASHRAE METHODS. 16. WHEN EXISTING DUCTWORK IS UTILIZED, SIZES SHALL BE AS SHOWN ON DWGS. AS MINIMUM REQUIREMENT. FIRE PROTECTION STANDARDS 1. THE CONTRACTOR SHALL RETAIN AND PAY FOR A "PROFESSIONAL OF RECORD" FOR ALL FIRE SPRINKLER AND FIRE PROTECTION WORK. 2. THE DRAWINGS AND ALL SPECIFICATIONS FOR ALL FIRE PROTECTION WORK ARE PERFORMANCE IN SCOPE AND INTENT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, EQUIPMENT, LABOR, DESIGN, LAYOUT, DETAILS, DRAWINGS, DOCUMENTS, AND ALL CRITERIA TO MEET GOVERNING AUTHORITIES, CODES, REGULATIONS, AND UNDERWRITER'S REQUIREMENTS FOR ALL FIRE PROTECTION WORK. 4. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 5. A COMPLETE SET OF ALL REQUIRED DOCUMENTS SHALL BE PREPARED AND SUBMITTED TO THE PROPER AUTHORITIES WITHIN THIRTY (30) DAYS OF CONTRACT AWARD. 6. THE LANDLORD'S DESIGN CRITERIA SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. 7. ALL FIRE PROTECTION WORK SHALL BE SCHEDULED IN ADVANCE WITH THE LANDLORD'S FIELD REPRESENTATIVE. FIRE PROTECTION SYSTEM SHALL BE FULLY OPERATIONAL WHEN THE CONTRACTOR IS OFF THE SITE. PLUMBING SPECIFICATION 1. PROVIDE A COMPLETE AND OPERATING PLUMBING SYSTEM AS INDICATED ON THE DRAWINGS. THE INSTALLATION SHALL BE COMPLETE WITH ALL FIXTURES, FITTINGS, TRIM AND ACCESSORIES TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM, PROVIDE FOR ALL CODE REQUIREMENTS AND DISABILITY PROVISIONS. 2. PROVIDE SQUARE TOP CLEANOUT COVERS ON FLOOR CLEANOUTS. SQUARE COVERS SHALL BE ALIGNED WITH BUILDING CONSTRUCTION AND FLUSH WITH FINISHED FLOOR. 3. SUPPLY PIPING SHALL BE TYPE "L" COPPER INSTALLED WITH LEADLESS SOLDER. SANITARY WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON WITH HUBLESS CONNECTOR FITTINGS ABOVE GRADE. BELOW GRADE SHALL BE SERVICE WEIGHT CAST IRON HUB AND SPIGOT GASKET JOINT. HOT AND COLD WATER SUPPLY PIPING SHALL BE INSULATED WITH A MINIMUM 1/2" FIBERGLASS WITH VAPOR PROOF ALL SERVICE JACKET OR EQUIVALENT CLOSED CELL FOAM INSULATION AS ALLOWED BY LOCAL CODES FOR INSTALLATION IN RETURN AIR PLENUMS. 4. ALL VALVE HANDLES SHALL BE COLOR CODED IN ORDER SO THAT THEY SHALL CORRESPOND AS FOLLOWS: A. BLUE - COLD WATER B. RED - HOT WATER 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PIPING SUPPORTS, HANGERS AND METHODS FOR ATTACHMENT TO WALLS AND PARTITIONS. 6. NO PIPING SHALL RUN THROUGH DUCTWORK. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SPACES AND CONDITIONS PRIOR TO FABRICATION AND INSTALLATION OF EQUIPMENT AND MATERIAL. 8. CONTRACTOR SHALL GUARANTEE ALL WORK FREE FROM DEFECTS OF WORKMANSHIP AND /OR MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. 9. DIELECTRIC UNIONS SHALL BE PROVIDED WHEREVER DISSIMILAR METALS ARE JOINED. 10. REFER TO PLUMBING FIXTURE SCHEDULE FOR SPECIFICATIONS FOR NEW FIXTURES AS REQUIRED. MECHANICAL SPECIFICATIONS 1. AIR BALANCING A. CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT NEBB OR AABC CERTIFIED AIR BALANCE AND TESTING AGENCY TO BALANCE, ADJUST & TEST EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE/TEST AGENCIES REPORT TO CHICO'S PROJECT MANAGER AND LANDLORD OPERATIONS DIRECTOR FOR REVIEW. MIN. OUTDOOR C.F.M. AND INDOOR FAN C.F.M. SHALL BE PROVIDED AS SHOWN ON RTU SCHEDULE (NOTE: BALANCE MUST BE WITHIN ± 5% OF DESIGN). 2. DUCTWORK A. INSTALL ALL DUCTWORK IN COMPLETE CONFORMANCE WITH RECOMMENDED CONSTRUCTION STANDARDS FOR RECTANGULAR AND ROUND SHEET METAL AND FLEXIBLE DUCTS IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS AND ALL OTHER AUTHORITIES HAVING JURISDICTION. FLEXIBLE DUCT SHALL NOT EXCEED 5' -0" IN LENGTH. MINIMUM SHEETMETAL THICKNESS SHALL BE 26 GA. B. ALL DUCT JOINTS SHALL BE SEALED PER SMACNA SEAL CLASS "C" USING DUCT SEAL AS MANUFACTURED BY UNITED SHEET METAL, OR EQUAL. GRAY DUCT TAPE SHALL NOT BE ACCEPTED. C. STRAP HANGERS SHALL NOT BE LESS THAN 1" BY 1/8" THICK ON SIX (6) FOOT CENTERS AND ATTACHED TO SIDE OF DUCT WITH SHEET METAL SCREWS. INSULATED FLEXIBLE DUCT MAY BE USED FOR LOW PRESSURE RUNOUTS TO INDIVIDUAL DIFFUSERS IN LENGTHS NOT TO EXCEED FIVE (5) FEET FOR EACH DIFFUSER. SEAL ALL SHEETMETAL SCREW PENETRATIONS. D. ALL RECTANGULAR AND ROUND SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM THICKNESS THAT CONFORMS TO THE STANDARD OF THE GOVERNING CODE AND SHALL IN NO CASE BE LESS THAN 2" AND SHALL HAVE A CONTINUOUS VAPOR BARRIER JACKET W /ALL JOINTS TAPED AND SEALED. E. PROVIDE FLEXIBLE CONNECTION BETWEEN ALL FAN POWERED EQUIPMENT AND CONNECTING DUCTWORK. F. ALL INSULATION, JOINING MATERIALS, SEALER, ETC.. SHALL HAVE A U.L. FLAME SPREAD CLASSIFICATION OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT RATING NOT MORE THAN 50. 3. AIR DEVICES A. SUPPLY DIFFUSERS: (TITUS AS STANDARD) SHALL BE FURNISHED WITH BAKED WHITE ENAMEL FINISH, AND SHALL BE SELECTED FOR NECK VELOCITIES NOT EXCEEDING 800 FPM AND NOISE LEVEL OF NC -35 OR LESS. B. SUPPLY DIFFUSERS SHALL BE ROUND NECK, STEEL, MODEL OMNI, SIZED USING CRITERIA INDICATED ABOVE FOR LAY -IN CEILING GRID TYPE CONSTRUCTION OR DRYWALL CEILING AS INDICATED ON DWG. DIFFUSERS SHALL BE COMPLETE WITH ADJUSTABLE AIR PATTERNS AS REQUIRED (REFER TO HVAC /PLUMBING PLAN, SHEET MP1). C. RETURNS SHALL BE 22 INCH SQUARE NECK (ROUND IN STORAGE) STEEL, PERFORATED FACE MODEL PAR. FACE VELOCITY OF RETURN REGISTERS SHALL NOT EXCEED 500 FPM. VOLUME CONTROL DAMPER NOT REQUIRED FOR RETURN INSTALLATION. D. COORDINATE LOCATION OF AIR DEVICES WITH LIGHTS, SPRINKLERS, SPEAKER, SMOKE DETECTORS, ETC. 4. EQUIPMENT A. REFER TO MECHANICAL PLANS FOR SPECIFICATIONS OF HVAC EQUIPMENT. B. ALL NEW EQUIPMENT SHALL BE EQUIVALENT TO THE SPECIFIED ITEM. ANY ACCOMMODATIONS FOR ALTERNATE MANUFACTURERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. C. MOUNT NEW EQUIPMENT USING VIBRATION MOUNTS OR HANGERS MOST SUITABLE FOR THE APPLICATION. D. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. E. EXISTING EQUIPMENT TO REMAIN SHALL BE CLEANED AND SERVICED TO RENDER IT FULLY OPERATIONAL. CONTRACTOR TO ADVISE TENANT OF COMPONENTS AND /OR CONTROLS, WHICH NEED TO BE REPLACED. F. COORDINATE UNIT LOCATION WITH LANDLORD AND SITE CONDITIONS. G. INSTALL GAS PIPING AND CONNECT TO NEW UNITS. FIELD VERIFY GAS METER LOCATION AND SIZE. INSTALL GAS REGULATOR WHERE REQUIRED. H. GAS PIPING SHALL BE SCHEDULE 40 (ASTM -Al20) BLACK STEEL WITH 300 lb. BLACK FULLY OPERATIONAL. MALLEABLE IRON BANDED SCREWED OR WELD PATTERN FITTINGS AS APPLICABLE. I. ALL PIPING AND FITTINGS LOCATED OUTDOORS AND ABOVE GRADE SHALL BE CLEANED FREE OF RUST AND PAINTED. ALL FITTINGS TO BE MADE WITH PIPE JOINT COMPOUND. TEFLON TAPE NOT ALLOWED. 5. CONTROLS A. PROVIDE CONTROLS AS SPECIFIED. SPECIAL CONTROL METHODS WILL BE ADDRESSED ON AN INDIVIDUAL BASIS. B. THE CONTRACTOR SHALL PROVIDE ALL 24V WIRING INCLUDING CONNECTIONS, CHECK, TEST AND START -UP. C. COORDINATE INTERFACING OF DUCT MOUNTED SMOKE DETECTOR (WHEN SPECIFIED OR REQUIRED) WITH ELECTRICAL CONTRACTOR TO STOP FAN. DOCUMENTATION CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. CONSTRUCTION DOCUMENTS SHALL REQUIRE AN OPERATING MANUAL AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER. THE MANUAL SHALL BE IN ACCORDANCE WITH INDUSTRY ACCEPTED STANDARDS AND SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: 1. SUBMITTAL DATA STATING EQUIPMENT SIZE AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. ALL OTHER HVAC CONTROL SYSTEMS, AND OTHER AUTOMATICALLY CONTROLLED SYSTEMS FOR WHICH ENERGY CONSUMPTION, PERFORMANCE, OR MODE OF OPERATION ARE REGULATED BY THIS CODE, SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORD WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORD WITH APPROVED PLANS AND SPECIFICATIONS. 2. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE, EXCEPT EQUIPMENT NOT FURNISHED AS PART OF THE PROJECT. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3. NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY. 4. HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS. DESIRED OR FIELD DETERMINED SET POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. DRAWING NOTES SHALL REQUIRE COMMISSIONING IN ACCORDANCE WITH SECTION1416 . DRAWING NOTES MAY REFER TO SPECIFICATIONS FOR FURTHER COMMISSIONING REQUIREMENTS. PLANS AND SPECIFICATIONS SHALL REQUIRE TESTS MANDATED BY THIS SECTION BE PERFORMED AND THE RESULTS RECORDED. PLANS AND SPECIFICATIONS SHALL REQUIRE PREPARATION OF PRELIMINARY AND FINAL REPORTS OF TEST PROCEDURES AND RESULTS AS DESCRIBED IN SECTION 1416.2.3. PLANS AND SPECIFICATIONS SHALL IDENTIFY THE FOLLOWING FOR EACH TEST: 5. A COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE INCLUDING SUGGESTED SET POINTS. NOTE: INSTALL ALL PLUMBING FIXTURES TO BE FULLY ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT OF 1990 (ARCHITECTURAL GUIDELINES). FIXTURES AND THEIR INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) PUBLICATION A117.1 - 'PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE' AND /OR GOVERNING CODES. - ALL PLUMBING FIXTURES EQUIPMENT, TRIM, & FITTINGS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO, WATER AND ENERGY CONSERVATION CODES. THE SCHEDULED AND /OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE CONTRACTOR'S BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS & CODES. ALL PIPING BELOW LAVATORY SHALL BE INSULATED WITH TRUEBRO LAV GUARDS AND CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. 1 G.C. TO PROVIDE REFLECTIVE TAPE \ MP2 SCALE = N.T.S. INSULATED ROUND DUCT TO SUPPLY AIR MAIN FLEXIBLE CONNECTION (MAX. 5ft.) VOLUME DAMPER PLASTER FRAME \ 7 DRYWALL CEILING I __".."- I SUPPLY AIR DIFFUSER DIFFUSER MOUNTING SCHEMATIC Total auditing Supply Air u (based on a 17' TD)' Total Redding Vent. AU (0.00°.6 of snppy). Total Conditioned fir Space. Supply Air Per Unit luoa: Area Par Cooling Capacity Coodng Capacity Per Area Hea0ng •apeclty Per Area; Total Heeding Regylred !Mlh Outside P)r, Total Cooling Required 0000 Outside Air 1. l lV,l -�rA �}aTTI F WA 3e70$ CH`! STRAP CLAMP (TYPICAL) 2,500 CFM 0 CFM 3,105 Sq.r* 0.7809 CFWfSq.ft 730.3 Sq.ttlion 0.0014 Tons/Sq,ft 000 Bluhrsq.ft 0 Stith 4.35 Tone Fncay February 15 2000 at 05 P1 (HVAC BUILDING LOAD SUMMARY VIPy SCALE = N.T.S. VACUUM RELIEF VALVE WATTS 36A PROVIDE HW EXPANSION TANK AMTROL #S7 -12 WHERE REQUIRED BY CODE. 3/4" CW 3/4" HW APPROVED 4" DEEP DRAIN PAN SET ON PLYWOOD PLATFORM R -10 INSULATION UNDER TANK C MP2}SCALE 3WATER HEATER DETAIL = N.T.S. SD La 0 3/4" PLYWOOD DIELECTRIC UNION NOTE: PROVIDE ADEQUATE WALL BRACING TO SUPPORT WATER HEATER & PLATFORM MOUNT WATER HEATER ABOVE FINISHED CEILING. DUCT SMOKE DETECTOR REMOTE SENSOR THERMOSTAT THERMOSTAT AND SUBBASE EQUIPMENT DESIGNATION 0 KEYED NOTES WH-1 NOTE: SET TEMP. @ 110° F qt) 18 GA. 2" WIDE METAL STRAP SYMBOLS LEGEND T & P RELIEF VALVE (FACTORY INSTALLED) WITH FULL SIZE DRAIN LINE. RUN RELIEF LINE TIGHT TO WALL AND TERMINATE IN MOP SINK. PROVIDE AIR GAP AS REQUIRED BY CODE. 1 1/2" x 1 1/2" x 1/8" STEEL ANGLE FRAME OF ALL WELDED CONSTRUCTION PRIME AND PAINT WHITE. SECURE TO WALL WITH STEEL FASTENERS. 1" DRAIN LINE FROM DRAIN PAN. RUN DRAIN LINE TIGHT TO WALL AND TERMINATE IN MOP SINK. PROVIDE AIR GAP AS REQUIRED BY CODE. A R X z REVISION NUMBER FEB 2 2 ZOUd PERMIT GENTE1 VOLUME DAMPER SUPPLY AIR DEVICE RETURN OR EXHAUST AIR DEVICE POINT OF CONNECTION BET�i/uEEt 1/I/ N F APPL EXISTING PIPING 'qap ( Ph. 314. 821. 1100 Fax 314. 821. 4162 Email chicos @cascocorp.com U1 /1(0/08 comm # T. LUI.II , MO 6.,1)7 10871 WA15(.)N F;OAD f'ROJEC T MANACIRS 1 ' 1' JAMES C. ALBERTS PR FESSIU AL UE f EL UHE; HONE. i' •t -B.'I- 1100 LIC. #C3018394 EXPIRES 07/21/09 T hr F,r. - ;fr y, 5 ■r❑ctic ;nig a an iniii vi�lu'71. project drawn by checked by scale HVAC & PLUMBING SCHEDULES & DETAILS :107656 As indicated VERIFY EXACT MOUNTING LOCATION OF ALL EQUIPMENT WITH ARCHITECTURAL PLANS AND DETAILS. TYPICAL (2) PANEL LA SERVES ALL LIGHTING ON SHEET El U.O.N. NUMBER INDICATES CIRCUIT # ON PANEL. LOWERCASE LETTER INDICATES SWITCH (SEE SWITCH DETAIL) OR T/C FOR TIME CLOCK. 3 PROVIDE AND INSTALL A CONTINUOUS 75" CONDUIT LOOP FROM EACH SPEAKER BOX LOCATION TO DEMISING WALL LOCATION. TERMINATE CONDUIT AT JUNCTION BOX AS INDICATED ON "RACEWAY DETAIL" ON SHEET E3. DRESSING ROOM SPEAKER SHALL BE LAST IN LIINE. • INSTALL REQUIRED SPEAKER ROUGH —IN KITS PROVIDED BY LOW VOLTAGE VENDOR FOR INSTALLATION OF SPEAKERS BY LOW VOLTAGE VENDOR. VERIFY REQUIREMENTS WITH LOW VOLTAGE VENDOR. DAISY CHAIN SPEAKER BOXES. 5 CONNECT EMERGENCY BALLEST AHEAD OF LOCAL SWITCHING TO MAINTAIN CONSTANT POWER. SEE DETAIL 8, EMERGENCY LIGHTING WIRING DETAIL THIS SHEET. (6) NIGHT LIGHTING CIRCUIT IS TO MAINTAIN CONSTANT POWER AT AIL TIMES. LIGHTS TO BE ILLUMINATED AS NIGHT LIGHTS UNDER NORMAL POWER SERVICE. LOSS OF POWER TO CIRCUIT SHALL ILLUMINATE LAMPS FROM EMERGENCY BALLAST. 7 PROVIDE A SINGLE —GANG JUNCTION BOX. CEILING MOUNTED AND A 1/2" CONDUIT W/ PULL STRING TO SECURITY SYSTEM JUNCTION BOX IN STORE ROOM AND WALL MOUNTED JUNCTION BOX AT FRONT ENTRANCE, LOCATION SPECIFIED ON PLANS. SECURITY SYSTEM SHALL BE OWNER PROVIDED AND INSTALLED. EMPLOYEES ARE TO OPEN AND CLOSE STORE THROUGH FRONT ENTRANCE. • PROVIDE A SINGLE --GANG JUNCTION BOX. WALL MOUNTED MOTION DETECTOR TO BE MOUNTED ABOVE EXIT SIGN AND RUN 1/2" CONDUIT LOOP TO CEILNG MOUNTED MOTION DETECTOR AND KEYPAD LOCATION SHOWN ON PLANS. (9) PROVIDE A SINGLE —GANG JUNCTION BOX. WALL MOUNTED MOTION DETECTOR TO BE MOUNTED IN CORNER AT REAR EXTERIOR EXIT AND RUN 1/2" CONDUIT LOOP TO CEILNG MOUNTED MOTION DETECTOR AND SECURITY J —BOX IN STORE ROOM. ®SWITCHES SHALL BE WALL MOUNTED OCCUPANCY SENSORS. HUBBELL PASSIVE INFARARED WALL SWITCH #OSWITCH WS120W OR EQUAL SHALL BE CONNECTED AHEAD OF OCCUPANCY SENSOR SO THAT SENSOR IS CONTROLLED BY SWITCH. GENERAL PURPOSE SWITCH SHALL NOT BE CONNECTED TO LIGHTING FIXTURES DIRECTLY. RESTROOM LIGHTING SHALL BE WIRED THE EXACT OPPOSITE. GENERAL PURPOSE LIGHT SWITCHES SHALL BE CONNECTED AFTER OCCUPACY SENSOR AND BE DOUBLE POLE SINGLE THROW. MOUNTED OCCUPANCY SENSOR(HUBBLE #ATP600C WITH CU120A CONTROL UNIT) SHALL BE CONTROLLED BY WALL MOUNTED LIGHT SWITCHES. ROUTE CONDUIT LOOP TO OTHER OCCUPANY SENSOR AND FOLLOW MANUFACTURE'S WIRING DIAGRAM ON INSTALLING MORE THAN ONE SENSOR(IF APPLICABLE). ROUTE CIRCUIT THROUCH O.C. PRIOR TO SWITCHES. SWITCHES ARE NOT TO DIRECTLY CONTROL LIGHT FIXTURES. ®LIGH]1NG FIXTURE SUPPLIED BY OTHERS, INSTALLED BY E.C. AND CONTROLLED BY TIME CLOCK. 14 SIDE MOUNT LIGHT FIXTURE BEHIND CASE FIXTURE FACING MERCHANDISE. COORIDINATE WITH FIELD REP. FOR OCONTRACTOR EXACT DETAILS. SHALL PROVIDE INTERIOR PHOTO CELL LOCATED AS SHOWN. ROUTE SWITCHED WIRE (a) THROUGH PHOTO CELL PRIOR TO TERMINATION AT FIXTURES. COORDINATE WITH CHICO'S PROJECT MANAGER FOR LIGHT LEVEL STTINGS OF PHOTO CELL EF -1, WIRE WITH TOILET LIGHTS TO ENERGIZE EF -1 WHEN THE LIGHTS ARE ON. SEE DETAIL A ON SHEET El. 21,t 11 F1, 1 s SCALE: NONE $ $ $ $$ ❑cegm ba$ $ SWITCHES SHALL BE INSTALLED AS SHOWN AND CABLED WITH CIRCUIT NUMBER. FINISHED FLOOR SWITCH DETAIL 12 COIL CONTROLLED BY TIME CLOCK CONTACTOR —' SCALE: N.T.S / / /! / / / / / / / / / /// LIGHT FIXTURE IN RESTROOM #1 S TWO POLE SINGLE THROW SWITCH (RESTROOM #1) OCCUPANCY SENSOR(RESTROOM #1) ESTROOM EXH. FAN WIRING DIAGRAM SWITCH AS INDICATED EMERGENCY LIGHTING WIRING DETAIL SEE SWITCH .1. sI %J // 19,n ®CC 7,c 9,d 171c 9,d '7,c 19,d 7,c 1 A/C BALLAST TYPICAL EMERGENCY LIGHTING FIXTURE TWO POLE SINGLE THROW SWITCH (RESTROOM #2) LIGHT FIXTURE IN RESTROOM #2 OCCUPANCY SENSOR(RESTROOM #2) 13 1 f 113f 113f LIGHT FIXTURE SCHEDULE LAMP TOTAL TYPE DESCRIPTION CATALOG# LAMP PER FIX'R FIX. WATTS A INDY LIGHTING— COMPACT 727R -120 26W TRIPLE TUBE 1 26 FLUORESSCENT LENSED WALL COMPACT FLUOR. WASHER F SPECTRUM --7" ADJUSTABLE SGA7INPAR3845/ INCANDESCENT AR7500CL (1) PAR -30 1 45 4' STRIP FLUORESCENT LIGHT FIXTURE MM232— OCT —C— (2) F32 T8 /TL 2 64 C WITH BALLAST HAVING POWER FACTOR LESS THAN .� 7 ELB -120V 830 ALTO AND HARMONIC DISTORTIONS OF LESS THAN 1O%. 830/ ALTO LCM—DECO. PENDANT (1) 26W PL LAMP 1 26 D2 JUNO— PAR30L HID MUCH -- -SPOTS MS302-39EMH 2 39W PAR3OL 3 78 MULTI —LAMP RECESSED ADJUSTABLES ( ) JUNG— COMPACT FLUORESCENT B OPEN DOWNLIGHT, TWO RECESSED JUNO (2) 26 TUBE 2 54 26W TRIPLE TUBE WITH 8 APERTURE, WHITE TRIM LIGHTOUER BEM SAME AS " F ' FIXTURE WITH EMERGENCY 8036 CLW (2) 26 W POWER. W/ 8242HU —EM TRIPLE TUBE 2 54 G LIGHTOUER —SIDE MOUNT STRIP SM132LPF12OS (1) 32W T8 1 32 WITH BALLAST HAVING POWER FACTOR LESS THAN .97 AND HARMONIC DISTORTIONS OF LESS THAN 1O%. LIGHT ALARMS EDGE —UT LED EXIT X1 SIGN WITH BATTERY BACK —UP, TEST SWITCH, RED LETTERING ON SPLEDWRCD 8 CLEAR PANEL —FULLY RECESSED CEILING MOUNT ONLY 120/277 ASTRALITE UNIVERSAL LED EXIT X2 SIGN 120/277 W /BATTERY BACK —UP, TPURWEM 8 TEST— SWITXH, WHITE PLASTIC SURFS —CITES SURFACE MOUNTED C639MHE1— C639MHE1— (WALL /CEILING) 2— HEADED 1 39 EM1 EMERGENCY LIGHT FIXTURE WITH C6P3OMHCCDW C6P3OMHCCDW BATTERY BACK —UP AND TEST SWITCH 120V/277 1 7 NOTES: 1. ELECTRICAL CONTRACTOR SHALL VERIFY QUANTITIES OF FIXTURES & LAMPS ON UGHTING & POWER PLAN. 2. ALL FIXTURES SHALL BE FURNISHED BY OWNER, INSTALLED & WIRED BY CONTRACTOR. 3. CAPITOL LIGHTING 15 RESPONSIBLE FOR FINAL UGHTING QUANTITIES. 4. FIXTURE SHALL BE PRE —WIRED FROM THE FACTORY FOR SWITCHED OPERATION. �F F I= 113,f 113,f 113,f LEL rirrrnr ' A F F A F A' ''° F A F A F ® 1,d ® 1 9, ® i 9,d ® 19,d I 9,d 9, 7,c 7 c 7 c 7,c 7,c 7,c 7 c r : L L .J Ph. 314. 821. 1100 Fax 314.821.4162 Email chicos @cascocorp.co 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS 02,01.08 date C C0018394 7/21/09 doing as at d � LIGHTING PLAN project # 307656 drawn by DJB checked by RLQ scale AS NOTED PUSHBUTTON 4'x18' GENERAL NOTES 3. LOW VOLTAGE VENDOR SHALL PROVIDE REQUIRED TELEPHONE AND SPEAKER CABLING AND MAKE ALL NECESSARY CONNECTIONS. LB -15,17 1. CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE FIRE /SMOKE DETECTION AND ALARM SIGNALING SYSTEM, DESIGNED AND INSTALLED IN TOTAL CONFORMANCE WITH APPLICABLE CODES. SYSTEM SHALL INCLUDE. BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING: A. AREA SMOKE DETECTORS B. DUCT DETECTOR(S) IN HVAC UNIT(S) C. AUDIBLE AND VISUAL ANNUNCIATORS D. SPRINKLER FLOW AND VALVE TROUBLE ALARMS E. ZONE ADAPTER MODULE (ZAM), WHERE APPLICABLE. F. MANUAL PULL STATIONS AT ALL EXITS WHERE THE MALL /STRIP CENTER IS EQUIPPED WITH A CENTRAL FIRE ALARM SYSTEM, TENANTS ALARM SYSTEM SHALL BE OF THE SAME MANUFACTURER AND TYPE, AND SHALL BE PROVIDED WITH ALL REQUIRED INTERFACE DEVICES, WIRING AS REQUIRED. 2. DATA CONDUIT FROM THE PHONE BOARD TO CASH WRAP SHALL BE CONTINUOUS WITHOUT USE OF FLEX OR JUNCTION BOXES, UNLESS THE FLEX OR JUNCTION BOXES ARE ACCESSIBLE. DO NOT RUN FLEX /JUNCTION BOXES IN CEILING OR WALLS OF A NEIGHBORING SPACE. INCLUDE NYLON PULL STRING IN ALL CONDUITS. TYPICAL. LB -21 (2) #10. (1) # 10 G, 3/4 'C EE RISER DIAGRAM TO TRANSFORMER AND BUZZER AT CASHWRAP AND BOTH STOCK ROOMS. ROUTE CIRCUIT IN DEDICATED ELECTRICAL CONDUIT. ANEL 'LA' PANEL 'LB' LB -11,13 36"x24' LB- -23,25 48 "x1 36"x36 48'x36° 36 "x36° en 36"x36" 36'x36 48 "x36° 48 "x36" 48 "x36" 36'xi 48 "X18' KEY NOTES 0 VERIFY EXACT MOUNTING LOCATIONS OF ALL EQUIPMENT WITH ARCHITECTURAL PLANS AND DETAILS. TYPICAL. PROVIDE A MINIMUM 1" CONDUIT AND REQUIRED WIRING BACK TO PLYWOOD BACKBOARD FOR TELEPHONE AND DATA. SOUND SYSTEM WIRING SHALL SPLIT OFF CONDUIT RUN VIA JUNCTION BOX ABOVE CEILING FOR CONTINUOUS CONDUIT LOOP OF SPEAKER BOXES. SEE "RACEWAY DETAIL" ON SHEET E3 FOR FURTHER INFORMATION. STUB -UP A 1" CONDUIT WITH AN END BUSHING FOR TELEPHONE, DATA, AND SOUND SYSTEM WITHIN CASH WRAP. COORDINATE EXACT LOCATION OF STUB -UPS WITH ARCHITECTURAL PLANS AND DETAILS. RUN A 1" CONDUIT TO TELEPHONE BOARD. CONDUIT SHALL BE CONTINUOUS FROM CASH WRAP TO BOARD AND LABELED AS SPARE AT EACH END. 48 "x18" PROVIDE AND INSTALL THREE 4" X 4" OUTLET BOXES FOR TELEPHONE AND DATA OUTLETS WITHIN CASH WRAP. PROVIDE REQUIRED TERMINATION DEVICES (JACKS) AND COVERPLATES FOR THE TELEPHONE AND DATA OUTLET. SEE DETAIL ON SHEET E3 FOR FURTHER INFORMATION. MOUNT ISOLATED GROUND RECEPTACLES WITHIN CASHWRAP BELOW COUNTER TOP. SEE DETAIL ON SHEET E3 FOR FURTHER INFORMATION. E.C. TO SAW CUT THROUGH FLOOR AND ROUTE CONDUITS BELOW FLOOR SLAB. COORDINATE WITH FIXTURE INSTALLER FOR EXACT DIMENSIONS PRIOR TO TO INSTALLATION. PATCH AND REPAIR CONCRETE FLOOR UPON COMPLETION. 8 LOCATION OF CONDUIT STUB OUT BELOW CEILING FOR TELEPHONE AND COMPUTER DATA WIRING PULL THROUGH. PROVIDE GROMMET AT AT END OF CONDUIT. PROVIDE A 4" X 4" JUNCTION BOX ON WALL ABOVE PLYWOOD BACKBOARD FOR SECURITY SYSTEM TIE -IN AND TERMINATION. PROVIDE BLANK SCREW COVER AND LABEL ACCORDINGLY. 1Q PROVIDE A 4 "x4' JUNCTION BOX ON WALL ABOVE PLYWOOD BACKBOARD FOR FIRE ALARM TIE -IN. PROVIDE BLANK SCREW COVER AND LABEL ACCORDINGLY. COORDINATE WITH ON -SITE LANDLORD REPRESENTATIVE FOR PROPER LOCATION. 48 "x36" 487x36" 487x36" LB -30 0 LB -32 60 15 1fi 17 18 19 TELEPHONE BOARD TO BE READY 3 TO 4 WEEKS PRIOR TO STORE OPENING. PROVIDE 2 DUPLEX ELECTRICAL OUTLETS MOUNTED AT 72" AFF. ONE OUTLET SHALL BE DEDICATED FOR THE ALARM SYSTEM AND ONE OUTLET SHALL BE DEDICATED FOR THE COMPUTER HUB. MOUNT TOGGLE SWITCH FOR 6- GALLON WATER HEATER ADJACENT TO EQUIPMENT. PROVIDE 120V PULL CHAIN LIGHT FIXTURE AND SERVICE RECEPTACLE ABOVE CEILING FOR WATER HEATER. BUZZER AND TRANSFORMER TO BE MOUNTED BELOW ACCESS PANEL IN TOE KICK AREA. WIRING FOR PUSHBUTTON /BUZZER TO BE INSTALLED IN SPEAKER CONDUIT. EDWARDS DOOR BELL #34O--4G5 WITH EDWARDS #852 PUSH BUTTON. COORIDINATE WITH SIGN VENDOR FOR EXACT LOCATION OF J -BOX. CONTRACTOR SHALL PROVIDE POWER AND MAKE FINAL CONNECTIONS TO SIGN PROVIDED BY OTHERS. SPLIT DUPLEX OUTLETS FOR STEAMERS. ELECTRICAL CONTRACTOR SHALL DEDICATE TOP PLUG -IN AND BOTTOM PLUG -IN TO TWO SEPERATE CIRCUITS. LABLE FACE PLATES, "STEAMERS ". VERIFY EXACT LOCATION OF COMMUNICATION OUTLET WITH FIELD REPRESENATIVE PRIOR TO INSTALLATION. ONE HALF OF QUAD SHALL BE DEDICATED TO A SINGLE CIRCUIT AND OTHER HALF OF QUAD SHALL BE DEDICATED TO A SINGLE CIRCUIT AS SHOWN. ANY AND ALL WIRE IN CEILING SHALL BE PLENUMN RATED. 20 LOCATION OF CONDUIT STUB OUT BELOW CEILING FOR SOUND SYSTEM WIRING PULL THROUGH. PROVIDE GROMMET AT AT END OF CONDUIT. MOUNT CLOCK TYPE RECEPTACLE CENTERED AT 60" A.F.F. FOR PREFABED MIRROR. COORIDINATE WITH FIXTURE INSTALLER FOR EXACT MOUNTING LOCATION. 22 APPROXIMATE LOCATION OF EXISTING LANDLORD 200 AMP DISCONNECT SWITCH. RELOCATE SWITCH TO LOCATION INDICATED ON PLANS. PROVIDE PULL BOX WITH ACCESSIBILITY ON LANDLORD CORRIDOR SIDE OF WALL. EXTEND 250 KCMIL WIRING TO RELOCATED DISCONNECT SWITCH. 23 LANDLORD PLANS INDICATE 4 #250 KCMIL 1 #4 G. AL MC CABLE TO DISCONNECT SWITCH. EXTEND TO NEW LOCATION AS SHOWN. RELOCATED DISCONNECT SWITCH. CONCEAL ALL CONDUIT AND WIRING ROUTE UNDER CABINETRY OR UNDER TOE KICK AS REQUIRED. LA -2,4,6 �llllllllllllllll�� I TRANSFORMER q LJ LB -28 CLG: MID. J —BOX FO SIGN LT LA -3, T/C CLG: MID. LB -12 OF RECORD 4-x21 -1100 02.01.08 date Comm POWER PLAN project 4 307656 drawn by DJB checked by RLQ scale AS NOTED 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS Ph. 314. 821. 1100 Fax 314.821.41 fit mail chicos @cascocorp.co 1 NEW PANEL "LA" SYMBOL VOLTAGE 120/208 -30, 4W SURFACE MOUNT 125 A BUS 100 A MAIN, CIRCUIT BREAKER LOADS $• CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION SHOW WINDOW LIGHTING i 464 d H `R' DUPLEX RECEPTACLE, 125V, 20A FLUSH CEILING BOX 2 + 0 CASH WRAP 360 + PHONE BOARD STORE FRONT SIGNAGE 3 180 1200 I 4 . SPACE SPACE PHONE BOARD DAY LIGHTING 5 5 TRANSFORMER 1200 702 • CASH WRAP SPACE REF'IDGERATOR 6 DAY LIGHTING • 7 864 8 + • 8 COMPUTER DATA OUTLET SPACE WATER COOLER 9 SALES LIGHTING 0 9 • 864 SHOW WINDOW RECEPT. 10 STEAMER SPACE 1 SALES UGHTING 00 1 00 864 12 STEAMER SPACE 180 SALES LIGHTING O 3 572 SALES RECEPT. 144 STEAMER SPACE 5 SALES LIGHTING 0 5 + • 440 180 1 17 SPACE DRESSING ROOM 00 7 SALES RECEPT. 1040 520 D 1 9 SPACE 18 DRESSING ROOMS • 9 780 180 WATER HEATER E 21 SPACE 180 STOCK ROOM LIGHTING r • r 529 20 / 3 SPACE 180 TIME CLOCK • r 3 180 r . 180 25 180 SPACE 24 SPARE +• r 180 SPARE 201:7 26 SPACE SPARE +• +7 SPARE 2 9 28 SPACE 110 r SPARE • g SPARE _ 31 SPACE 180 30 SPARE o r �r• r SPARE SPARE SPARE SPACE SPARE 20 SPARE 014 � 3 SPARE 34 SPACE SPARE SPARE 20 39 SPACE 3fi SPARE `7 7 _6D 38 3 NEW PANEL LB + • 1 6050 SPARE +• � 6050 3600 40 3600 SPARE r • 1 ' 1 5480 4 TOTAL VOLT -AMPS 8730 6633 7746 TOTAL CONNECTED LOAD: 23109 VA- VS'- (208) = 64 AMPS NEW PANEL "LB" SYMBOL VOLTAGE 120/208 -30, 4W SURFACE MOUNT 125 A BUS 125 A MAIN LUGS ONLY LOADS $• CIRCUIT DESCRIPTION BKR # 0 A 0 B 0 C # BKR CIRCUIT DESCRIPTION PHONE BOARD ' DUPLEX RECEPTACLE, 125V, 20A d H `R' DUPLEX RECEPTACLE, 125V, 20A FLUSH CEILING BOX 2 + 0 CASH WRAP 360 + PHONE BOARD 2 1 3 180 OUTLET, JUNCTION OR PULL BOX I +• CASH WRAP 360 PHONE BOARD 20 / 5 ' TRANSFORMER 1200 II, 6 • CASH WRAP 360 REF'IDGERATOR 20 2 7 800 () REFER TO LIKE NUMBERED NOTES 8 + • SPARE COMPUTER DATA OUTLET 360 WATER COOLER 9 DOOR BUZZER PUSHBUTTON 180 • o l SHOW WINDOW RECEPT. 1800 STEAMER 20 2 1 180 00 SHOW WINDOW RECEPT. 1800 STEAMER 1 180 +• SALES RECEPT. 1800 STEAMER 20 2 5 + • SALES RECEPT. 180 STEAMER 17 180 10000 SALES RECEPT. 1040 RESTROOM /CORIDDOR RE D 1 9 O SALES RECEPT. 180 WATER HEATER 2D 21 180 i 01 + SALES RECEPT. 180 STEAMER 20 / 3 180 r• SALES RECEPT. 180 r . STEAMER 25 180 r. +• SALES RECEPT. 180 SPARE 201:7 + • SALES RECEPT. 180 SPARE 2 9 110 r + DRESSING ROOM REC DRESSING ROOM MIRRORS 180 SPARE 20 31 180 SPARE 2D 33 �r• r SPARE SPARE SPARE SPARE 20 35 SPARE '37 SPARE 20 39 r• SPARE ...4 SPARE 7 + • 1 SPARE rick TOTAL VOLT -AMPS 6050 3600 TOTAL CONNECTED LOAD: 15130 _5480 VA - � — (208) = 40 AMPS SYMBOL LIST SYMBOL DESCRIPTION mv_m TRACK LIGHTING EMERGENCY BATTERY UNIT $ SWITCH, SINGLE POLE - LETTER INDICATES UGHTS CONTROLLED $• SWITCH, THREE WAY $1 MOTOR STARTER EP SIZE FUSE S I Z E ! NNEC ! # OFHPOLES El DISCONNECT SWITCH NEMA -3R —e SINGLE RECEPTACLE, 125V, 20A O DUPLEX RECEPTACLE, 125V, 20A (FLUSH FLOOR BOX) DUPLEX RECEPTACLE, 125V, 20A d H `R' DUPLEX RECEPTACLE, 125V, 20A FLUSH CEILING BOX IC DUPLEX RECEPTACLE, 125V, 20A ISOLATED GROUND GFF DUPLEX RECEPTACLE, 125V, 20A GROUND FAULT WP DUPLEX RECEPTACLE, 125V, 20A WEATHERPROOF : QUADRAPLEX RECEPTACLE, 125V, 20A 0 OUTLET, JUNCTION OR PULL BOX I PANELBOARD PHONE BOARD c MOTOR ' TRANSFORMER T �~ CONDUIT OLING SPACE OR C WALL NCEALED IN CEILING -'" -- CONDUIT IN FLOOR SLAB, CEILING SLAB OR UNDERGROUND �~ HOME RUN TO PA NEL (HA INDICATE N UMBER O WIRES) SH MARKS 6 ,.•••'''. CONDUIT RUN EXPOSED () REFER TO LIKE NUMBERED NOTES ® TELEPHONE OUTLET Q COMPUTER DATA OUTLET ® COMBINATION OUTLET DOOR BUZZER PUSHBUTTON • NOT ALL SYMBOLS APPEAR ON PLANS. ABBREVIATIONS: AFF AHU BFG C CW DN EF EG ENCL EWC EWH WX FCU FHP FLA G GFI - HID - HORIZ - IG - LW - HVAC -- JB LRA MCB MLO N NL OB - PB - PS - RECEPT - SF - SPEC - TL -- TTB - TVTB - VERT - WM - WP - WW - KEY NOTES ABOVE FINISHED FLOOR AIR HANDLING UNIT BELOW FINISHED GRADE CONDUIT COOL WHITE DOWN EXHAUST FAN EQUIPMENT GROUND ENCLOSURE ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXPLOSION PROOF FAN COIL UNIT FRACTIONAL HORSE POWER FULL LOAD AMPERES GROUND GROUND FAULT INTERRUPTER HIGH INTENSITY DISCHARGE HORIZONTAL ISOLATED GROUND LIGHT WHITE HEATING, VENTILATING, AIR CONDITIONING JUNCTION BOX LOCKED ROTOR AMPERES MAIN CIRCUIT BREAKER MAIN LUGS ONLY NEUTRAL NIGHT LIGHT OUTLET BOX PULL BOX, PUSHBUTTON PAY STATION RECEPTACLE SUPPLY FAN SPECIFICATIONS TWISTLOCK TELEPHONE TERMINAL BOARD TELEVISION TERMINAL BOARD VERTICAL WATT MISER WEATHERPROOF WARM WHITE (5 } TORK AUTOMATIC SHUT -OFF 2 HR TIMER A502H LOCATE �--� SWITCH SO OPERATOR CAN SEE THE LIGHTS BEING CONTROLLED AND LABEL "LIGHTING OVERRIDE SWITCH ". 0 FUSE SHALL BE SUSSMAN CLASS J (LPJ -SP) RECESSED MONITOR BEHIND GLASS KEYBOARD RISER -a.- ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO CONVEINECE OUTLETS PROVIDE BY CONTRACTOR.(LB -19) CORDINATE LOCATION OF UNIT WITH MECHANICAL PLANS 35" (3) #3/0 (1) #6 G, 2 1/2" C. MIN. ISOLATED GROUND IS TO BE CARRIED BACK TO SERVICE ENTRANCE GROUND. CARRY THOUGH ALL EQUIPMENT WITH OUT ANY TERMINATIONS. PANEL SHALL BE EQUIPPED WITH ISOLATED GROUND BUS BAR. CONTRACTOR SHALL PROVIDE AND INSTALL A 2 -POLE AND A 10-POLE CONTACTOR AS SHOWN. VERIFY WITH OWNER PROPER SETTINGS OF TIME CLOCK FOR CONTACTOR. ROUTE CONDUIT AND FEEDERS TO LANDLORD PROVIDED AND RELOCATED BY CONNIRACTOR DISCONNECT IN TENANT SPACE. CONDITIONS PRIOR TO BID. ALL EQUIPMENT IN ONE -LINE DIAGRAM SHALL BE PROVIDED BY CONTRACTOR. ip/e AMP c 30 ) 46 (1) #8 G, 1" C. MIN 60/50 AMP 3P D.SQ 6 (3) #6, (1) #8 G, 1" C. MIN WIRES FOR PHONE, ETHERNET, ETC. FEED UP THROUGH WIRE CHASE HOLES. ACCESS PANEL LOCATION ON BOTTOM OF UNITS SCALE: NOT TO SCALE 30 KVA X -FMER TOP VIEW OF CASHWRAP, WRAP DESK AND COMPUTER DESK NOTES - HOLE IN BOTTOM SHELF OF COMPUTER SECTION IS 4 1/8" SQUARE, TOP OF QUAD RECEPTACLE BOX TO BE 3 1/2" ABOVE FINISHED WOOD FLOOR. FEED SPEAKER AND TELEPHONE CABLE UP THROUGH THE 1/2" HOLE, AND TERMINATE ALL THREE TELEPHONE PAIRS IN RJ11C TELEPHONE RECEPTACLES. BRING 2 CATEGORY 5 CABLES (EACH WITH 3PAIR CONDUCTORS) UP INTO BASE. ONE CABLE FEEDS UP INTO COMPUTER SECTION, THE OTHER FOLLOWS UNDER THE CARVED CABINET AND IS LEFT COILED UP AS A SPARE FOR FUTURE SECOND COMPUTER SECTION. EXTEND A PIECE OF FLEX WITH A SINGLE FUTURE 110V CIRCUIT INTO BASE OF THE BAGS AND LEAVE ENOUGH SLACK TO ALLOW MOUNTING AS THE POWER FOR A SECOND COMPUTER. PARTIAL CASH WRAP ELEVATION TO PUSHBUTTON AT BACK DOOR. FIVE 1" CONDUITS BUS/ ELECTRICAL TRANFO MER DATA TELEPHONE SPARE 1 CONDUIT 0 0 0 0 PARE 1" CONDUIT FOR SPEAKER SYSTEM ELEC. CIRCUITS STANDARD SINGLE GANG BOX FOR SECURITY KEY PAD MOTION DETECTORS 3/4" CONDUIT LOOPED FROM EACH SPEAKER BOX. (DAISY CHAIN) DRESSING ROOM SPEAKER BE LAST IN UNE. SCALE: NONE 1" CONDUIT FOR TELEPHONE WIRING. 0 0 N -CASH WRAP SF 1/2" CONDUIT FOR SECURITY SYSTEM ALL RACEWAY DETAIL 1" CONDUIT FOR SOUND SYSTEM. CEILING PROVIDE GROMMET AT END OF CONDUIT. (TYPICAL) PROVIDE GROMMET AT END OF CONDUIT. (TYPICAL) SPEAKER INSTALLATION KIT SUPPLIED BY LOW VOLTAGE VENDOR INSTALLED BY CON TRACTOR.(TYPICAL) FLOOR 4' X 8' PLYWOOD BACKBOARD LOCATED IN STOREROOM 1" CONDUIT FOR DATA WIRING. WATER COOLER ELECT. PANEL LA TIME CLOCK AND CONTACTORS SHALL BE MOUNTED DIRECTLY NEXT TO PANEL ELECT. PANEL LB SOUND SYSTEM LOCATED ON PHONE BOARD REFRIDGERATOR (3) #10, (1) #10 G, 3/4 C. PANEL LA 208/120V 3P4W 61 (1) #10 G, 3/4" C ( # ( # N (1) # ( # N ( # G (1) #10 I.G., 1 1/2" C. 10' MAX. 480- 2 #6 GROUND X -FMER PER 4� N.E.0 ARTICL 250.30(A)(4) PANEL LB 208/120V 3P4W RISER DIAGRAM TIME CLOCK #4 OMITTING CONTRACTOR. SEE TIMER SCHEMATIC THIS SHEET. O SCALE: NOT TO SCALE (3) #6, (1) #6 N, (1) #10 G, (1) #10 I.G., 1" C. QUAD RECEPTACLE BOX SURFACE MOUNT, BOTTOM SHELF, NO HIGHER THAN 8" AFF. OUTLET FOR BACK ROOM PHONE OUTLET FOR SECURITY SYSTEM 4'x8' PLYWOOD PHONE BOARD MOUNTED TO WALL IN BACKROOM SUPPLIED WITH UNIT. 30 AMP N.F 3P D.S RJ31X TELEPHONE CO. PUNCH DOWN BLOCK * * * * * * * 3 PAIR PHONE CABLE IN CONDUIT TO CASHWRAP CAT. 5 CABLE TO CASH WRAP SPARE TWISTED PAIR SECOND TELEPHONE NUMBER MAIN TELEPHONE NUMBER * CIRCUIT THROUGH TIME CLOCK *PROVIDE LOCK ON DEVICE. TELEPHONE CONDUIT AND PULL STRING BY LANDLORD ROUTED FROM LANDLORD TELEPHONE ROOM TO TENANT SPACE. CONTACTOR- SQUARE D #LG -20 OPERATION A COIL SHOW WINDOW LTG I 0 11 0 STORE FRONT SIGN/ 0 11 0 SCALE: NOT TO SCALE • 1. SWITCH "A" OPENS OR CLOSES BASED ON THE SETTING OF THE TIME CLOCK TO ENERGIZE OR DE- ENERGIZE THE COIL OF THE CONTACTOR. ENERGIZING THE CONTACTOR COIL CAUSES THE UGHTS/SIGNS TO COME ON. 2. SET TIME CLOCK TO GO "ON" ONE HALF AN HOUR BEFORE STORE OPENING. COORDINATE WITH CHICO'S PROJECT MANAGER. 3. SET TIME CLOCK TO TURN UGHTS OFF AT MIDNIGHT. COORDINATE WITH CHICO'S PROJECT MANAGER. r 1 LA -1 1 LA — 3 J J w— z z U CKT. LA -23 /0 �\ ° 1- NEW TIME CLOCK SHALL BE TORK MODEL #DZS200BP BY CONTACTOR. SEE TIME SETTINGS BELOW. r l r MOTOR J * CIRCUIT THROUGH TIME CLOCK ** PROVIDE ISOLATED GROUND IN EACH CIRCUIT. *PROVIDE LOCK ON DEVICE. COIL 0 SALES LIGHTING 0 lo SALES LIGHTING 0 1 SALES UGHTING 0 IO SALES UGHTING 0 1 SALES UGHTING 0 1 SALES LIGHTING 0 1 DRESSING ROOM LIGHTING 0 1 DRESSING ROOM LIGHTING O 1 DRESSING ROOM MIRRORS 0 10 0 10 r N.E.C. DEMAND LOAD SUMMARY SHOW WINDOW LIGHTING: 12 FT.x 200 VA = LIGHTING: 7.1 KVA x 1.0 = 7.1 KVA EXT. SIGNS: 1.2 KVA x 1.25 = 1.5 KVA RECEPTACLES & PLUGMOLD: 12.7 KVA 10 KVA x 1.0 = 10 KVA 2.7 KVA x.5 = 1.35 KVA MISC. LOADS: 2 KVA x 1.0 = 2 KVA 2.4 KVA TOTAL TRANSFORMER LOAD= 24.35 KVA: 208 = = 69 A ROOF TOP UNITS (AC LOAD): 12.5 KVA x 1.0 = 12.5 KVA TOTAL DEMAND LOAD = 37.5 KVA = 480 = - = 45 A CONTACTOR- SQUARE D #LG -100 0 I II L 1 _J TIME SCHEMATIC FOR LIGHTING /SIGN LA -5 LA -7 LA -9 LA 11 LA 13 LA 15 LA 17 LA 19 LB -32 FEB 22 2008 PERMIT CENTER ** ** ** * OF RECORD 4 821 -i10D 94 09 of maxd m hdhidud, DETAILS PANEL .CHEDULES 'ISER DIAG. 02.01.08 date comet # project # 307656 drawn by DJB checked by RI- scale AS NOTED 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS Ph. 314. 821. 1100 Fax 314.821.41 fit mail chicos@cascacorp.co - C€ RECORD —1100 09 of record an Irtdhtdud. MOM 31 0001 7/21 Mw prectking 02.01.08 date scale AS NOTED 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS Ph. 314. 821.1100 Fax 314. 821. 4162 mail chicos @cascocorp.co GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE HELD TO HAVE REVIEWED ALL SHEETS OF THESE CONTRACT DOCUMENTS INCLUDING ARCHITECTURAL, MECHANICAL, FIXTURE PLANS, ETC. AND WILL BE RESPONSIBLE FOR PERFORMING ALL WORK INDICATED ON ANY SHEET. THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE WORK OF OTHERS. 2. ALL BALLASTED FIXTURES SHALL BE 120V A/C OPERATION UNLESS NOTED OTHERWISE.. 3. ALL ELECTRICAL WIRING SHALL BE IN CONDUIT OR MC CABLE (ROMEX, ELECTRICAL NONMETALLIC TUBING (ENT) ETC. SHALL NOT BE PERMITTED). TELEPHONE, SPEAKER OR OTHER LOW VOLTAGE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS, WHICH MAY INCLUDE THE USE OF SPECIAL PLENUM RATED CABLE OR THE INSTALLATIONS OF THE WIRING WITH CONDUIT. NO EXPOSED WIRING WILL BE PERMITTED ABOVE THE CEILING IN PLENUM RETURNS. ALL HOME RUNS SHALL BE IN CONDUIT. 4. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHER PROOF. 5. CONDUIT EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE GALVANIZED HEAVY WALL STEEL. 6. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. APROVED AND SPECIFICATION GRADE. 7. CONDUITS SHALL NOT BE RUN IN OR THROUGH DUCTWORK. 8. TEMPORARY ELECTRICAL SERVICE SHALL BE FURNISHED BY TENANT'S ELECTRICAL CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE. 9- ALL TEMPORARY WIRING SHALL BE REMOVED WHEN TENANT'S ELECTRICAL SERVICE AND PERMANENT WIRING ARE COMPLETED. 10. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER THHN /THWN. 11. WIRE RATED AT 150 DEG. CENTIGRADE IS REQUIRED FOR ALL INCANDESCENT LIGHTING FIXTURES THAT ARE NOT PREWIRED. 12. ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL CODE AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. 13. ALL UNDERGROUND CONDUIT SHALL BE P.V.C. ALL SWEEPS AND ABOVE FLOOR EXTENSIONS SHALL BE GALVANIZED HEAVY STEEL WALL. 14. SEALTITE OR LIQUIDTITE FLEXIBLE CONDUIT SHALL NOT EXCEED 6 FOOT IN LENGTH AND SHALL HAVE A COPPER GROUNDING CONDUCTOR EITHER INSIDE OR OUTSIDE THE CONDUIT. 15. FIXTURE WIRE AND BRANCH CIRCUIT WIRING RUNNING PAST A FLUORESCENT BALLAST SHALL BE RATED AT 90 DEG. CENTIGRADE MINIMUM. 16. A DISCONNECT SWITCH IN ACCORDANCE WITH ARTICLE 600 -6 OF THE N.E.C. IS REQUIRED FOR ALL TENANT STOREFRONT SIGNS. 17. EXIT LIGHTS PER NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES ARE REQUIRED. 18. A WEATHERPROOF OUTLET IS REQUIRED MOUNTED ADJACENT TO HVAC UNIT ON ROOF (IF ROOFTOP UNIT IS REQUIRED). 19. ALL TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE AT 42" AFF. 20. ALL TRACK LIGHTING FURNISHED BY OWNER SHALL BE VERIFIED FOR COMPLETENESS BY CONTRACTOR. ANY DELAYS RESULTING FROM LACK OF COORDINATION OF OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 21. SEAL ALL OPENINGS THROUGH RATED FLOORS, WALLS OR CEILINGS WITH AN APPROVED FIRE —STOP COMPOUND. COMPOUND USED SHALL KEEP MEMBRANE'S FIRE RATING. 22. PROPERLY DISCONNECT & REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND WIRE, ETC. NOT BEING REUSED... DO NOT JUST ABANDON. GENERAL — THE ELECTRICAL DRAWINGS WHICH CONSTITUTE A PART OF THE CONTRACT INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATION OF SWITCHES, PANEL BOARDS, CONDUIT AND OTHER WORK. THE ELECTRICAL CONTRACTOR SHALL OBTAIN EXACT LOCATIONS FROM THE ARCHITECT PRIOR TO INSTALLATION AND ARRANGE HIS WORK ACCORDINGLY. THE ELECTRICAL CONTRACTOR SHALL ALSO REVIEW ARCHITECTURAL, STRUCTURAL, PLUMBING, HEATING AND VENTILATING PLANS AND SHALL ADJUST HIS WORK TO CONFORM TO ALL CONDITIONS SHOWN THEREON. DISCREPANCIES SHOWN ON DIFFERENT PLANS AND SPECIFICATIONS SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION. ALL ITEMS NOT SPECIFICALLY MENTIONED HEREIN WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION SHALL BE INCLUDED. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE OF THE WORK, AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE WORK AND THE SUBMISSION OF HIS PROPOSAL SHALL PRESUPPOSE HIS KNOWLEDGE OF ALL SUCH CONDITIONS AND PERFORMANCE OF ALL WORK REQUIRED FOR A COMPLETE AND CODE COMPLYING INSTALLATION. THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THE COMPLETION OF THE WORK AND SHALL FURNISH TO THE OWNER, UPON COMPLETION, A CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM THE LOCAL ELECTRICAL INSPECTION DEPARTMENT. NO WORK SHALL START UNTIL WORKING DRAWINGS AND OTHER REQUIRED DOCUMENTS HAVE BEEN SUBMITTED TO THE DEPARTMENT HAVING AUTHORITY TO ISSUE CERTIFICATES OF APPROVAL AND HAVE BEEN SIGNED AND APPROVED. ALL WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADE. ELECTRICAL WORK SHALL BE INSTALLED BY JOURNEYMEN ELECTRICIANS UNDER THE DIRECT SUPERVISION OF A COMPETENT FOREMAN. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO RESULT IN A COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH ALL STATE /LOCAL CODES /ORDINANCES, THE NATIONAL ELECTRICAL CODE AND THE LANDLORDS /OWNERS MINIMUM REQUIREMENTS. IN THE EVENT ANY PORTION OF THE INSTALLATION SHOWN OR SPECIFIED FAILS TO MEET THESE REQUIREMENTS, IT SHALL BE THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO ALTER THE LAYOUT TO MEET THE REQUIREMENTS OF SAID GOVERNING CODES AND /OR LANDLORDS /OWNERS MINIMUM REQUIREMENTS AND TO NOTIFY THE ARCHITECT OF SUCH CHANGES IN THESE PORTION OF THE PLANS AND SPECIFICATIONS. WHERE INSTALLATION, SHOWN OR DESCRIBED EXCEEDS THE REQUIREMENTS OF THE STATE AND LOCAL CODES, THE SPECIFICATIONS AND PLANS SHALL GOVERN. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TELEPHONE JACKS AND WIRING AND DEDICATED 3 —PAIR CABLE FROM EACH JACK TO PUNCH BLOCK ON TELEPHONE TERMINAL PANEL. ALL MATERIALS AND EQUIPMENT SHALL BE SPECIFICATION GRADE AND SHALL CARRY A U.L. LABEL. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL APPEAR ON THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS AND SHALL MEET REQUIREMENTS OF ASTM, IEEE, IPCE, NEC, NEMA, RLM, CEM AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES, WHICH EVER ARE MORE STRINGENT. THE WORD "PROVIDE" AS USED HEREIN MEANS TO "FURNISH AND INSTALL" COMPLETE. SUBMIT SHOP DRAWINGS OF ALL MAJOR ELECTRICAL EQUIPMENT AND FIXTURES FOR APPROVAL IF OTHER THAN THAT SHOWN ON TENANTS DRAWINGS. REFER TO SPECIFICATION SECTION REGARDING SUBSTITUTIONS. PROVIDE ELECTRICAL SERVICE AS SHOWN ON DRAWINGS. ALL WORK AS NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD /OWNER SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. COORDINATE ENTIRE INSTALLATION WITH LANDLORD /OWNER. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE OWNER A "RECORD" SET OF PRINTS SHOWING THESE CHANGES. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATION, SERVICING, MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO STEEL, CONCRETE OR MASONRY, BUT NOT TO PIPING OR EQUIPMENT. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 TIMES THE CONDUIT SIZE FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR APPROVED RACEWAYS. GENERAL SPECIFICATIONS GUARANTEE — MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED UNDER THIS CONTRACT. THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON SHOP DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE PROVIDED AS PART OF THIS WORK. LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS IS APPROXIMATE AND THE ARCHITECT SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. CONDUIT AND WIRE — E.M.T. OR THIN WALL TYPE CONDUIT MAY BE USED UNLESS DESIGNATED AS UNSATISFACTORY FOR THAT AREA OR LOCATION ACCORDING TO THE NATIONAL ELECTRICAL CODE OR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. CONDUITS SHALL BE CONCEALED IN ALL FINISHED AREAS OF THE BUILDING. FLEXIBLE CONDUIT SHALL BE LIMITED TO USE FOR RECESSED FIXTURES AND MOTORS TO TERMINATING JUNCTION BOXES WHERE REQUIRED. NO CONDUIT SHALL BE RUN IN DUCTWORK. STEEL SETSCREW FITTINGS SHALL BE USED FOR E.M.T. CONDUIT SHALL NOT BE RUN BELOW GRADE OR EMBEDDED IN CONCRETE. MINIMUM SIZE CONDUIT FOR E.M.T. SHALL BE 1/2". ALL CONDUIT RUN BELOW GRADE OR INSTALLED IN CONCRETE POUR /SLAB SHALL BE SCHEDULE 40 PVC. MINIMUM SIZE CONDUIT FOR EMBEDMENT IN CONCRETE SHALL BE 3/4 ". ALL DISTRIBUTION FEEDERS AND SUBFEEDERS SHALL BE COPPER. MAXIMUM WIRE SIZE SHALL BE 500 MCM COPPER. WIRE SIZE SHALL BE #12 AWG FOR LIGHT AND POWER. INSULATION SHALL BE THW OR TH H N /TH WN . 480/277 VOLT SYSTEMS 208/120 VOLT SYSTEMS PHASE A — BROWN PHASE A — BLACK PHASE B — YELLOW PHASE B — RED PHASE C — PURPLE PHASE C — BLUE NEUTRAL -- WHITE WITH TRACER OR GRAY NEUTRAL — WHITE COLOR CODE SHALL IDENTIFY THE SAME PHASE THROUGHOUT THE SYSTEM, FROM SERVICE SWITCH OR TRANSFORMER THROUGH ALL BRANCH CIRCUITRY. NON— METALLIC CONDUIT IS NOT PERMITTED ABOVE GRADE. ALL CONDUIT RUNS SHALL BE DESIGNED TO PRESENT A NEAT AND ORDERLY APPREARANCE, RUNNING LINES PARALLEL WITH BUILDING STRUCTURE OR WALLS. PROPER FITTINGS SHALL BE PROVIDED WHEN CROSSING BUILDING EXPANSION LINES. ROOFTOP UNITS AND EXHAUST FANS, IF REQUIRED, ARE TO BE WIRED THROUGH THE ROOF CURBS OR UTILIZE FACTORY— FABRICATED ROOF PIPING CURBS. PITCH POCKETS ARE NOT ALLOWED. PULL AND JUNCTION BOXES — SMALL JUNCTION BOXES, EXCEPT AS SPECIFICALLY DESIGNED OTHERWISE, SHALL BE CAST METAL TYPE USING THE SAME BASE METAL AS THE CONDUIT SYSTEM IN WHICH IT IS TO BE USED. THE BOXES SHALL BE AS MANUFACTURED BY PYLE NATIONAL, CROUSE— HINDS, APPELTON, ADALET OR KILLARK. PRESSED STEEL JUNCTION BOXES OF THE APPROPRIATE TYPE MAY BE USED FOR FIXTURES, RECESSED WIRING DEVICES AND WHERE SPECIFICALLY DESIGNATED FOR SOME SURFACE WORK. ALL UNUSED OR FUTURE SYSTEM BOXES SHALL BE COVERED WITH BLANK METAL COVERS, OR AS INDICATED ON THE DRAWINGS. LIGHTING FIXTURES AND LAMPS — LIGHTING FIXTURES, INCLUDING LAMPS, SHALL BE FURNISHED AS INDICATED ON ELECTRICAL PLAN. ELECTRICAL CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS. FLUORESCENT FIXTURES SHALL HAVE ELECTRONIC BALLASTS. LAMP AS SELECTED BY OWNER. INFORM THE PROJECT MANAGER IIN THE EVENT ANY OUTLETS OCCUR ON THE PLANS WITHOUT A FIXTURE SYMBOL, PRIOR TO LETTING OF THE JOB, SO THAT AN ADDENDUM CAN BE ISSUED; OTHERWISE ALL MISSING FIXTURES WILL BE SUPPLIED AT NO ADDITIONAL COST. WIRING DEVICES — SWITCHES, RECEPTACLES, PLATES, PLUGS, ETC. SHALL BE OF SPECIFICATION QUALITY HEAVY DUTY AS LISTED BELOW OR FROM STANDARD CROSS REFERENCE OR COMPARATIVE CATALOG NUMBER INDEX LISTINGS. WIRING DEVICES SHALL BE AS FOLLOWS: SINGLE POLE SWITCHES SHALL BE HUBBEL 1221. TWO POLE SWITCHES SHALL BE 1222. 20 AMPERE, 125V, GROUNDING TYPE THREE WIRE DUPLEX RECEPTACLE SHALL BE HUBBELL 5362. ALL ELECTRICAL PLATES AND DEVICES TO BE WHITE IN SALES AREA AND WHITE IN BACK ROOM. SPECIAL WIRING DEVICES WILL BE INDICATED ON THE DRAWINGS. ACCEPTABLE MANUFACTURERS SHALL BE LEVITON, HUBBELL, GENERAL ELECTRIC AND P &S. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. PANEL BOARDS - - PANEL BOARD SHALL BE CABINET ENCLOSED SAFETY "DEAD FRONT" TYPE, WITH SOLDERLESS LUGS, AND WITH BOLT —ON CIRCUIT BREAKER BRANCHES. COPPER BUS. TWO AND THREE POLE C /B'S SHALL NOT CONTAIN THE USE OF "TIE BARS" ACROSS HANDLES. PLUG IN TYPE OF C /B'S WILL NOT BE ACCEPTABLE. DOORS COMPLETE WITH A TYPEWRITTEN DIRECTORY CARD OF THE CIRCUITS, SHALL BE FLUSH WITH THE TRIM, EQUIPPED WITH LOCKS, KEYED ALIKE AND THE OWNER FURNISHED WITH TWO (2) KEYS FOR EACH PANEL. ACCEPTABLE MANUFACTURERS ARE SQUARE "D" AND GENERAL ELECTRIC. DRY TYPE TRANSFORMERS -- DRY TYPE TRANSFORMER SHALL BE ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON DRAWINGS AND WITH 1500° C CLASS H INSULATION 115 C. RISE RATING AND MIN OF SIX STANDARD FULL CAPACITY TAPS. SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE KORFUND OR EQUAL VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY CONNECTIONS TO MINIMIZE SOUND TRANSMISSION. SAFETY /DISCONNECT SWITCHES — SAFETY AND DISCONNECT SWITCHES, FUSED OR NON— FUSED, AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE SHALL BE MADE A PART OF THIS WORK. SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE "D ", GENERAL ELECTRIC OR EQUAL. MOTOR STARTERS — MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS. SINGLE PHASE STARTERS SHALL BE SQUARE "D" OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE. COMBINATION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. PROVIDE ALL STARTERS FOR MECHANICAL EQUIPMENT UNLESS OTHERWISE NOTED. COORDINATE WITH MECHANICAL CONTRACTOR. PROVIDE COMBINATION MAGNETIC STARTERS AS DESCRIBED ON THE DRAWINGS. ALL SLEEVES, OPENINGS, ETC., THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN THEIR FIRE RATING. TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATION FOR POWER AND LIGHTING WIRING AS REQUIRED SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. ANY TEMPORARY WIRING, FUSES, ETC., SHALL BE REMOVED UPON COMPLETION. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY N.E.C. AND LOCAL CODES. PAINTING OF ELECTRICAL CONDUITS, ETC. IF REQUIRED, WILL BE BY THE GENERAL CONTRACTOR. CONDUIT AND WIRING SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANTS PREMISES SHALL BE PROVIDED AS REQUIRED FOR SYSTEM SUPPLIER'S WIRES. OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELPHONE PLATE. EQUIPMENT IDENTIFICATION OF THE FOLLOWING EQUIPMENT SHALL BE WITH ENGRAVED NAMEPLATES AS TO NAME AND /OR FUNCTION; DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS, PUSHBUTTON STATIONS. ROUGH —IN AND CONNECTIONS TO EQUIPMENT SHALL BE MADE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS PREPARED BY THE MANUFACTURER. COORDINATE CONNECTION LOCATIONS AND REQUIREMENTS WITH GENERAL CONTRACTOR BEFORE COMMENCING WITH WORK. FCEIVED Y ` FEB 2 2 2000 PERMIT CENTER