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Permit D05-365 - FAMOUS FOOTWEAR - TENANT IMPROVEMENT
FAMOUS FOOTWEAR 17401 SOUTHCENTER PY D05-365 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2003 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. i Building Permit No.: DOS -365 Occupant /Tenant: FAMOUS FOOTWEAR Building Address: 17401 SOUTHCENTER PY Parcel No.: 262304 -9120 Property Owner: ERRE LLC 117 E LOUISA ST, #230, SEATTLE WA 98102 Use: RETAIL SHOPS Occupancy Group /Division: M Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 208 Air 4 N VI/ BUILDING 6FFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES z Z W QQ JU 00 N J H N LL W LLQ WD = z _, ?16- ir-o z �- w �0 U O N 01-- W W u - O ..z w 0 O z � J ��IIlA ;Y 1y�� y N �2 ` 1908 City a. Tukwila Departinent of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.titkivila.tiva.its DEVELOPMENT PERMIT Parcel No.: 2623049120 Address: 17401 SOUTHCENTER PY TUKW Suite No: Tenant: Name: FAMOUS FOOTWEAR Address: 17401 SOUTHCENTER PY, TUKWILA WA Owner: Name: BLOCH REVERSE L L C Address: 2621 EASTLAKE AV E, SEATTLE WA 98102 Contact Person: Name: LYN DAVIES Address: 75 60 ST SW, WYOMING MI Contractor: Name: ALEXANDER -OTTO COMPANY LLC Address: 2754 COMPASS DR STE 290, GRAND JUNCTION Contractor License No: ALEXACL967QP Permit Number: Issue Date: Permit Expires On: Phone: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -365 01/25/2006 07/24/2006 Phone: 800 285 -7866 Phone: 970 243 -7283 Expiration Date: 11/16/2006 DESCRIPTION OF WORK: TENANTIMPROVEMENT Value of Construction: $146,000.00 Type of Fire Protection: SPRKLR & FIRE AL Type of Construction: V -B Fees Collected: $2,564.01 International Building Code Edition: 2003 Occupancy per IBC: 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non- Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: IBC- Permit D05 -365 Printed: 01 -25 -2006 _ '.L.' u<,... .�.�w:a w�:. v�::..�1..rc �: l4Ue. 4w:.'. u�+' cres i`:. NJ�d1 .:.i,s:.•:ii ^,1= �.4�S.JaiCrkt L.;:,:t ;; eJr.�:a1i.:.aY+'/ux� :.�i; +Dii��.v: liaii::. Z i� Z �w QQ J0 00 w� CO U_ w LL <n = F . w Z �_O Z�_ W5 U� O N o !— wW Ii— (.5. LL O . Z . W U= O F- Z City o. Tukwila Steven M. Mullet, Maym- Department of Commtuaty Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us * *continued on next page ** Steve Lancaster, Director Z '�- W JV . U U O CO CO ILLI LL WO LL Q t o = W H Z� F- O Z F- UJI U� O N` I— W W: 3:U L. 0 . Z LLI U= O Z doc: IBC- Permit D05 -365 Printed: 01 -25 -2006 -4 N � �2 ,y,• I90i • •� City o. 'T ukwila Steven M. Mullet, Mayor Department of Corrtnitituty Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: c0i(kMIa.wams Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Dirrecto,- D05 -365 01/25/2006 07/24/2006 Permit Center Authorized Signature: Date: d(•Z Q1/ I hereby certify that I have read an a �lnthis permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructi6 perfo ante of work. I amuthorized to sign and obtain this development permit. Signatur Date: �� �� Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC- Permit D05 -365 Printed: 01 -25 -2006 Z if— Z �W QQ 30 00 w� U - 0 �? a �w Z F- 0 Z f- UO ON � H WW UO W Z U =, 0 Z `..- Cit of Tul�wlla r�r.6 Y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 2623049120 Permit Number D05 -365 W Address: 17401 SOUTHCENTER PY TUKW Status: ISSUED 2 Suite No: Applied Date: 10/04/2005 Tenant: FAMOUS FOOTWEAR Issue Date: 01/25/2006 U O CJ) 0 cn w J = i� 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N UO W 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. Q c w 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). Z X 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w start of any construction. These documents shall be maintained and made available until final inspection approval is O UJ g granted. v 0 O- 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design 0 requirements of ASCE 7. H v 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced u. O Z to the building structure. v N 7: All construction shall be done in conformance with the approved plans and the requirements of the International z ~ Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at doc: Conditions D05 -365 Printed: 01 -25 -2006 �..:- City of Tul, z wila 19C0 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B :C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) z = Z 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or W brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation 2 instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so 1 0 that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross rn o 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 N H inches (102 mm). (IFC 906.7 and IFC 906.9) u- w 16: 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) U_ cod 17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available w for use. These locations shall be along normal paths of travel, unless the fire code official determines that the z hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) z O W 18: ** *MEANS OF EGRESS * ** - IFC Chapter 10 j o 19: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table U o F- 1015.1 of the International Fire Code and International Building Code. w w U U 20: 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) z w co 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle i= is engaged from inside the tenant space. (IFC Chapter 10) Z 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: 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) 25: 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) 26: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 27: 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) doc: Conditions D05 -365 Printed: 01 -25 -2006 .. cs Q City of Tul wila ro Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 28: 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 Z systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk = z Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to W the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) D 29: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila JU UO CO o Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) J = F- 30: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1900 - NFPA 72 N a- w 31: 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) U- co D 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire_. w Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC Z 104.2) Z O 33: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and �p the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) U co O — 34- Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and w w #2051) X U u. f- 35: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and z properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. U O 36: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of Z such condition or violation. 37: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 38: ** *PLANNING DEPARTMENT CONDITIONS * ** 39: Half height shelving installed along the west windows. * *continued on next page ** doc: Conditions D05 -365 Printed: 01 -25 -2006 i.. .. •.is. .t« .d, ,.ca at ..ut.i: ". ,r.. iir.�.�, nF:S.h :rr1:,.Sivr.: 5atd�':i.-i ?!'.s .}t:.:uy.;. :Sit:.��= .iV1M "'K.: �bLS� 6.. rd. �;, C- h. iffri` i�+ zt�ELid+, ni5$': a: Y.'^ �= JJ: 3Yltismi2 .wXzld`�`st' "n'I.i�;:"'; `µp, �L City of Tul -wlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: �- Date: �6 �4: Print Name: .z �Z �w JU U00 U) W= CO L WO LL ?. U)a = w z� t=- O z t— w LLj U ON D F—. WW ~ I W O , LLI z CO O z doc: Conditions D05 -365 Printed: 01 -25 -2006 tLA w CITY OF TUKWIL..,t o Community Development Department o Public Works Department �= Permit Center saes 8300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 4t I Building Permit No. C- Mechanical Permit No. Public Works Permit No. Project No. Lea or office rtre OW Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** ;SITE LOCA1'1.0N Site Address 1 ' / Tenant Name: Property Owners N Mailing AddreseLc /L1a� King Co Assessor's Tax No.: ��'Z)� O b'd C Suite Number. Flo New Tenant: p4..... Yea ❑ .. No f - f, 06 tr , 5y..4 H E itlA gRJV 7 City state E-Mail Address: i7 `� r C / i1 1 5 ��� Fax Number: 1( V GENER CONTRACTOR INFORMATION- (Mechanical Contractor information on back pale) Company Name., Mailing Address / Z city state Zip Contact Person: Day Telephone: E -Mail Address Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD.- AQ piano mast . be wet stamped by Architect of Record Company Name f"/ / C`11 �C Mailing Address �l 3 0 .S .) !n boa & ,, -,l /o b ( d lA,h y �) D ct nn ,City C�J�' �%S 55 Contact Person: A Mad �/�j "1� !S Day Telephone: ' / ! Y ` E -Mail Address Mda U15(����/ e�vlSJi 19 C. • 1-,0 Fax Number: �l y J �'J� 7 �J 5 ENGINEER OF RECORD An plans must be wet stamped by Engineer of Record Company Name: o eq 4Q � Mailing Address' o F C JA) JZr f e >bo 1 01(5 ` 0 %C Cld 01 C "�Cyfc- City statu Zip Contact Person: I t C _1 ✓ v Day Telephone: E -Mail Address , t? f /tof^dt 5o1lhq1te <<qM Fax Number: � (q �o� 1� x,`z �iltatlartpcmdtgipliadun (7.3004) Pace I ,;' �_i � • :� = .u:.ss.. sit :u;:.u:. «ciF.: iL4 � . . :f.rl ,is'• �`. sW+ Gl�ikxra�s 'd�:..�:�..,:.c�.�ii.:itiit �• '• wiuts:��u• . v_�• � � v.Y::�.ti,• SC— 3 LL B z ;~ W t � JU UO M 0 W = H �U_ WO 9-1 U_ < � = W Z� I- O z I- W5 U� aH W HF- — O W z U= O ~' z F ;BUILDINGTERMTrINFORL. MON - 206-431 -3670 Valuation of Project (contractor's bid price): $ f `- (n 1 0 0 0 Scope of Work (please provide detailed information): / Cnao ) L C Will there be new rack storage? ❑ .. Yes ..No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ..... Yes ❑ ..No If "Yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [� .S rinkler .. p ®..Automa is Fire Alarm El ..'None [:]...Other (specify) uh �r' 4/0 �2vrLt >f G� Qio�Oe� o�� Will there be storage or use o flammable, c mbustible or hazat'do ma rlals i the building? ... Yes If "yes ", attach list of materials and storage locations on a separate 8 -1/2 x I 1 paper indicating quantities and Material 2ZDSheets. i i lapplicatiom�mnit application (7.2004) ! Pape 2 Z 3: �W aa� JU UO O W= I— NW .W O IL U U = �W Z t— HO Z H WW �5 U� .O N oI.- W HP tL O Z W U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor / rl Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ..... Yes ❑ ..No If "Yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [� .S rinkler .. p ®..Automa is Fire Alarm El ..'None [:]...Other (specify) uh �r' 4/0 �2vrLt >f G� Qio�Oe� o�� Will there be storage or use o flammable, c mbustible or hazat'do ma rlals i the building? ... Yes If "yes ", attach list of materials and storage locations on a separate 8 -1/2 x I 1 paper indicating quantities and Material 2ZDSheets. i i lapplicatiom�mnit application (7.2004) ! Pape 2 Z 3: �W aa� JU UO O W= I— NW .W O IL U U = �W Z t— HO Z H WW �5 U� .O N oI.- W HP tL O Z W U= O Z I , 3 PUBLIC:WORI{S PERMIT.IlVrd k 1 J Scope of Work (please provide detailed info 1 U Call before you Dig: 1- 500424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. [ATION 206-433-0179. Water District ❑ ... Tukwila ❑ ... Water District #125 ❑ ... Highline El ... Renton ❑ ... Water Availability Provided Sewer District ❑ ... Tukwila ❑ ... V al Vue [:1 ... Renton ❑ ... Seattle ❑ ... Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ ... Approved Septic Plans Provided ❑ ... Septic System- For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Apylication (mark boxes which apply): ❑ ... Civil Plans (Maximum Paper Size -22" x 34") ❑ ... Technical Inbrmation Report (Storm Drainage) El ... Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ... Bond 0... insurance ❑ ... Easement(s) ❑ ... Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ... Right -o Pway Use - Nonprofit for less than 72 hours ❑ ... Righto f -way Use - No Disturbance ❑ ... Construction/Excavation/Fill - Righto f-ivay Non Right -o f -way _ ❑ ... Total Cut cubic yards ❑ ... Total Frill cubic yards ❑ ... Right -0f - -way Use - Profit for less than 72 hours [:1 ... Right -o f -way Use - Potential Disturbance ❑ ... Work in Flood Zone ❑ ... Storm Drainage ❑ ... Sanitary Side Sewer ❑ ...Abandon Septic Tank ... Cap or Remove Utilities ❑ ...Curb Cut ❑ ... Frontage Improvements ❑ ...Pavement Cut ❑ ... Traffic Control ❑ ...Looped Fire Line ❑ ... Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ... Permanent Water Meter Size... WO# ❑ ... Temporary Water Meter Size.. _ WO# ❑ ... Water Only Meter Size............ WO# ❑ ... Sewer Main Extension .............Public _ Private ❑ ... Water Main Extension ............. Public Private ❑ ...Grease Interceptor ❑ ...Channelization ❑ ...Trench Excavation ❑ ...Utility Undergrounding ❑ ... Deduct Water Meter Size ......... " Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to Name Day Telephone Mailing Address City State Zip Water Meter Meter Refmd/Billin�: Name Day Telephone Mailing Address City State Zip tapplicatiorstpennit application (7.2004) Page 3 Z �_- Z �W 0 V) 0 C0 W J = H N W W } �J W Q to 0 = F. W Z F- 1-- O Z F- W W U� O- 0 H Ww F- O �Z U= O Z . r . MECHANICAL PERNIIT INFORMATION — 206 - 4313670 MECHANICAL CONTRACTOR INFORMATION Al / /' � ( o r N/ � Company Name: , l. Mailing Address City state zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ..... ❑ Commercial: New .....❑ Fuel Tvne Electric ...... ❑ Gas ..... ❑ Replacement ..... F Replacement ..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: /V /A Unit Type: Qty Unit Type: Qty Unit T e: Qty Boiler/Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP/ 100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 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 Water Heater 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind I Other Mechanical Equipment , APPLICATION NOTES - Applicable to all ' permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: Print Name Mailing Address' fh ENT: Date: Day Telephone: ,2 5 5 7966 /N/ vX15 State zip Date Application Accepted: Date Application Expires: Staff Initials: Io nil us cI�2Iv� \applicationstp it application (7-2004) Pape 4 nwv+ �evs�rxenmrMw; Ewainneose��awao�44� .A'.P��vA!!!�t�A�tte ..7��R.R�sat?dtl�tl�. �'�5�� i� Z = 1— '~ W 0 (n o CO LU W = 1— NW WO LLQ = �W Z F- >— O Z E— W �5 U� O� o1-- W LU LL —0 .. Z W Cl) O Z f T k ila Cit o u w race 4 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049120 Address: 17401 SOUTHCENTER PY TUKW Suite No: Applicant: FAMOUS FOOTWEAR Permit Number D05 -365 Status: APPROVED Applied Date: 10/04/2005 Issue Date: Receipt No.: R06 -00104 Initials: 7EM User ID: 1165 Payee: ALEXANDER -OTTO COMPANY, LLC Payment Amount: 501.52 Payment Date: 01/25/2006 11:27 AM Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check , 12892 501.52 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 497.02 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 501.52 Z W UO N 0 ws J �_ NO W � 1— U_ cn :. = �w z I- F- 0. Z i_ W w U� O N � H WW U t~i- ~O. W Z U= O Z 1629 01/25 9716 TOTAL 501.52 doc: Receipt Printed: 01 -25 -2006 Cit y of Tukwila 1986 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ( Parcel No.: 2623049120 j Address: 17401 SOUTHCENTER PY TUKW Suite No: 4 Applicant: FAMOUS FOOTWEAR i RECEIPT Permit Number: D05 -365 Status: APPROVED Applied Date: 10/04/2005 Issue Date: Receipt No.: R06 -00099 Initials: JEM User ID: 1630 Payment Amount: 1,054.20 Payment Date: 01/24/2006 11:27 AM Balance: $501.52 Total: 1,054.20 Payee: ALEXANDER -0170 COMPANY, LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 12878 1,054.20 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 1,054.20 f �i doc: Receipt I 1586 01/24 9116 TOTAL 1054.20 Printed: 01 -24 -2006 z z �W 2 JU U0 w� �LL W O U . CO) d z �-- F- O z F- W U J �p O N O I WW H- .. z W Cl) O z i 1 i 1 '+L City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049120 Permit Number: D05 -365 Address: 17401 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 10/04/2005 Applicant: FAMOUS FOOTWEAR Issue Date: Receipt No.: R05 -01469 Payment Amount: 1,008.29 Initials: JEM Payment Date: 10/04/2005 04:40 PM User 1D: 1165 Balance: $1,555.72 Payee: PRECISION PERMIT SERVICE TRANSACTION LIST: Type Method Description Amount Payment Check 2979 1,008.29 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 1,008.29 Total: 1,008.29 z �Z �W UO U W = H NLL W } } } J . u- = �W Z F- F- O z !-- w W U� O � OH WW U U. ~O .. z W U= O z INSPECTION RECORD _ Retain a copy with permit INSPECTI N0. PE T CITY OF TUKWILA BUILDING DIVISION Y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 r i i t. Project: �t Type of Inspection - Address: d D ate Called: Special Instructions: Date Wanted: a.m .m. Requester: Phone No: I receipt No.: Date: e Z SZ '~ W JU UO NO C0 LLJ J = f- NLL WO U? C0 = W F— _ ZF- F- O Z F- UJ U� ON 0 F— WW U_ O .Z W U= O Z L.'J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD 6 Retain a copy with permit -' INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 6)4 1 -3 70 Project: Type of Inspection: Address: > • ate C lied: Special Instructions: Oate Wanted: a. [...gym . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 4;4 Atx de $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z ;= Z W QQ � JU UO CO 0 co LLJ J � �U- W O 9� LL to = f— W Z fF— WO W U� O co OH W LU 111 Z U =, Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION `��: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P r oj Pa: 4woza Type of Inspection: Address: 12.41 0/. Pa'alled Special Instructions: Date Want d p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: J 7!s lar4tll- ewelec o ; //V 'V i Z�9'VAO S /3 7 nV 4, eV-e- 6 h 7' C av # N N InspejPor: Date: 0 58.00 REINSPECT ON FEE REQUI�6. Prior to inspection, fee must be aid at 6300 South nter Blvd., Suite 100. Call to sechedule reinspection. / p , I IReceipt No.: I Date: z Z W 00 CO 0 C0 III W J (1) LL w 2� 9-j W ? co :D a LLJ z 0 W l!- W LU 0 C0 0 -� 0 F- W T- () F- I LL 8 . . z W L) Z INSPECTION RECORD .� Retain a copy with permit INSPECTION NO. PERM ) N C O . CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Pro" Type of Inspection: Address: 4 101 Date Called: Special Instructions: Date Wanted: 7 D Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ins r: Date Ll�fo A 1 :3 0�- 71 58.00 REINSPECTION E REQUIRED rior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to sechedule reinspection. eceipt No.: I Date: i i i Z ;= Z W �U UO N J = S2 LL WO UQ = W Z� Z W LLJ �p U 0— 0H W W 3:U U- O W Z U= O Z INSPECTION RECORD Retain a co with p ermit INSPECTION NO. cop p PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2., 6j431 -3670 Projft: . � Type of Inspgction: Address: / 7 W /mod Date Called /- - J -7/- -d �. Special Instructions: Date Wanted: _._ a.m. `_. Requester w ' Phone No: , ❑Approved per applicable codes. Corrections required prior to approval. I COMMENTS: �� D F Ins tor: Dat,�: / $58.00 REINSPE 1T 10N E REQUIRED. P ' r to inspection, fee must be paid at 6300 Southcente lvd., Suite 1 . Call to sechedule reinspection. eceipt No.: I Date: z `~ W JU UO NO co LLI J = �LL WO 9_j LL Co = W H zF �O z I— W 5 U� O -. 0 H. w U i-- �Z LLI co O z A INSPECTION RECORD "7 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 ?nf;- 575 - 44n7 Project: Type of Inspection: ,, Address: 1 Contact Person: // ! Suite #: z / 0 1 /`,z- Pre -Fire: Special Instructions: Phone No.: LK Approved per applicable codes. 17 Corrections required prior to approval. COMMENTS: V /* 'r e /-; / o>( / 1 A< Needs Shift Inspection: Kee Sprinklers: Fire Alarm: l ( Hood & Duct: Monitor: Pre -Fire: Permits: Occu ancy Type: In ector , Date: Hrs.: *Re 80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be lNiptt.: Andover Park East. Call to schedule reins ection. Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 z Z �W 2 �U UO N co W W co ld W� La �D = �W Z � O z F- w 25 D0 ON 0 I— W H� LL O ..z W Cl) O z i 01111 11 ' 5 UKWILH I ` WI rsui iiiiNG DIVISION PCP60F TUKWILA 20.05 2003 Washington State Nonresidential Energy Code Compliance Form CENTER Stars MM11donU EnaV Cove Complanc• rwM$ j Maximum Allowed Li tin Watts e nterior) j Location Allowed (hoot/room no.) Occupancy Description Watts per a `• Area in f? Allowed x Area I EIS 7. 06 •lo 6,02.. •" From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Notes: 1. Use manufacturer's listed maximum Input wattage. For hardwired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless tees than 5 watts per fixture. Proposed Lighting Wattage (Interta)st an fixtures. For exempt ri not exception and leave WattriFixture blank. alt locatlar (Boor /room no.) Fixture Description Number of Fxtures Watts! FWre Watts Proposed 5142 , s Oe ;2>0 79 R� 7505` s4GE� 1u4 01Z C�.L"Y.�-7 32 G�. x fe (or x ff) Covered Parking i 02 W /ft� <<�0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts us.�e,...,. rors and ombs ... "r,f. Guth Maximum Allowed Lkhtii&,W.;Af;i6 Mi eriorl Project Wo Project Address T_—A M O t? Dale For Budding Department Use FMCM Permft N®' 4 0 �� a >'.� . �` 7�r �� /� -�.a f Applicant Name: Applicant Address: Applicant Phone: Project Description C1 New Building ❑ Addltlon Plans Included 1 11efQ r ta WSEC Section 1513 for controls and commissioning require d prescriptive Ughling PowerAllowance Q Systems Analysis I J Compliance O ption (See Qualification Checklist (over). (ndicafe Prescriptive A LPAspaces dearly an plans.) Alteration Exceptions [] No changas are being made to the Ilghting (check appropriate box) ❑ Less than 60% of the fixtures are new, and Instai(ed fighting wattage is not being Increased Note: for building exterior, choose either 11149 facade area or the perimeter method, but not both) Total Allowed Watts Use mtgr listed ma>ilmum Input wattage. For fixture$ with hard Proposed Lighting Wattage (Exterior) the default table in the NREC Technical PAference Mantral may also be used. Number of Wow Watts 1 Location Fixture Descriptlon Fixtures Fixturo Proposed i� Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposes Z ~ W I QQ Y 2 JU UO C0 W J = Co U WO 9 J U- a (0 D = F. W Z = t-- l— O Z F— W 5 U� O� OH W F— lt. O .. Z W U= O~ Z CO)� �.t11��Ii�t.t� ;t�,�.. Allow watts Area in fe Atlowed Watts Location ; tOesaiptidd' `:r per ft or per If (or If for perimeter) x fe (or x ff) Covered Parking i 02 W /ft� (standard paint) .,r "% � Covered Parking 0.3 W /Pt (reffective paint) Open Parking 0. 2 We Outdoor Areas -- ; •., _ 0.2 W /fi Bldg. (by facade) 0.25 WIR Bldg. (by perim) l,. A( g " 9 7.5 WAf Note: for building exterior, choose either 11149 facade area or the perimeter method, but not both) Total Allowed Watts Use mtgr listed ma>ilmum Input wattage. For fixture$ with hard Proposed Lighting Wattage (Exterior) the default table in the NREC Technical PAference Mantral may also be used. Number of Wow Watts 1 Location Fixture Descriptlon Fixtures Fixturo Proposed i� Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposes Z ~ W I QQ Y 2 JU UO C0 W J = Co U WO 9 J U- a (0 D = F. W Z = t-- l— O Z F— W 5 U� O� OH W F— lt. O .. Z W U= O~ Z APR 11 '05 01:55PM TUKWI LA��DCD /PI��e Nonresidential Energy Code Compliance Form P.3/6 Lighting Summary b. M Vvesrungton stele Nonresidwilm EnOMY Cotle CanpIMM Forms R(Mod JWy 200 1"reseriptive Spaces l occupancy, 0 W arehouses, storage areas or aircraft storage hangers OOlher 1 Qualification Checklist ►vote; if occupancy type is "Other and iMUM answer is checked, the number of fatures in ft space is not renited by Code, CreMy Indicate these apm*s on plans. u not qualified, do LPA Cakulmlona. Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fllroraseant, non - lensed, with only one or hvo lamps, and 2. Lamps are T -1, T -2, T -4, T -:', T-8, T-8 3. Lamps are 5.50 Walls, and 4. Ballasts are electronic ballasts S. Exit rights e 5 walWfixture 6. Screw -In compact fluorescent funures do not qualify TABLE 95-1 Unit LIghOng Power Allowance LPA Use L.PA W!s use LPA W/a Painting, welding, carperilfy. machine shops 2,3 Police and fire stations 1.5 Barber shop beauty shops 2.0 Atria alrlums 1.0 Hotel ban uel/conference /exhibition hall ' 2,0 Assembly spaces , auditoriums, gymnasia!, heaters 1.0 Laboratories 2.0 Grow R -1 common areas 1.0 Aircraft repair hen ara 1.5 Process ►ants 1.0 Cafeterias fast food establishments 1.5 Restaurants/bans 1.0 Factories, workshops, handling areas 1.5 Locker and /or shower facilities 0.8 Gas stations, auto repair shops 1.5 Warehouses , storage areas 0.5 Institutions 1.5 Alrcransto a hangars 0.4 Ubrarles 1.5 Retail", retail banking 1.5 Nursing homes and hotellmotel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores allat rack shelving)1.5 sma (acpess side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by Mall concourses 1.4 Plans Submitted for Common Areas Onl Schools buildings (Group E occupancy only), school classrooms day care centers 1.35 Main floor building lobbies (except map concourses 1.2 Laundries 1.3 Common areas, corridors, toilet fara'Ifies and washrooms. elevator lobbies 0.8 OW" builtr"s, ofTiewadministradve areas in facilities of other use types (including but not limited to schools ��hos pltaLs. Institutions, museums, banks, churches 1.2 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) Waus per square foot of room may be increased by two percent per foot of telling height above twelve feet 4) For all other spaces, such as seating and common areas, use the Unit Light Power Nlowance for assembly, 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. I 7) In cases in which a fighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 wails per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not Include mail concourses. 6) For the fire engine room, the Unit Lighting Power Allowance Is 1.0 watts per square foot. 9) For Indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area Is 2.6 watts per squam fool. 1o) Display window illumination Installed within 2 feet of the window, righting for free-standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 wffe of merchandise display luirninalres are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on er reCe5sed Into the calling itself (not on the wale. b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track allachmeni). c) fitted with tungsten halogen, fluorescent, or high intensify 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 nut covered by racks plus the vertical face sma (acpess side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Z =Z W QQ 2 JU UO cf) CO W J = N LL WO LL Q O F. W Z = I- F- O Z 1-- W W U ON O F- W W F- U_ O .Z W U= O ~' Z 1 05 01:56PM TUI <WILA DCL v No"sidentlsl Energy Code Complienoe Forma Ivonresigenuai rnergy t fl ustments ruins Project Address d Use this form if you are claiming ony ceiling height adjustments for your bighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15.1. Identify the appropriate Calling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated ftom this number and from the Allowed Watts per fe. Carry the Adjusted LPA to the corresponding "Allowed Watts per fe" location on LTG -SUM. Adjusted Lighting Power Allowances Interior Location Allowed Ceiling Height t Ceiling Height Limi Adjusted LPA (tioodroom no.) Occupancy Description Watts per ft •" for this roam for this exception" Watts per le µle Table 15 -1 based on ■ 12 �yC...V. n,.Lx7 .. .' .lti.;..i. " "Ai.,'..y5'.ia::y..t �t�S:,.hi,im. <..:w li �}+,.�i.�.f..1`Y�n3l.'�' ".Si:{,:� '�y' = i�a' • '1A�:K�+�l:i'n, at ;d»+f'rdld F iifi'�.k,L �:{�� �� �AV.rti.l!!'dl�r1��1'1� .{� ": ��eAai'ry� Z IH' W tY 2 D UO fn 0 C0 W J = I— S WO U - ND 2 I.-W Z 2 H 1 O Z h- W �j U� O� O h- W H� �O .. Z W to U O Z APR 11 '05 010 56PM� Nonresidential Energy Code Compliance Form P. 5/6 Li ghting Pe rmit 2009 wesrwgIon 31e1e mrromentlel Energy Cody Camptfamm Farms Revixd July 2004 Project Address Date The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code, Applicability (yes, no, n,a.) Code Sac tion Component Information Required I on Location I Building Department Plans Notes LIGHTING CONTROLS Section 1513) N ok- 1513.1 Local control/access Scheduk vllh type, indicate locations N A 1513.2 Area controls Maximum Ilmlt par Switch I(� 1513.3 Daylight zone control Schedule with type and features, indicate locations M vertical glazing Indicate vertical glazing on plans . A overhead glazing Indicate overhead glazing on plans .j s 1513.4 Displaylexhlb /special Indicate separate controls .� 1513.5 Exterior shut-off Schedule with type and features, indicate location /Yp (a) tlmerw/backup Indicate location Al,a (b) photocell. Indicate location IV A 1513.6 Inter. auto shut -riff Indicate location NA 1613.8.1 (a) occup. sensors Schedule with type and locations ,��,!/� t4.a 1513,6.2 1 (b) auto. switches Schedule with type and features (back -up, override capability) Indicate size of zone on plans (VA 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning aR �G 5 Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, waft per fixture �^ 3 Eke motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: Z 3: W. J UO N J = �LL WO UQ to T O FW Z H Z O �j U� ON W UO w Z U= O F- Z APR 11 1 05 01: Lighting - General Requirements 1513 Lighting Controb. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are oited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Aoaeselbility; Each space, andosed by walla or coiling- height partitions, shall be provided With lighting controls located within that space. The lighting controls, whether one or more, shell be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting Controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control'shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than fire percent of footprint for footprints over 100,000 square feet 1513.3 Daylight Zone Control: All daylighted zones, as defined In Chapter 2. both under overhead glazing and adjacent to vertical glazing, shall be provided with Individual oontrols, or daylight -or occupant- sensing automatic controls, which control the lights Independent of general area lighting, Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north. east, south, west). Daylight zones under overhead glazing more than 16 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces endosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 11513.4 Display, Exhibition, and Specialty Lighting Controls: An display, exhibition, or specialty lighting shall be controlled independently of general area lighting. P. 6/6 1513.5 Automatic Shut -Off Controls, (Exterior. Exterigr lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 151.6 Automatic Shut -Off Controls, Interior. Office buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable . of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 - linutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and Incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -tide switching device which: a) is readily accessible: b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and o) is manually operated; d) allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e) controls an area not exceeding 5,000 square feet or 6 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut - off controls, occupancy sensors, or automatic time switches. the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate In accordance with approved plans and ape,Afications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. ' f e.w...t... �:.Tf..:N.n W�..:....:ti..'vacka" f; �' <SF,.t ; [l. ,j• .. .J�:. _ ti[jM1ki..ukW:f' ' �a3tQ.i .'mifo.xsi �5` 4• 1`�' �ti'R' Z ;= Z W aa� JU UO U J = H U) LL WO 9-J LL Q to = 1. W Z F- Z� W W U� O� C3 I.- W W F- H LL O 111 Z . UN F= = O Z Famous V. Footwear. , VV k\b ►2 7010 Mineral Point Road. Madison, WI 53717 -1701 P.O. Box 44981• Madison, WI 53744 -4 Phone 608,829.3888 Fax 608.877,3353 January 4, 2006 Department of Community Development Building Division Attn: Bob Benedicto 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 -2544 Dear Mr. Benedicto: RECEIVED 'JAN 12 2006 ELOPIWEN This letter is to serve as a request for exemption for a "shell only" building permit in order to allow Famous Footwear to begin their Tenant Improvement construction while the Landlord is completing the building shell. Famous Footwear acknowledges and agrees to only allow employees of the general contractor and/or subcontractors access to the space while the tenant improvements are under construction. No occupancy will be granted prior to final inspections approval of the building "shell" permit and Tenant improvement permit. Famous Footwear acknowledges the final inspection approval for the "shell' will consist of the sign off by the following departments: Fire, Planning, Public Works, L &I, Electrical, Seattle King County Health, Plumbing, and Building Division. We appreciate the City of Tukwila leniency and allowing us to begin construction on our tenant improvements prior to the shell receiving final approval. If you have any questions or concerns please do not hesitate to contact me at 623 - 229 -7133. Thank you and have a good day. Sincerely y urs, � t Kellie Hill Acting as Agent for Famous Footwear z 1Z L w 00 O J TLL w 0 �Q _0 �. w z E - 0 w ~ w 12 5 U 0 � o111-- W �� "-- 0 ..z w U= 0 z October 7, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Lyn Davies 75 60 ST SW Wyoming, MI 49548 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -365 Famous Footwear — 17401 Southcenter PY Dear Ms. Davies: This letter is to inform you that your application received at the City of Tukwila Permit Center on October 4, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following departments need to be addressed: i Planning Department: Nora Gierloff, at 206 431 -3670 if you have any questions concerning the i attached memo. f Public Works: Joanna Spencer, at 206 431 -2440, if you have any questions concerning the attached memo. Please address the above continents in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have - enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger services j If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, ifb arshall Permit Technician Enclosures File: Permit File No. D05 -365 PNenniferUncomplete Letters\1305 -365 Incomplete Ur #I.DOC z �Z '~ W JU UO N J = F- U_ WO UQ ND = W Z H Z� W W U� O �, o t- W W I— �- O z W co O z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 PLANNING DIVISION COMMENTS ' DATE: October 6, 2005 ' PROJECT NAME: Famous Footwear TI PLAN CHECK NO: D05 -365 ! Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. f 1. The fixture plan on A4 shows floor to ceiling display racks against the western elevation. This makes it impossible to meet the design review requirement that: i A light switched to operate at the same time as the main store lights shall be placed in the area behind the obscured glass on the west side of the southernmost tenant space. r �. 2. The graphic track system shown on A4 may not be used to display window signage in excess of that allowed by the code: TMC 19.12.050 Permits Not Required A. 14. Window signs which are of a temporary nature for commercial business and which occupy less that 25% of the window surface. Signs on or in the window which occupy more than 25% of the window surface are permanent and will be considered part of the overall signing permitted for the business. Such permanent window signs shall require permits. 3. The third sign wall is shown on the rear door, A6. This will not be allowed. All wall signs must be permitted through Tukwila. Z Z '~ W tY 2 . W D. UO to 0 W =. NLL W O 9 :. U. Q Nd = W H ZF F-- O W LU Da U W o F- W W. H �O Z W co O Z i i 4S f PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 6, 2005 PROJECT: Famous Footwear Tenant Improvement PERMIT NO: D05 -365 PLAN REVIEW: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1. Due to the addition of new plumbing fixtures the attached King County Non - Residential Sewer Use Certification must be submitted. z Z '~ W 2 D � C o W= J �.. N LL. W O U_Q Cl) d = W �_ I_ O ZF w U� �O �, .0 H W W. LL O W Z U CO) O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 365 PROJECT NAME FAMOUS FOOTWEAR DATE: 11 -16 -05 SITE ADDRESS 17401 SOUTHCENTER PY Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS fo (, A Building Division Fv I i_c Wo �/o ft(./ /6'' 15" Fire Prevention Structural ❑ A) (I Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete 1� Comments: Incomplete ❑ DUE DATE: 11 -1 7-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 1 2 -1 5-05 Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing sllp.doc 2.28 -02 • A' 'J4d v r, r fr iA.:•o.'. �.'�.v�id' ;� 'rst c ?: 3 ,lsr aL «.Yk 1 � .. � ::,. f . ..,. rJ.a.A;. :t.1 r Win. �- J:•.ry.:. 4�.hW:r :�bx S'7'','ia" ;:ksti {`�n 7 �'>!• ti('vr. .`: {( !f k r lrLLf.1.k.ua, Nk ntt il:n•S:S4aY, <'il,::tt ,,{ a. C�J. j., U z Z '~ w D JU 00 (n 0 C0 III J = H S2 LL w LLQ �D = �. w z F- z� w w UC) O N off w F- L O ..z w CO 0 O z " PERMIT COORD COPY"' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -365 DATE: 10 -04 -05 PROJECT NAME FAMOUS FOOTWEAR SITE ADDRESS 17401 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS Building Division 510 l0-5� Fire Prevention A r,r d �� AJ"1 Planning Division to - , Public Works , X Structural ❑ Permit Coordinator ❑ lD• DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1 0-06-05 Complete ❑ Incomplete ❑✓� Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 53 PW i Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 11 -03-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 z �w aa JU 0 ND J � N LL w J � =w z f- WO �5 U� ON O H ww F� Uo ..z U= P O z :•1:..,. ::a'l....,rw.ve::.ti,r r' r.�w�rt'r,.`.i >t- .:Ft ? �tY+??�a "SiSn;i'v:k�r '•rr w� ° o?::Sl+l+ , �!°evx''�rnl 44in.kti ?t afd .'i;,*S « .. hrtua� °!`.7 .:ck[� +;,'� :2iitw:(. i 1 REVISION SUBMITTAL 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: hll,2:l/tivtviv.ci. ttrktvila. iva. rrs Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fmr, etc. Date: (�- �`y 5 Plan Check/Permit Number D05 -365 ® Response to Incomplete Letter # I ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name FAMOUS FOOTWEAR Project Address 17401 Southcenter Pv Sheet Number(s): 41 .') "Cloud" or highlight all aret s of including date of revision Received at the City of Tukwila Permit Center by: �k& dL Entered in Permits Plus o11 \ appl i cationsW orms-appl i cat ions on line evasion submittal Created: 8 -13 -2004 Revised: .r `a..1 Z �Z ul D JU U UU J H CO U W O J U. Q CO � = �w z F- O Z !— 2� U ON o�- wW F-P LL z ui CO O Z Contact Person: Lyn Davies Phone Number: SHREMSHOCK ARCHITECTS, INC. 6130 S. Sunbury Rd Suite 100 Columbus, 014. 43081 Gerald S. Shremshock, AIA 614.545.4550 fax: 614.545.4555 Ohio Reg. No. 6968 email: arch Oishremshock.com http: / /www.silremshock.com The City of Tukwila — Permit Center, Planning Division 6300 Southchester Blvd. Suite 100 Attn: Nora Gierloff .Nole(kl 61'ev- /1# November 4, 2005 Phone: (206)- 431 -3670 RE: Famous Footwear — Store #2442 The Winner Building — Suite D 17401 Southcenter Parkway Tukwila $L Plan Check No. D05 -365 Dear Ms. Gierloff, RECEIVED NOV 1 DEVELOPMENT Itemized below are our responses to the review comments generated by your office, dated Oct. 6, 2005 and communicated to our office via mail by Precision Permit Services: Comments: Fixture Plan, sheet A4: Response: We shall comply with said request by reducing the height of the display fixtures behind the glazing on the West side of the building to 40 ". Please see the revised sheet A4 for additional information. Finally, it is this office's understanding that the glazing being provided by the developer in this storefront will not longer be of the "obscure" type, but will be clear and thus allow visual site lines through the entire facility. Final submission of this change will be executed by the developer, Brad Decker. Graphic Track System: Response: It is this office's understanding that this system is already within compliance with said requirement since it is not intended to be used for the display of window or storefront graphics. Third Sign (Service Door): Response: It is this office's understanding that the illustrated identifying sign is already within compliance with said requirement since it is not intended to be used for signage purposes, but for the simple identification of said exterior service door to ease deliveries or service access. The height of said letters is 3 ", maximum, and the overall sign area is approx. (1) square foot, total. I appreciate your attention and cooperation in this matter and we look forward to receiving your approval in the near future. If you require any additional information or if you have any questions or concerns, please contact our office immediately. Shremshock Architects, Inc. Cc: John Shawgo / Jackie Novak — Famous Footwear via email �+4ke'L+ •.t.r Z �Z ;I-- W .J U UO ND C0 LU W = 1— U) w w LLQ S 0 �W Z 1•- Zo W w. U� O- 0 I-- wW LO Z U =' O Z I Look Up a Contractor, Electrician 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. License Information License ALEXACL967QP Licensee Name ALEXANDER -OTTO COMPANY LLC Licensee Type CONSTRUCTION CONTRACTOR U BI 602421568 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 2754 COMPASS DR STE 290 Address 2 Cancel City GRAND JUNCTION County OUT OF STATE State CO Zip 81506 Phone 9702437283 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/16/2004 Expiration Date 11/16/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date ALEXANDER, CHILTON A PARTNER/MEMBER 11/16/2004 OTTO, DOUGLAS R PARTNER/MEMBER 11/16/2004 Company Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date NATIONWIDE https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= ALEXACL967QP Pagel of 2 01/25/2006 Z }�— Z � W Q� JU UO cf) C0 W J = (1) U_ WO 9Q = �W Z = F- Z 1_ W �p U O �. O 1— W H O Z W U= O Z o Go C1 pp, C) cr UJ > Q (L. LLA 0 W Z O cr m m C" F- c� it O U� Famous Footwear f '`` � � �'� S'•'^�• -.�. w - v1► - .fir .� w 17401 STORE WINNER #2442 BUILDING SUITE ' D' SEPAIATr- p'Rmn REQUIRED r Mechan *zal Rif E7�ric�al iP�w'1lbing bas pip, r., aty Of Tuk -; : - BUILDING DIVISION SOUTHCENTER PARKWAY TU K WI LA I CODE DATA I I. GENERAL SITE AbID PR JECT „WFORMATION A. This is an existing tenant space in a multiple tenant building. The existing shell building is being reused with no modifications to the existing structure. B. The existing building is protected throughout by an automatic fire suppression system. C. Provisions have been made so that all exits discharge to grade or at access to grade. D. These construction documents indicate for accessibility to be maintained by the landlord from the public way into, and throughout, the building to the lease space. E. The maximum number of employees per shift will be four or less. II. GOVERNING CODES BUILDIbI.Q 2003 International Building Code MECHANIC 2003 International Mechanical Code EL FCTRICAL: 2002 National Electrical Code PLUMBING; 2003 Uniform Plumbing Code A,�FSSIBILII- : 1998 I.C.C. / ANSI A117.1 Ill. USE AND OCCUPANCY CLASSI CATION A.Sec. 309.1 - This project is a retail sales store classified as Mercantile Use Group M. IV. TYPE OF ,C11ON A -Tab. 601- Construction type II-B requires no fire resistance ratings for structural framing, bearing walls, floor construction, or for roof construction. V. (,NOR FINISHES A -Tab. 803.4- Interior wail and ceiling finishes for Occupancy Group M. sprinklered, are Class B for vertical exits and exit passageways, Class C for exit access corridors and other exitways, and Class C for rooms and enclosed spaces. M. MEANS OF EGRESS ARVaiues are from plan layout contained in these construction documents. Sales ft. Non -Sales 6,073 sq. 995 sq. ft. TOTAL LEASED SQUARE FOOTAGE 7,068 sq. ft. B.Occuponcy calculation values are from Tab. 1003.2.2.2 and plan layout contained in these construction documents. Soles 6,073 sq. fL 30 sq. ft. per person 204 persons Non -Soles 995 sq. ft. 300 sq. fL per person 4 persons TOTAL OCCUPANT LOAD: 208 persons C.Egress width calculation values are from Sec. 1003.2.3 and calculations above. Sprinklered building with a total occupant load of 208 multiplied by 0.15" per occupant equals 31" of exit width required. 102" of exit width have been provided. MI. DOOR REQUIREM NTS A.Sec. 1003.3.1.2- Egress doors shall swing in the direction of egress travel. Opening force for interior side swinging doors without closers shdl not exceed a 5 lb. force. For other doors the latch shall release when subjected to a 15 lb. force. The door shall be set in motion when subject -,d to a 30 lb. force and shall swing to a full open position when subjected to a 15 lb. force. All forces shall be applied to latch side. B.Sec. 1003.3.1.8- Egress doors shall be readily openoble *ram the egress side without the use of a key or special knowledge or effort. The main exterior door or doors in Group M may be equipped with a key operated locking device from the egress side if the device is readily distinguishable as locked and there is a sign stating "This door to remain unlocked when budding is occupied". VIII. EXIT QUANTITIES AND LOCATIONS A.Values are from Sec. 1004.2-1. Tab. 1005.2.1. and actual plan layout contained in these construction documents. Minimum of 2 exits required for 1 -500 occupants. 2 provided. B.Sec. 1004.2.3 Egress from a room or space shall not pass through adjoining or intervening rooms or areas. except where such adjoining rooms or areas are o� to the area served, are not a high - hazard occuponcy. and provide o discernible path of egress travel to an exit_ Egress shall not pass through store rooms, or spaces used for a similar purpose. C.Sec.. 1004.2.4 Maximum exit access travel distance, measured along the exit path. shall not exceed 200 feet for unsprinklered buildings of occupancy Groups M. Trovd distances may not exceed 250 feet when the budding is sprinkleredR IX E)O T ACCESS COMPONEN Ts A.Sec- 1004.3.1.1- Minimum dear aisle widths for public areas in Groups M occupancies shall be 36 inches where fumishi mils, displays, and sinuior fixtures or equipment are placed or, only one side of the oWe and 44 inches where placed an both sides. B. Sec. 1005.3.3 -1— The width of exit p ys shaN be determined as specified in Sec- 1003.2.3 but shall not be less than 44 inches, except when serving an occupant food of less than 50, where 36 inches in width is occeptabie- X � AlSec. 1108.2- Toilet rooms are required to be occle. Map and service sinks are not required to be aecessbie, B.Sec. 11085- At least 50 percent of provided drinking fountains shop be ocxessble. C-Se - 1108.122/ Tabie 1108.12_2- Able dwclk -out aisles shall be provided at the rate of 1 for up to 4 cheek -out aisles. X ALSw 2902.2 Separate tolot facilities shall be pr+aricfed Mar each sac unWss in tenant apices or sbucturm with a total occupant load of 15 or less ('rte patrons and erroayees� Sgwato )'ee f c*ties snail not be required in in . 1 5 or fewer people are 0,0010 8. TaD. 2902.1- Yercontfle vcrwponoies r•qurt 1 voter doelt per 500 persons. 1 kr4atory per eod► 750 pa sco 1 Irir d" Mountain per each 1000 pert= and 1 aervroe sir& A► drinking Mount is not r.grrir.d wilm e a bot%W woher coder is proms, � • i ii PROJECT CONTACTS r`.(1N _qTR1 Ir~T1r)K1 IkA A lu eP.3:Q r r vv 1 AG p%r% 7010 MINERAL POINT ROAD MADISON, WI 53717 JOHN SHAWGO PHONE: 608 -203 -7483 FAX: 608 - 203 -4483 E -MAIL: jshawgo0famousfootwear.com I Anlnl nQnil nf%AI rnKI TAr'`T 5 c: -s LLc 117 E. LOU I SA ST. SEATTLE, WA 98102 BOB SCHOFIELD / BRAD DECKER PHONE: 206 -784 -2301 KEY PLAN VENDOR CONTACTS CERAMIC TILE LIGHTING COYLE CARPET CITY LIGHTING PRODUCTS 250 W. BELTUNE HWY. 4307 WEST PAPIN STREET MADISON. MA 53713 ST. LOUIS, MO 63110 STEVE HYAMES OR DARRIN PAVLICK CHRIS ROJEWSKI PHONE 608- 257 -0291 PHONE: 800- 888 -2572 FAX 608 -258 -7248 FAX: 314 - 534 -1314 EMAIL shyomesOcoylec arpetcom E —MAIL: carojewakiOcitylightk4com EMAIL- dwpavikkOcoylecorpetcom WEB: www.citylighting.com CARPET THERMOSTATS & MASLANO CARPETS LIGHTING CONTROLS 716 BILL MYLES DR. SARALAND. AL 36571 LIGHTSTAT. INC. KEN KENNEDY AND WES GUNTER 22 W. WEST HILL RD. PHONE 251- 679 -3594 BARKHAMSTED. CT. 06063 FAX 251 - 675 -8330 BETSY RENOUF E-MAIL kennedykOmosiandoarpets.com PHONE: 800- 292 - 2444 x222 E-MAIL- gunterw4k asiandearpets.com FAX- 800- 738 -4123 SIGNAGE EMAIL.- betsy0lotstat-com INTERNATIONAL SIGN do DESIGN MUZAK 10831 CANAL ST. MUZAK LARGO. FL 33777 3318 LAKEMONT BLVD. THERESA TRIMMER FORT MILLS. SC 29708 PHONE: 727 - 541 -5573 LOUISE EWOT FAX 727 -456 -1975 PHONE: 8O -331 -3340 EMAIL- ttrimtnarOintisign.com E —MAIL: louiseeanwzakc:om BES INTERCHANGE- c1=r_I I017V CVCTCLA BEST ACCESS SYSTEIdS 1020 JAMES DR SUITE 0 HARTLAND. MA. 53029 808 YOUNG PHONE: 262- 367 -8316 FAX 262- 367 -2898 E— MAIL.,: youngbmaatoccess'cam GRAPHIC TRACK SYSTEM, FIXTURES, ACCESSORIES LA DARLING COWANY 150 BUSNESS PARK DRIVE SUN PRARIE. VA 5,3590 NANCY BACON PHONE_ 608 -837 -0700 034 FAX 608-- 837 -0536 CDCf`!AI TV 0Ck1t%uC0% 1 POP RIGHT DRIVE ARCANUM, OK 45304 KEW HOLLIDAY PHONE.- 937-692-51M FAX 937 -692 -6409 E- lrlAll: kbrowr�Otabsys.corn CJ%u1 1 ITCQ PlOW-- a00- 472 -45W OR MM_scyuter.oan u Awou iurTnai A : _ COVER SHEET/ PROJECT INFORMATION FLOOR PLAN REFLECTED CEILING PLAN FIXTURE PLAN FINISH PLAN EXTERIOR ELEVATIONS CONSTRUCTION DETAILS POW ER PLAN ELECTRICAL DETAILS & SCHEDULES LIGHTING PLAN SP1 SPECIFICATIONS SP2 SPECIFICATKAS SP3 SPECIFICATNDW SP4 SPECIFICAT1(08VS SP5 SPECIFICATKM /1LJ r 7010 MINERAL POINT ROAD MADISON. VA. 53717 STEVE S OEENEY PHONE: 608- 212 -1299 EMAIL.: s9weeney0odtoorn 'Tr %I1 CT QML "Nu�a-Y —a-Aw THROUGH COWNXtATE Dates 1834 WALTON RD. ST. LOUIS. MO 63115 fWX PAYNE Pf0NIE: 314- 506 -7837 SCHLAGE PHONIE: 800 -847 -1864 VER ww cam LCN PH01E: 800- 526 -240D IM mmienknemcwn GENOTEK PHOW-- e00- 741 - � VE8 tt�.genoteil` "NSONITE PHONE: a0C�--89% --D9t6 VM wR j1*W W1XWta eva U -S -G_ P++o a00 -950- Im ..+ijagaeler BENJAWN �,�.�r wr i• . fA•`^ .rte _.._. ._ ...�+.� ...... Va....s► -•.. - -. �� -.. �. �, .�... ,�- .. ..,.. r � ..... mss- - .. � - ..�. �... - _.. .. ., .... ...• r .._ i .... _ _ r_._ � a- - -'- . - _. _ ._ _ ... � ... -• _ _ .. -.- .� _ _ _... ._.._... � � -�...+ �..- -- � .f _ _ �. _,... -�... _. �. � �. �..-. -.. -.. .� .. . - .. .. �� - .�. ... .. � _ � -.� . �..� �. �.� -�- .�. � __ .w...r. �. � gTr)RF PI ONNINr., AAANAr9:0 1 r%MVVJ 1 VV 1 wwr-rug 7010 MINERAL POINT ROAD MADISON. IM 53717 JACKIE NOVAK PHONE: 608 - 827 -3584 FAX: 608 - 662 -6584 E -MAIL: jnovok0famousfootwear.com WEB: www.famousfootwear.com r;1=N1=RAI r _n K1TIQAr`TnQ �TT 1 V DG UG 1 GICMIItlGU ""� OF , 4 je no now ""W i&"a ram of dw SdIIM Mil Neon d any sa+d ard� t ��,, PAM" 0 OPWAd Hard Cow and. aoe�i�ns � +Clblr d'11101 -. C Q'i " IF .�� ;. [AC : Z O ,c o co .�■.i 0 0_ x O c v cU m 0 lL. 00 O C U Le. n � iC' _MlIZI 11 Tllklr A Qf _LJ 1T9=rT .xir«IIIIJrtv�.n AICI.t'll �t�L..1 ink,. 6130 S. SUNBURY ROAD WESTERVILLE, OHIO 43081 MICHAEL DAMS PHONE: 614- 545 -4550 FAX: 614-545-4555 E -MAIL: mdavisOshremshoc k.com r`.nN -ql 11 TINT; P:IVrlMr= 2 THOR50N BAKER alt ASSOCIATES. INC. 3030 WEST STREETSBORO ROAD RICHFIELD, OHIO 44286 JUAN CASTRO PHONE: 330 - 659 -6688 FAX: 330 -659 -6675 E-MAIL- jcastroOthorsonbaker.com N FAMOUS FOOTWEAR #2442 MANNER BLDG. - SUITE. • D • 17401 SOUTH CENTER PARKWAY I DRAWING INDEX I Crry of: njKVAA KRW C r 2 0 U UJ -� 0 0 ' oo 00 0 : Z O ,c o co .�■.i 0 0_ x O c v cU m 0 lL. 00 O C U 5 164M St cc W � C I� C) NN G •- 11J � � �o 'Q co , t v K �. ` t - - S 17M M c a•p� p H S = , zr.d 52 _ �.� corwat. Or S s - C S 17bW F% >' �ir►MUar aNd �� 0 _. w £ 1 7W SI �~ � ? 0 _ __ e- J� ,- � t►t.,lFar,� tar �` ` $aeon Dr E y 4+ s� s t rte+ St 'S S , Trnr+a a l s wig b a o ;c si p s x1fo _ �r�7t� fr ill F W"I < l _S I som st 11952 Ila � astl li 0 6.. Rs E GiST E VOW S 'a�na St •�.::.... 4 s*o Part or r SP 15 2805 Aw •i■r Z 0- ' 0 C14 *p_ N CD ,0 N , . v !arm .:' N FAMOUS FOOTWEAR #2442 MANNER BLDG. - SUITE. • D • 17401 SOUTH CENTER PARKWAY I DRAWING INDEX I Crry of: njKVAA KRW C r 2 0 U UJ -� 0 0 ' oo 00 0 : Z O ,c o co .�■.i 0 0_ x O c v cU m 0 lL. 00 O C U LAW ._ N� � 0�� cc W � C I� C) NN G •- 11J � � �o 'Q co Q d U w 0 0 E y 'l Pip l s wig b a o ;c si p s x1fo _ �r�7t� fr ill F W"I < l y ._. 3urb e g � 11952 Ila � astl li 0 6.. Rs E GiST E VOW riz .._. # r SP 15 2805 >_ Q •i■r Z 0- ' 0 C14 *p_ N CD ,0 N , . LL qh m WZ3 • f-- W J i!1 0 Z F En Z n I 1 to E o M L �— ova NY sY ess . Dan �or:o veil ova awo►�cj oeQ Maps r TITLE SIFT i CONSTRUCTION GENERAL NOTES 1. DIMENSIONS ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. 2. REPORT ALL SHELL BUILDING LATENT DEFECTS TO THE FAMOUS FOOTWEAR CONSTRUCTION MANAGER. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING OVERALL DIMENSIONS AND STRUCTURAL CONDITIONS PRIOR TO BEGINNING WORK. ANY DISCREPANCIES OR POTENTIALLY PROBLEMATIC CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE FAMOUS FOOTWEAR CONSTRUCTION MANAGER. 4. ANY SURFACES. FINISHES, EQUIPMENT, ETC. INDICATED AS "EXISTING TO REMAIN" OR "RELOCATED" SHALL BE REFURBISHED OR REPAIRED AS NECESSARY TO LIKE NEW CONDITION. 5. ENSURE THAT REAR EGRESS DOOR DISCHARGES DIRECTLY TO GRADE. 6. GENERAL CONTRACTOR SHALL VERIFY THE FOLLOWING DIMENSIONS AND REPORT ANY DISCREPANCIES OR DESIGN CONFLICTS TO THE FAMOUS FOOTWEAR CONSTRUCTION MANAGER: OVERALL SALES FLOOR WIDTH AND DEPTH, COLUMN LOCATIONS AND SIZES, DRIVE AISLE LOCATION, STOREFRONT ENTRY LOCATION, STOCKROOM WALL LOCATION, AND CEILING HEIGHTS. I CONSTRUCTION KEYNOTES I (D LEASE LINE, FIELD VERIFY ALL LEASE DIMENSIONS. O 2 PREPARE CONCRETE SLAB TO MEET FLOOR — COVERING MANUFACTURER'S RECOMMENDATIONS. FLOOR SLAB SHALL BE LEVEL TO WITHIN 1/2 OF SLOPE OVER THE ENTIRE LEASABLE AREA. O SALES AREA WALLS ARE COVERED FROM FLOOR TO CEILING WITH DISPLAY FIXTURES. WALLS MUST BE KEPT FREE OF THERMOSTATS, STROBES. ALARMS, ETC. O CHANNEL EXISTING FLOOR SLAB AS REQUIRED FOR INSTALLATION OF TWO 1 CONDUITS FOR CASHWRAP POWER AND COMMUNICATIONS. REPAIR FLOOR SLAB AS REQUIRED. O EXISTING DEMISING WALL TO REMAIN AS IS. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITION AND PATCH/REPAIR/REPLACE AS REQUIRED TO ACHIEVE 'LIKE —NEW' APPEARANCE IN PREPARATION FOR THE INSTALLATION OF NEW FINISHES. O ALIGN FACE OF NEW WALL CONSTRUCTION WITH FACE OF EXISTING WALL CONSTRUCTION. O EXISTING HANDICAP RAMP, LANDINGS. AND HANDRAILS BY OTHERS (LANDLORD) O DOOR FOR STOCKING PURPOSES ONLY & NOT INTENDED AS ACCESS TO RESTROOM. DOOR SHALL REMAIN CLOSED do LOCKED AT ALL TIMES OTHER THAN PERIODS OF MOVING STOCK FROM HALLWAY TO WORKROOM. DOOR TO BE LABELED 'NO EXIT / NO ACCESS'. 2 � - i A6 t..' in 1` ; 't I WALLTYPE LEGEND I DOOR AND HARDWARE SCHEDULE w I � O ° �_ cc,4 O 0 00 c Z , 0 �� 3: c0 E O C x O 0 C U_ CIO m 0 0 C U 00 LL .- (0 M O -I 0 Door / Frame LU \ � �o Hardware / Not Rating Closers ° + pJ Width Height Materiai Material 4 e , ti te v •,� Q° No Cio Mist A O iBQ C Q 20 Minute R atin g Rewired pa 45 Minute Rating Required No Rating Required M Q v �P 'LCN' 11520 Series Cl Frith - Hold Open' Feature oser a LCN 04040 Series Closer with Hold Feature E xist ing Closer to Renoir. O Ot Storefront Door 2 -- Service Entry 1 _ 3 " �!► Toilet Roars 2 - . Toilet / Warta own 1 EXIST. EXIST. 3' -6" 3" EXIST. E)GST. EXIST. EXIST. T -0 7' —(` EXIST. EXIST. EXIST_ --- E)OST. 18 GA. HoSaw 18 GA. HoLow EXIST. -- .__.._ EXIST. - -- lilt! Mtl _ __ - EXST. - _ - EXST. Kn oduio n Mtl Knocicdo.n mt1 EXIST_ _.._... _..... C 8 C C C C I D H E F G F L L K K L L P P M it M M I LO W* V.I. - HARD QkS.Y.Z v.i.F. IFi ARDWARE QT QT V. �_ F_ LV,Q HARDWARE V.I.F. FIARD WARE �ockeets 0 w Mist hardware Q V � " 9est U-- change cflinder with "'Best" int a Lack core (wcth OKOft turn an nsrde� "Sddow Pos;saw Set W10S '"Sddogt Storsroorn Set #1"Wo RO S HO SS Kickp1ate — Fui1 Width x 36 at Push Side of Door weather Str*ping Door Vls+irer of 60' AFF Gerwerol Dour Schedule Folot 0 CID O SOftW pricey Set ^4M %Whm' Pbr,i� Device JECL - 2300 witty IMei TO O HD Wei Mounted Doan Stop Srnaite Ga *O -Roo.r to 30wnt Al for door hardware rwbor/ —Point d doers and frarn es to nbaitch odpeent wd au *ow contoct in —Front and roar doors to nwn+an l cked at d Hennes during oorestr�eetiore. cm door at turnover. to be rwrwnodt� � oorss s„rft.s. �--� n y Praiw aion of CO 'ezis" to r+ernaln' teard.ars. --Row egress door to have pin security surd enteriar graft 1000' �:J AC Adopter JOE- 961 -1 and Blest Iintorck rVeai0le bdc oars Es>stiig Locirsst to Remain OV OW �x Signop Per Code # efo to �4a'd toilet rows details for roars eta. Dais See* �ploce Soots Snrs As i�egd. co 1.5 Pair Standard Ca www wcial are" am —i 0WOt door ?NN O Q 3r -44r AFF per coda. beara9 h4iges, or allm orwdard O Stara piotss 1100ein9 Prsrinoys twkr. Ean*e — Doors and he OM to nrnaltCtf ft systen� O agora 19 ldroes E�� firniges to it�rroie door and front to be Pai�to& T.naret nowt aw r+raw or...t. to star ao an slot�t Ai6. A& NOTE: RESTROOMS ARE SHOWN FOR REFERENCE PURPOSES ONLY (N.I.C.). RESTROOMS, AS SHOWN, ARE TO BE CONSTRUCTED, FIXTURED, Si FINISHED BY OTHERS (LANDLORD), U.N.O. CONTRACTOR TO V.I.F. AS -BUILT CONDITIONS & REPORT ANY DISCREPANCIES TO F.F.C.M. / ARCHITECT. O TOILET: MOUNTED 18' O.C. FROM SIDE WALL WITH FLUSH CONTROL AT THE SIDE OF THE FIXTURE WITH THE GREATEST CLEAR APPROACH. SEAT HEIGHT SHALL BE 17 " -19" AFF. FIXTURE SHALL HAVE A 56" X 60" CLEAR AREA AS INDICATED. (21 SINK: MOUNTED 15" O.C. FROM SIDE WALL WITH ACCESSIBLE CONTROLS AND iNSULATIVE WRAP �• -�./.- './ AT ALL SUPPLY AND WASTE PIPING. PROVIDE A 30'X48' CLEAR AREA AS INDICATED. MIRROR: 24" x 36" MIRROR WITH ACCESSIBLE TILTING CAPABILITY CENTERED ABOVE SINK AND �.�.� MOUNTED AT 40" A.F.F. MAX. TO BOTTOM OF REFLECTIVE SURFACE. G)GRAB BARS: SIZES AND LOCATIONS AS INDICATED, MOUNTED AT 33" -36" A.F.F. AND CAPABLE OF SUPPORTING A 250 LB. POINT LOAD. GRIPPING SURFACE SHALL BE 1 1/4 1/2" DIA. O TOILET TISSUE DISPENSER: KIMBERLY —CLARK 09646, MOUNTED AT THE SIDE WALL 7" -9" O.C. IN FRONT OF THE TOILET WITH THE OUTLET OF THE DISPENSER AT 15 " -48" A.F.F. — SUPPLIED & INSTALLED BY G.C. 6 PAPER TOWEL DISPENSER: KIMBERLY —CLARK 09706, MOUNTED ADJACENT TO THE MIRROR NTH O THE OUTLET OF THE DISPENSER AT 48" A.F.F. MAX. — SUPPLIED & INSTALLED BY G.C. n SOAP DISPENSER BY G.C.: KIMBERLY —CLARK 91011, MOUNTED ADJACENT TO THE MIRROR NTH �!J THE OUTLET OF THE DISPENSER AT 48" A.F.F. MAX. -- SUPPLIED do INSTALLED BY G.C. (DMOP SINK: FLOOR MOUNTED NTH CONTROLS MOUNTED AT 36" A.F.F. O DRINKING FOUNTAIN: ACCESSIBLE HIGH/ LOW UNIT NTH A SPOUT HEIGHT OF 36" A.F.F. MAX. PROVIDE A 30" X 48" CLEAR AREA AS INDICATED. Q DACCESSIBLE SIGNAGE: WALL MOUNTED ADJACENT TO LATCH SIDE OF DOOR WITH CENTER AT WITH 60" A.F.F.. SIGNAGE TO COMPLY WITH CABO / ANSI A117.1 RAISED CHARECTERS PICTOGRAMS AND GRADE 2 BRAILLE — SEE SHEET A7 FOR ADDITIONAL INFO. 1 WATER HEATER: LOCATED ON PLATFORM ABOVE CEILING OVER THE MOP SINK. SEE PLUMBING SHEET AND SHEET A7 FOR ADDITIONAL INFORMATION. 2 30 "W X 36 "H X 12 0 D WHITE MELAMINE CABINET WITH DOORS, 54 TO BOTTOM OF CABINET — SUPPLIED & INSTALLED BY G.C. I - Go 9'— 4" 2 ENLARGED TOILET ROOM PLAN A2 SCALE: 1/4 a = 1' -0 J u z_ 0 t C4 NOTE: THIS DETAIL IS A TYPICAL DETAIL TO INDICATE CONSTRUCTION METHOD AND MATERIALS ONLY. REFER TO PLAN FOR ACTUAL PLACEMENT OF ENCLOSURE RELATIVE TO STRUCTURAL COLUMN. EXISTING STRUCTURAL COLUMN, SEE PLAN FOR ACTUAL LOCATION AND ORIENTATION WITHIN ENCLOSURE NEW MIRROR ON EACH FACE OF SALES AREA COLUMN. TYPICAL REFER TO DETAIL #1 ON SHEET A7. NEW COLUMN ENCLOSURE TO BE 3 5/8" 20 GA. METAL STUDS WITH 5/8' GYPSUM BOARD FROM FLOOR TO 6" ABOVE CLG. CONST. DETAIL AT COLUMN ENCLOSURES SCALE: NOT TO SCALE WALL TYPE SCHEDULE YP C NEW 5/8" TYPE 'X' GYPSUM BOARD TO CEILING ABOVE O EXISTING FURMNG O NEW 3 5/8" METAL STUDS AT 16" O.C. 3 TO 6' ABOVE CEILING — BRACE TO STRUCT - URE ABOVE (SEE SKEET A7 FOR AM 1IQNAL WORIMATION) H" 11ET O NEW 3 5 /AL STUDS AT 16. O.C. TO CEILING ABOVE BY G.C. a EIGSTING CwU WALL �1 1W O DOSiM�lG 5/8' TYPE 'X' GYPSUM BOARD Oj OOS7MlC PETAL STUDS AT 16 O.C. O o asnrc s+EUt WALL OR oar�+rc WALL c�srnucnow lc>_�� 14 = herd Wdl Txe Sched Ae Note= — Coordinate dl connections and metnods of attachment to building structure and deck ith above w a landard representative. — Maintain oWicvble fire ratings of existing walls which are to rerna�n r. . Correct any luxm —Refer to oddtional n fr nirn and conection details or! this page. n 4 =V Cl� OF A C� Ibm PiiT c Z or 1 w I � O ° �_ cc,4 O 0 00 c Z , 0 �� 3: c0 E O C x O 0 C U_ CIO m 0 0 C U 00 LL .- (0 M O -I 0 M p 0) CN LU \ � �o d z 0 o` 0 w 0 0 0 0 co e y,� r �t � r ai 1 1 fle i Rl 4F w _ - Piss- ZEMai e 6 923 REGIS D ""Rmt a. S..HREMtSF'.00iC S T Ai E 15F WAS1*='_1 SEP 15 2005 Q Y 00 to ? ao Q_ C Q * _j . CSI LL =� mWZ3 0: Of J OZ(� �Z �Fr I 0 En D E � I" am "m a/myft i Pii07'p vent O��I r pow&= go O&M A2 TOILET ROOM FIXTURES AND ACCESSORIES SHALL CONFORM TO THE REQUIREMENTS OF TITLE 3 OF THE AMERICANS WITH DISABILITIES ACT AND /OR ALL RELATED BUILDING CODES. REFER TO SHEET A7 FOR An MONA1 iNMRUATInN S ' -1' 1' -3' 8 c t i i +� - �+ �� ,_,. ..�.,.► ._... .... - _- .-.�..- - - .� _� --.r- -•w..- _. _.+s _ � +.� �- w_,..+++��. �..l.e _ �Yr�. � - ��-�.�- �_ y__ - -� � ^'rte. �- 1 � FLOOR PLAN A 12" OR MIN. 1 8 0 -6 0 1 REFLECTED CEILING PLAN A3 SCALE: 1 /8 = 1 •- o 1 3 e — .3 0 13' -9" f • r I 7._Ow 5' -0" NOTE: ALL TILES/GRID, SOFFITS, GYPSUM BOARD CEILINGS, LIGHTS, NIGHTLIGHTS, DIFFUSERS, GRILLES, SPRINKLERS, AND EXIT /EMERGENCY LIGHTS ARE TO BE SUPPLIED AND INSTALLED BY LANDLORD (U.N.O.). G.C. TO VERIFY IN FIELD & ADVISE F.F.C.M. / ARCHITECT OF ALL DISCREPANCIES & INADEQUACIES. OPP. 6 = A3 I .I in m I N N CLG. 0 z OD 0 irk 4 (D A3 n _ O 19' -2" 5-0" 58' -10" 19' -2" 5'- FYI FIXTURE SCHEDULE �wo�� O 0 04 X X m 0 ch _ ap ,c O F GLAZING MAW DESCRIPTION NOTES I DESCRIPTION NOTE L z EXISTING 2'X4'.3 LAMP LAY -IN FIXTURE MATH ACRYLIC PRISMATIC LENS AND T'8 LAMPS/ BALLASTS ! aI►ST5 3.4 � F EXISTING 1'X4.2 LAMP LAY -IN FIXTURE WITH ACRYLIC PRISMATIC LENS, T8 LAMPS/ BALLASTS AID FLANGED DRYWALL MOUNT 0 z FD(TURE SCHEDULE NOTES- 1. FURNISH NTH EMERGENCY BALLAST AND BATTERY PACK TO VE AS A NIGHT LIGHT DURING NORMAL OPERATION AND AS DMERGEICY LIGHTING DURING PGIIAER INTERRUPTION. 2. CELING MOUNT: CENTERED ON DOOR AND 10 FROM WALL.. All OTHERS AS 00ICATED. '— EXISTING 2'X4',3 LAMP LAY -IN EMERGENCY NIGHT UGHT FIXTURE 1MTH ACRYLIC o �_ EXISTING 24 "x24" HVA DIFFUSER o z °0 PRISMATIC LENS AND T8 LAMPS/ BALLASTS o v w io N WALL MOUNT. CENTERED 6" ABOVE DOOR FRAME. ' W ' Q v z OD 0 irk 4 (D A3 n _ O 19' -2" 5-0" 58' -10" 19' -2" 5'- FYI FIXTURE SCHEDULE �wo�� O 0 04 X X m 0 ch _ ap ,c O F GLAZING MAW DESCRIPTION NOTES (NARK DESCRIPTION NOTE L EXISTING 2'X4'.3 LAMP LAY -IN FIXTURE MATH ACRYLIC PRISMATIC LENS AND T'8 LAMPS/ BALLASTS ! aI►ST5 3.4 � F EXISTING 1'X4.2 LAMP LAY -IN FIXTURE WITH ACRYLIC PRISMATIC LENS, T8 LAMPS/ BALLASTS AID FLANGED DRYWALL MOUNT 3.4 FD(TURE SCHEDULE NOTES- 1. FURNISH NTH EMERGENCY BALLAST AND BATTERY PACK TO VE AS A NIGHT LIGHT DURING NORMAL OPERATION AND AS DMERGEICY LIGHTING DURING PGIIAER INTERRUPTION. 2. CELING MOUNT: CENTERED ON DOOR AND 10 FROM WALL.. All OTHERS AS 00ICATED. '— EXISTING 2'X4',3 LAMP LAY -IN EMERGENCY NIGHT UGHT FIXTURE 1MTH ACRYLIC 1,3.4 U 0 EXISTING 24 "x24" HVA DIFFUSER PRISMATIC LENS AND T8 LAMPS/ BALLASTS 6 STOREFRONT LIGHTING DETAIL WALL MOUNT. CENTERED 6" ABOVE DOOR FRAME. = 1' -0" 3. ALL LIGHT FIXTURES AND LADS PURCHASED THROUGH w E)GSi1NG 10'X4' 2 LAMP RECESSED FLUOR- 3 E)GSTING 24"x24" HVAC RETURN AIR GRILLE CITY LIGHTING PRODUCTS LP40M A NATIONAL PURCHASE T. REFER TO VENDOR CONTACTS, SHUT Al. O U WALL WASHER 4. (MODEL SPEaFICATIONS POCATD INCLUDE LNVERSAL W VOLTAGE BALLASTS, CONIFIRM WRING MTRUCIIONS FOR m CMNG MOUNTED EXIT SIGN W TH 90 MINUTE BATTERY BACK LIP 2.3 EXISTING CELING EXHAUST FAA( UNIT FED SPECIFIC VIOL i AGE NTH LIGHTING SUPPLER PRIOR M MISTALLJNG FIXTURES S. II�iSTALL PENDANT LIGHT FIXTURES Y AFTER THE MFRCHANMSE DISPLAY LHTS AND HAVE BEEN PRAY PCOT10NED. NO EXC3:PDWa . 6- SU NOTE *W W401CATES NIEW FlXTL4;aES SUPPLI & 86TALLED BY GEC. & CONNECTED TO EXM71N G L)GHTM G OR /DOT UGHT ORCIAT. SEE ELECT. WAIL MOUNTED DOT SIGN NTH 90 Ir�IU TE BATTERY BACK UP Z3.6 ' 4� DECORATIVE PEDANT LIGHT T 3.5.6 -�- i SEIN- RECESSED SPRIwcLER HEAD E)USTDOG 2'x4' SUED CLING GRD 011H CT. PTO SHEET A5 FOR PA ETOST ING WALL IIMIN7ED MUMMY LIGHT - UMMT AS fIIIGH AS TO A1W FIXTURE SCHEDULE GENERAL NOTES i CONFLICT NTH Z T01 '0011 SfELWC. XIMS Ids I I on -4 - ALL L1GHT5 ARE EX67M tN&M O NOTED gap, V 1►s y �ONF� JIM s 011 ~ �y 6, lowif 1 gy m Mi l e F ag I Zs niai l� _ 1 /.' f>r923 . . ST REGISTERED AROMaCT - IlE)iS 940"7M " AN "R'' AAEE DI SIM 70 BE a�t,o SrAT E of LM M a Qj 3 Y 00 sir � � � 0 N Z FM OCAIM �� a mLLJ?3 OZV�X —� Z o °� 0 Iow�.u» en► .Ir+ i m or am —47EMS @dD"IW " AN 'irk' ARE NEN -47M " NO OOCA704 OR 991.A10 MIN AN V ARE "n PIFM oo�roa ACT wQ O&W nM CA G PLAN I A 0 1 E]OSA16 TO FADWAK It �1 SECTION AT NAY LIGHTNG W 9GILE NOT 10 = Nil E I v� r 1 CASHWRAP LIGHTING DETAIL SCALE. 1/4 = 1'- O" 1 e . i • M (� Z �wo�� O 0 04 X X m 0 ch _ ap ,c O F GLAZING PANE _ ._ O�3o F PENDAN LIGHT co I s L �o a QD %I PION F GLAZING PANE = F PENDAN LIGHT U 0 6 STOREFRONT LIGHTING DETAIL A3 SCALE: 1/4" = 1' -0" cn I z e . i • M (� Z �wo�� O 0 04 X X m 0 ch _ ap ,c O O CL c x E � O o C L o m '- O LL C U� o �L6 ._ O�3o cc O c I� LU mo orn L �o a QD CA U 0 cn W D cn I z w O U W m Z Q w cc cc w o T CD o i �!1 XIMS Ids I I on -4 VIE b �■ r b gap, V 1►s y �ONF� JIM s 011 ~ �y 6, lowif 1 gy m Mi l e F ag I Zs niai l� _ 1 /.' f>r923 . . ST REGISTERED AROMaCT a�t,o SrAT E of LM M a Qj 3 Y 00 sir � � � 0 N Z 0) /� * a ' V N _a �� a mLLJ?3 OZV�X —� Z o °� 0 Iow�.u» en► .Ir+ i m or am "n PIFM oo�roa ACT wQ O&W nM CA G PLAN I A 0 1 rev L 4 3w i t�� c E �o I N 0 2 A3 TYP. 0 UII 0 I N 0 0 N OF FLOOR DISPLAY = OF PENDANT LIGHT 5 RUNWAY LIGHTING DETAIL A3 SCALE: 1/4" = 1' -0" 4 ;1 Q 48" REEVES STD#44 -4 ZINC FINISHED WALL STANDARDS FASTENED TO EACH STUD. PROVIDE ADEQUATE BLOCKING AND FASTEN AT EVERY PREFORMED SCREW HOLE O PROMDE FOUR 13'x4$" WHTE MELAMINE SHELVES MATH MATCHING PVC TAPE EDGES (FOUR TOTAL). PROVIDE TWELVE REEVES SERIES f81 AINC FINISHED 12 SHELF BRACKETS_ 3 PROVIDE ONE 96 "x24'x1 1' THiCX WHITE LA#INNATE COUNTER TOP WITH INTECIRAL. BACKSPLASH AND Fp*SHED ENDS. PROVIE MOUNTING HARDWARE To SECURE To KNEE BRACES AND LEDGER BOARD. PROVIDE 3' D<A- KOLE WITH GROMMET AT REAR OF COUNTER FOR POWER MID D CABLES PROMDE A 96` LONG 1 x4 IM•f TE LEDGER CLEAT NTH MATCHING PVC T APE OIN ENDS, LEDGER SECURE[) TO EACH STUD FOR COUNTER SUPPORT PRO MDE THREE 28' HK H x 22' DEEP 1H TE KNEE BRACES NTH F LA06M a ACC AiND TOP AND T - DRIVE FACE Q7 4W NOTCH iN K EE MACES FOR TMOC 8 PR0IROE KNAPE & VOGT /6710 KEYBOARD IMO M OUSE TRAY LOWER COUIN17M VEINY L OCATION MTN T E F AMOUS F00TWEAR CONS71 UCj101►1 MANAGEFL A - _ .� - r � 5 h I FIXTURE INSTALLATfON NOTES FIXTURE INSTALLATION REsicKAs uTIES: A. UN LOAD ANC ACCOUNT FOR ALL FIXTURE& REPORT ANY DISCEPANCIES OR DAMIlAGES MIMEO! ATELY. B. INSTALL ALL FIXTURES PER PLAN C. INSTALL SAFE BOLTED TO FLOOR AT CASHARAP D. INSTALL ALL GRAPHIC ?RACK �E_ INSTALL GRAPiICS IN GRAPHIIC TRACK iF. INSTALL 'THANK YOU FOR GRAPH - DECAL G. MSTALL MANAGER'S WORKSTATION ki_ NSTALL BREAK AREA TABLE AND BENCHES L INSTALL LOCKER SYSTEM J. INSTALL WOWROOM SHE3_vES ML OBTAIN FIXTURE PETOA TS AND ALL NECESSARY INSPECT101NS L UI+LOAD AND ACCOUNT FOIL ALL STORE SUPpUES FR'OMI BSC SUPPLY TRUCK MII~ ASSEMBLE SiGMI STORAGE CART It NSTALL AUTO POLE OR OPTO GRAPWC SYSTEEI A T S T F SHOV .. ALL FLOOR CIS ARC TO BE VISTA LIL D AT A 45 DEG>REE ANGLE UNLESS 0 N07m CASHVIRA NTH TY REQUIPADADI FIXTURE SMfW N - Fos CAN BE kU" AVA&AKE FOR F EVM UPCN -Lmjw 1. CONSTRUCTION GEN. NOTES 1. FIXTURE INSTALLER SHALL VERIFY THE FOLLOW#iG DIMETNS'!ONS AND REPORT ANY DfSCREPAWX To FAMOU FOOT EAR CONSTRUCTION MANAGER_ A. O VERALL SALES FLOOR WIDTH & OVERALL SALES FLOOR DEPTH C. COL LOCATION To CENTRUNE D. COLUMN ENCLOSURE SIZE E DAVE AISLE LOCATION F. S T ENTRY LOCATION Q S T TILE LOCATION K CELJNC HE)GH • . - x . d _. 36 FDCT%E CREW TO INSTALL LFT/DROP GRAPWC TRACK SYS7EM, TM SYSIM IS PROVIDED BY FUMIRE COMPANY. WER TO VENDOR LIST oN 7W MU SHUT FOR C, NTACT /FURA"TM %VWY GRAPN C LOC:I17MOIIS r7H N SUAL 1SW: i+18M 70 NSTALLJITMQII (006 FMS -33163). - I 1 .{ r� .• ;, I SECTION AT C•ASFIWRAP M 9CAlE: 1AT W 9G1LE CX'YP*C �Klti'U Ct C PEMT ATM • M v .r U , � 1 E Cn M a0 Z ce cD 1111111111114 3: � c c o X 0 0 C LA_ C 0 LL C U� o N(D ._ 2 3 c� u m A oo► 0 0 N .-- 00 W Q (D Z Q tC BASE DIMENSION LINE = U W 0 CENTERLINE OF RUNWAY 0 g �i FOCAL WALL i i!1 I 1 Wit d v Sox >" y � •Fit a o GRAPHIC TRACK SYSTEM fIi- a REGISMM A 1_ 1 6E RJ&.B' S'SH fl `VIsHm STANDARD I NOT = w Ton STANDARD 1 NGT GINS M 0_4% TOPS � y Y 3 Ir Go 0 N Z °i0 0 Vic- c� N _o ED LL MLLJZ 3 • W V� 0 Z�HJ ci Z °� o 48x40 48x40 I 48x40 I 48x40 36x40 owlu�rr e .r; � e wI>Iolr� v� s 'wOACT M O&M PLAN 36x40 48x40 48x40 48x40 48x40 36x40 36x40 GRAPHIC TRACK SYSTEM 36x1 x 36x1 tell I 2` X 72` 12 X 72" b 1 2" x72 / IRROR MIRROR -n MIRROR FRAMED ALIGN ALIGN 4 36x40 36240 36x40 4x40 48x40 MIRROR � APL - 54 APL - 54 � E-- I APL L 54 APL - 54 APL - 54 L - 54 APL - 54 " or x r _ 48x 108 < • - 4• ,o - G• I g m I � MIRROR o z� I TO FIT so s• -t• ��-- «� coo inN L ' � FRAMED � N w - TLR - 6 - 6 TLR - 6 TLR - 6 3FT 0 APL - 54 L - 54 <� 4 R APL - 54 APL - 54 APL - 54 APL - 54 - 54 APL - 54S j Y .g -HASH -HASH -HASH -HASH ENC 54 0-1 54 Q r O x lV 1w yi ~ BREAK TABLE Z `' FRAMED I L ry * U F-- APL - 54 L - 54 APL L - 54 54 - 54 L - 54 - 54 b a M I RRCR APL L - 54 APL - 54 T 3FT APL - 54 l - 54 APL - 54 1 _ a- a 12' I.U. MIRROR I.U. 54 J 54 ENC NI x U _ UNIT U w cr LA_ RAMEO W) _ U J w ao APL APL - 4 APL - 54 - 54 T V FT - 54 L - 54 L - 54 j I R R R APL PL -54 L - 54 L - 54 PL - 54 APL - 4 APL - 54 C 54 ENC I 54 3 F7 ` J jnj u_ \ ry N N FRAMED ' J °� M IRR R L _ L _ 54 _ 54 54 - 54 L - 54 L - 54 1 ,o• -s• L L - 54 L - 54 L - L - 54 j = w v < HJ 3FT N ► 1 cn z . 2 0 w A4 w z U J = o » S » TABLE DISP AY 3 N ;, ZONE QTY (4) MI ROR w Q> 4 J SI ES ` f E 3a V) °o APL L - 54 54 54 .5 L - 54 L - 54 L - 54 j s - r L L - 54 L - 54 L - w . FRAM D 3FT < �'- FRAMED 3FT HJ 0 } Go MIRROR MIRROR w R L* Y M I ` ALI N I U Q x Go APL -54 54 - 54 _ - 54 p 3FT EN 54 - 54 APL - 54 54 j I , APL 54 - 54 54 APL - 54 r 3 FT P R Y CC O 12`x72' b -+ O < �� �O� p MIRROR I 0(D A4 w 0 ' r I ( APL - - - 54 T _ 3FT APL - 54 L - 54 L - 54 L - 54 M d J �O v' O v cm 36x1 ;8x1 482 3FT ENCF J I GRA HI TR SYSTEM ' JL i go ° 54 54 - 54 MI - 54 T 3FT L - 54 - 54 54 - 54 6 j < I — -_J - -- N '* 12' ENC MIRROR MI UNIT o ' •- 0 r x = Li x N TLR- 6 - 6 W. - 54 � s'-a" PL- 54 L- 54 L- 54 r ACC� �ACC� 00 LAJ n Q Q a T -s - HASH - H 3 FT I.U. I 3 T ACC ACC L �.__.� } V) } .o -+ FRAMED - -J x K U (0) ~' MIRROR U 0 � p 12' X 72' 12` X 72" 48x108 MIRROR MIRROR < Q c . 48x108 A R 4 100 SPACER 36x1 l 48x1 48x108 48x108 316x1 36x1 48x108 43x108 48x108 36x1 36x1 T_ a 3 Q ! RAPHIC '� TRACK GRAPHIC TRACK SYSTEM YSTEM I KT� FIXTURE PLAN Aa SCALE.- 1 /8' Q 48" REEVES STD#44 -4 ZINC FINISHED WALL STANDARDS FASTENED TO EACH STUD. PROVIDE ADEQUATE BLOCKING AND FASTEN AT EVERY PREFORMED SCREW HOLE O PROMDE FOUR 13'x4$" WHTE MELAMINE SHELVES MATH MATCHING PVC TAPE EDGES (FOUR TOTAL). PROVIDE TWELVE REEVES SERIES f81 AINC FINISHED 12 SHELF BRACKETS_ 3 PROVIDE ONE 96 "x24'x1 1' THiCX WHITE LA#INNATE COUNTER TOP WITH INTECIRAL. BACKSPLASH AND Fp*SHED ENDS. PROVIE MOUNTING HARDWARE To SECURE To KNEE BRACES AND LEDGER BOARD. PROVIDE 3' D<A- KOLE WITH GROMMET AT REAR OF COUNTER FOR POWER MID D CABLES PROMDE A 96` LONG 1 x4 IM•f TE LEDGER CLEAT NTH MATCHING PVC T APE OIN ENDS, LEDGER SECURE[) TO EACH STUD FOR COUNTER SUPPORT PRO MDE THREE 28' HK H x 22' DEEP 1H TE KNEE BRACES NTH F LA06M a ACC AiND TOP AND T - DRIVE FACE Q7 4W NOTCH iN K EE MACES FOR TMOC 8 PR0IROE KNAPE & VOGT /6710 KEYBOARD IMO M OUSE TRAY LOWER COUIN17M VEINY L OCATION MTN T E F AMOUS F00TWEAR CONS71 UCj101►1 MANAGEFL A - _ .� - r � 5 h I FIXTURE INSTALLATfON NOTES FIXTURE INSTALLATION REsicKAs uTIES: A. UN LOAD ANC ACCOUNT FOR ALL FIXTURE& REPORT ANY DISCEPANCIES OR DAMIlAGES MIMEO! ATELY. B. INSTALL ALL FIXTURES PER PLAN C. INSTALL SAFE BOLTED TO FLOOR AT CASHARAP D. INSTALL ALL GRAPHIC ?RACK �E_ INSTALL GRAPiICS IN GRAPHIIC TRACK iF. INSTALL 'THANK YOU FOR GRAPH - DECAL G. MSTALL MANAGER'S WORKSTATION ki_ NSTALL BREAK AREA TABLE AND BENCHES L INSTALL LOCKER SYSTEM J. INSTALL WOWROOM SHE3_vES ML OBTAIN FIXTURE PETOA TS AND ALL NECESSARY INSPECT101NS L UI+LOAD AND ACCOUNT FOIL ALL STORE SUPpUES FR'OMI BSC SUPPLY TRUCK MII~ ASSEMBLE SiGMI STORAGE CART It NSTALL AUTO POLE OR OPTO GRAPWC SYSTEEI A T S T F SHOV .. ALL FLOOR CIS ARC TO BE VISTA LIL D AT A 45 DEG>REE ANGLE UNLESS 0 N07m CASHVIRA NTH TY REQUIPADADI FIXTURE SMfW N - Fos CAN BE kU" AVA&AKE FOR F EVM UPCN -Lmjw 1. CONSTRUCTION GEN. NOTES 1. FIXTURE INSTALLER SHALL VERIFY THE FOLLOW#iG DIMETNS'!ONS AND REPORT ANY DfSCREPAWX To FAMOU FOOT EAR CONSTRUCTION MANAGER_ A. O VERALL SALES FLOOR WIDTH & OVERALL SALES FLOOR DEPTH C. COL LOCATION To CENTRUNE D. COLUMN ENCLOSURE SIZE E DAVE AISLE LOCATION F. S T ENTRY LOCATION Q S T TILE LOCATION K CELJNC HE)GH • . - x . d _. 36 FDCT%E CREW TO INSTALL LFT/DROP GRAPWC TRACK SYS7EM, TM SYSIM IS PROVIDED BY FUMIRE COMPANY. WER TO VENDOR LIST oN 7W MU SHUT FOR C, NTACT /FURA"TM %VWY GRAPN C LOC:I17MOIIS r7H N SUAL 1SW: i+18M 70 NSTALLJITMQII (006 FMS -33163). - I 1 .{ r� .• ;, I SECTION AT C•ASFIWRAP M 9CAlE: 1AT W 9G1LE CX'YP*C �Klti'U Ct C PEMT ATM • M v .r U , � 1 W 0 o0�=N Cn M a0 Z ce cD 1111111111114 3: � E c o X 0 0 C LA_ C 0 LL C U� o N(D ._ 2 3 c� u m W c i oo► 0 0 N .-- 00 W Q (D Z Q U W 0 0 g �i i i!1 I 1 Wit d v Sox >" y � •Fit a o � �a jig fIi- a REGISMM A 1_ 1 6E RJ&.B' S'SH fl `VIsHm I _ h V� xk rToq SEP 1 5 2005 � y Y 3 Ir Go 0 N Z °i0 0 Vic- c� N _o ED LL MLLJZ 3 • W V� 0 Z�HJ ci Z °� o � E O owlu�rr e .r; � o*cmw air ass wI>Iolr� v� s 'wOACT M O&M PLAN 1 4 NOTE: LOCATION AND CONFIGURATION W►Y VARY. REFER TO PLAN. CENTER LINE OF SHELF STAP40A D ShALL EQUAL THE CENTER LINE OF THE STUD. 92' -1" OVERALL ( LEASE DIMENSION 31' -9" 59' -4" . 4' - 10" 22' - 6" .4' - 5" 5' - O" 22' -8" 5' -0" 22' -8" 5' -0 0 co 8 AS F TS -16 WORKROOM P -1 e -12 FC -9 CLG -1 _ M w �r 8 ._ p .. 1' -11" s 0 IN 1 1 FA TILE LAYOUT TO' BE SYMMETRICAL ABOUT ENTERUNE W W N in _r, 10'- 2" I N e M TOILET ROOM P -1 fRP -1 6-2 FC -9 8 -12 (BY LANDLORD) TOILET ROOM P -1 fF P -1 G -2 FC -9 B -12 (8Y LANDLORD) \�: HALLWAY P -1 B -12 FC -9 FRP- ICLG -1 C -9 7 AS 8' -9' ' -1 13' -3" 13 FINISH PLAN A5 SCA 1/ " = 1 - o " 6'_o" O O 10' -O" I B -3 I 1 I i I I I I I I I I I I I FC - 9 12' X 12" VINYL COMPOSITION 11L.E (VCT): MANNINGTON Z O ESSENTIALS, COLOR 123 (WHEAT) NOTE: RESTROOM VCT IS II ° j SUPPLIED & INSTALLED BY LANDLORD & ALL OTHER AREAS ARE CO TO BE SUPPLIED & INSTALLED BY G.C. II t BE DIRECT GLUE DOWN UTILIZING MASLAND #2750 ADHESIVE (NO I I II N i 1 #1810 SEAM SEALER (NO SUBSTITUTIONS). INSTALLATION SHALL BE PER C.R.I. MANUAL #104 -1996. I I I I 8 II A5 I I 5/8" X 17 5/8 COLOR: TESORO GOLDEN. GROUT: 1/4" JOINT. iI I I FC -99 !I BASE B -3 5 3/4" TILE BASE: EXACTLY MATCH FINISH FC -19 ABOVE. THIS II 0 I INTO THIRDS. FB- 12 8 - 12 4" RUBBER BASE: JOHNSONITE - STRAIGHT BASE, COLOR #47 BROWN. NOTE: TOILET ROOM BASE IS SUPPLIED & INSTALLED BY II LANDLORD & ALL OTHER AREAS ARE TO BE SUPPLIED & INSTALLED BY G.C. 1 II it FIBERGLASS REINFORCED PANEL (FRP), COLOR: WHITE WITH PEBBLE I 11 ! I 00 w 0 ROOM F.R.P. TO BE SUPPLIED & INSTALLED BY LANDLORD & J Z in I I I PAINT: (1) PRIMER COAT OF BENJAMIN MOORE & CO. SUPER SPEC 0 0 LATEX ENAMEL UNDERCOATER & PRIMER SEALER 253, TINTED TO 1 I I S #AC -40 GLACIER WHITE, EGG SHELL FINISH. 0 .- 0 m OTHER WALLS TO BE FINISHED BY G.C. I 1 1 1 1 0 1 1 I °° I MATCH FINISH COAT, AND (2) COATS OF BENJAMIN MOORE & CO. I #1134 HIDDEN VALLEY, EGG SHELL FINISH. N 19 co LAY-IN CEIUNG: USG INTERIORS DONN DX -24 FLAT WHITE 050, H tj 99 x 1 I1 FINISH - WHITE "SLT" LAY -IN ACOUSTIC CEIUNG TILES - SHREI�ASM�7� C SUPPUED & INSTALLED BY LANDLORD. CLG -2 GYPSUM BOARD - SUPPLIED & INSTALLED BY LANDLORD. NOTE: TOILET ROOMS CEILINGS FINISHED BY LANDLORD do ALL OTHER 4 ? 00 CEILINGS FINISHED BY G.C. PAINT P-1 CLG- I l l co & FINISHED BY G.C. PAINT p_3 TRANSITION TS -1 fi CARPET TO VCT OR SOLID VINYL TILE RUBBER ADAPTER STRIP: BY I O , II n 7' -2" I 1 I I II I I I ! i I I I I ! i 7' -2" I I I it i t l i 8 I i u A5 -- I 1 - -� ---- -- — - - -- — -- — r J 8 8 A5 s' —o 7' -O" -5 &-ON 19' -2" 5' -0' 19' -2" 58' -1 0' 1'- r 0 _ 0 r pp min NOTE. 11PIESE TAT ROOM ELEVATKM ARE FOR R Ef'ER NCE C)F&Y. ALL y M & GRAS BARS & FWAS ES ARE TO BE SUPPLIED & N STAUJW BY LANGLORD. SEE A2 FOR AMTKAOL IEOIUMTKOL In FC -17 SALES AREA P -3 B -12 8 -3 FC -17 FC -19 CLG -1 CLG -3 71' -3" I i t r FC -19 .. ... J I r 0 TS -17 w I co FC - 17 FC -19 r� I N i . � III /— //I It/I/ —/ • + • TOILET Fi00M ELEVATIONS �s scxI-- ors. 6 i f r6 NOT USED NOTE = DETAIL SHOWN FOR REFERENCE ONLY. DRINKING FOUNTAIN TO BE SUPPLIED & INSTALLED BY OTHERS (LANDLORD). G.C. SHALL SUPPLY & INSTALL FRP & ALL OTHER FINISHES AS REOUIRED TO COMPLETE INSTALLATION. PRONADE F.R-P. BEHM DR"GNG FOUN TAME (S) AS 06D1CA'+ED AND EXTEND 'TO NEAREST DOOR FRAMES AT EACH SOE_ MO' VIDE F.R_P_ 24' BEYDI iD DEAREST POINT OF DRONCNG FOUN TAAN IN THE ASSOICE OF A DOOR FRAME OR NATURAL BREAK - PR'OMDE A 30' x 48"" Mi RAMU 1 CLEAR RLOOR SPACE CENTERED AT LOW DAWSMIG FOWTA11h UIST 7 DETAIL AT DRINKING FOUNTAIN AS SCALER MOT TO SCALE v "� INTERIOR FINISH GENERAL NOTES REFER TO SHEET Al FOR VENDOR/ SUPPLIER CONTACT INFORMATION. THE CENTERLINE OF THE TILE "DRIVE AISLE" SHALL BE EQUAL TO THE CENTERUNE OF THE TARGET CUSTOMER DISPLAY WALL, NO EXCEPTIONS. REPORT ANY DISCREPANCIES TO THE FAMOUS FOOTWEAR CONSTRUCTION MANAGER. TILE 'DRIVE AISLE" SHALL BE COMPRISED OF FULL TILES ONLY -- bQ EXCEPTIONS. PAINT ALL DOORS TO MATCH ADJACENT WALLS. PREPARE CONCRETE SLAB TO MEET FLOOR- COVERING MANUFACTURER'S RECOMMENDATIONS. FLOOR SLAB SHALL BE LEVEL TO WITHIN 1/2" OF SLOPE OVER THE ENTIRE LEASABLE AREA. 1 , ti I� FINISH SCHEDULE FLOOR COVERING FC - 9 12' X 12" VINYL COMPOSITION 11L.E (VCT): MANNINGTON Z O ESSENTIALS, COLOR 123 (WHEAT) NOTE: RESTROOM VCT IS -- O 0 C LA_ 0 m O cz U. C U CO SUPPLIED & INSTALLED BY LANDLORD & ALL OTHER AREAS ARE CO TO BE SUPPLIED & INSTALLED BY G.C. FC -17 CARPET: FAMOUS 121 BY MASLAND. CARPET INSTALLATION SHALL BE DIRECT GLUE DOWN UTILIZING MASLAND #2750 ADHESIVE (NO SUBSTITUTIONS). ALL SEAMS SHALL BE SEALED UTILIZING MASI-AND #1810 SEAM SEALER (NO SUBSTITUTIONS). INSTALLATION SHALL BE PER C.R.I. MANUAL #104 -1996. Q CERAM IC /P ORCELAIN TILE AZTECA CERAMICA STYLE: VECCHIO 17 5/8" X 17 5/8 COLOR: TESORO GOLDEN. GROUT: 1/4" JOINT. HYDROMENT, COLOR: ALMOND #96265. FC -99 EXISTING FINISHED FLOOR TO REMAIN. BASE B -3 5 3/4" TILE BASE: EXACTLY MATCH FINISH FC -19 ABOVE. THIS BASE IS ONLY USED AT TILE AREAS. STANDARD FLOOR TILE CUT INTO THIRDS. FB- 12 8 - 12 4" RUBBER BASE: JOHNSONITE - STRAIGHT BASE, COLOR #47 BROWN. NOTE: TOILET ROOM BASE IS SUPPLIED & INSTALLED BY LANDLORD & ALL OTHER AREAS ARE TO BE SUPPLIED & INSTALLED BY G.C. WALL COVERING FRP -1 FIBERGLASS REINFORCED PANEL (FRP), COLOR: WHITE WITH PEBBLE FINISH. TRIM CAP AND MOLDINGS TO MATCH PANEL NOTE: TOILET w 0 ROOM F.R.P. TO BE SUPPLIED & INSTALLED BY LANDLORD & HALLWAY F.R.P. TO BE SUPPUED & INSTALLED BY G.C. PAINT P -1 PAINT: (1) PRIMER COAT OF BENJAMIN MOORE & CO. SUPER SPEC 0 0 LATEX ENAMEL UNDERCOATER & PRIMER SEALER 253, TINTED TO 1 MATCH FINISH COAT, AND (2) COATS OF BENJAMIN MOORE & CO. S #AC -40 GLACIER WHITE, EGG SHELL FINISH. E NOTE: TOILET ROOM WALLS TO BE FINISHED BY LANDLORD. ALL OTHER WALLS TO BE FINISHED BY G.C. P -3 PAINT: (1) PRIMER COAT OF BENJAMIN MOORE & CO. SUPER SPEC LATEX ENAMEL UNDERCOATER & PRIMER SEALER 253, TINTED TO i!1 MATCH FINISH COAT, AND (2) COATS OF BENJAMIN MOORE & CO. #1134 HIDDEN VALLEY, EGG SHELL FINISH. CEILING 19 CLG -1 LAY-IN CEIUNG: USG INTERIORS DONN DX -24 FLAT WHITE 050, H tj 99 x 2x4' SUSPENDED CEILING GRID WITH USG #2320 RADAR; CLASS A 1af FINISH - WHITE "SLT" LAY -IN ACOUSTIC CEIUNG TILES - SHREI�ASM�7� C SUPPUED & INSTALLED BY LANDLORD. CLG -2 GYPSUM BOARD - SUPPLIED & INSTALLED BY LANDLORD. NOTE: TOILET ROOMS CEILINGS FINISHED BY LANDLORD do ALL OTHER 4 ? 00 CEILINGS FINISHED BY G.C. PAINT P-1 CLG- GYPSUM BOARD PAINTED - SUPPUED & INSTALLED BY LANDLORD � OZ�� J & FINISHED BY G.C. PAINT p_3 TRANSITION TS -1 fi CARPET TO VCT OR SOLID VINYL TILE RUBBER ADAPTER STRIP: BY E JOHNSONITE #CTA -47 -H, (BROWN)_ USE JOHNSONITE 945 NONFLAMMABLE CONTACT ADHESIVE. PURCHASE THROUGH CARPET CHEC er ess VENDOR, REFER TO SHEET Al FOR VENDOR CONTACTS. x_ CARPET TO CERAMIC TILE RUBBER ADAPTER STRIP: BY JOHNSONITE #CCA -47, (BROWN), NO EXCEPTIONS. USE JOHNSONITE FONM PLM 945 NONFLAMMABLE CONTACT ADHESIVE. FLOORING CONTRACTOR TO BEND AND PERFORATE AS NECESSARY TO ACHIEVE A SMOOTH RADIUS AT CURVED AREAS. TRANSITION BUCKUNG WILL NOT BE AN ACCEPTABLE FINISHED INSTALLATION. INSTALL WITH "LONG LEG" UNDER CARPET PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. PURCHASE THROUGH CARPET VENDOR, REFER TO SHEET Al FOR VENDOR CON TACTS. TILE TRANSITION STRIP TO THRESHOLDS: GENOTEK CODE 730 ADJUSTABLE ZEE TRIM MATH CLEAR SATIN ANODIZED ALUMINUM FINISH. TRANSITION IS A "TAP DOWN TYPE FOR USE WHERE EXISTING THRESHOLDS ARE FLUSH TO 1/4 BELOW TILE HEIGHT_ INSTALL MATH "LONG LEG" UNDER TILE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. P -3 i FECEr*EO CXTV OF M ♦,. r Lc , PO r I W 0 0 r v = � r.- aD _w K) Z O ,c E �� 3: CLO C �D 'in o -- O 0 C LA_ 0 m O cz U. C U CO CO � M W c � m00 N LLJ o \ mO Q w O p CL cn w 0 0 0 1 S E i!1 � X1 t� 19 o ik u 1 > . e €lips I N H tj 99 x 1af 6923 tEu�S Af ACT SHREI�ASM�7� C SUFI E OF MASHOGTON SEP 15 2M � d Y Go 4 ? 00 w 0) Q q* W Li m mWZ3 • W W CC cr � OZ�� J V) Z Oy E ow►wa By � CHEC er ess DATE FONM PLM io _ 0 . - - •.� • � r .. _ _•. . S �.�._ . _. •w•. .� _. - � 'vf. _ _ _... •mow �- - _ _ � r� 4. -._. _. _.� '�_ � mw wm � ~ .~ mw Nm f I ��o > 0 ? MIRROR UNIT I CORNER MIRROR UNIT 11 PROVIDED BY FIXTURE CONTRACTOR INSTALLED BY FIXTURE INSTALLATION CONTRACTOR N .__44W4 nTM v) ns diwu GAP 0 EA. SIDE (TYP. ) COLUMN ENCLOSURE MIRRORS 11 PROVIDED BY GENERAL CONTRACTOR INSTALLED BY GENERAL CONTRACTOR -WALL BASE - VERIFY EXACT HEIGHT. REFER TO SHEET A5 FOR FINISH SPECIFICATIONS. O2 - 1/4 COPPER BACKED MIRROR WITH POLISHED EDGES 3 — ADHERE MIRROR TO WALL OR FIXTURE PANEL SURFACE WITH LIQUID NAILS MIRROR ADHESIVE #LN -930. APPLY MIN. (2) ROWS OF 3" DIA. "DISCS" OF ADHESIVE 012" O.C. + /— VERTICALLY. ADHESIVE COVERAGE FOR MIRROR TO BE APPLIED WITHIN 2" OF ALL MIRROR EDGES. 4 —G.C. TO MEASURE EACH COLUMN ENCLOSURE HORIZONTALLY AT TOP OF WALL BASE AND AT A HEIGHT OF 72 ". CUT MIRROR WIDTH TO 3/16 LESS THAN THE SMALLEST OF THE TWO MEASUREMENTS. TYPICAL FOR EACH SIDE_ OF COLUMN ENCLOSURE j0 RECEIVE MIRROR MIRROR INSTALLATION DETAILS SCALE: NONE O5 —GLUE TRIM ANGLE IN PLACE WITH LIQUID NAILS ADHESIVE #L1J -925. GLUE MIRROR IN PLACE AS INDICATED IN NOTE /3 g -TOP OF MIRROR EQUALS HEIGHT OF ADJACENT WALL FIXTURES. —IF APPLICABLE; MEASURE AND CUT EXACT LOCATION OF THERMOSTATS, OUTLETS, SENSORS ETC. (COVER PLATES AND /OR DEVICE FACES SHALL CONCEAL ANY CUT EDGES IN THE MIRROR). — BRUSHED STAINLESS STEEL J— CHANNEL TOP CHANNEL: SYTLEMARK #120055 BOTTOM CHANNEL: STYLEMARK #120041 FLOOR BIN MIRROR PROVIDED BY FIXTUR CONTRACTOR INSTALLED BY FIXTURE INSTALLATION CONTRACTOR O9 — SYTLEMARK #120059 -218 TRIM ANGLE �p —PRE — FRAMED MIRROR HUNG FROM SLATWAL END PANELS 0 —REFER TO SHEET A4 FOR SIZES, QUANTITIES AND LOCATIONS. )WOMEN of ao o� o� I o' U) C' c CL 0 z cc ID. CID cv A; t3 c 0. 0 r4 HANDICAP SIGNAGE A7 SCALE: NONE WALL I.IIRROR 0 PROVIDED BY GENERAL CONTRACTOR INSTALLED BY GENERAL CONTRACTOR BRAILLE USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL 0.2 INCH SPACE BETWEEN CELLS. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. z EXTEND EVERY THIRD METAL STUD (48' O.C.) TO 6" ABOVE FINISHED C UNG AS SHOWN. �p -18 GA. 4 METAL STUD BRACING TO STRUCTURE ABOVE AT 48 MAX., ALTERNATE DIRECTION OF BRACING FOR MAXIMUM LATERAL STABILITY. ATTACH BRACING SECURELY TO STRUCTURE ABOVE. CEIUNG CONSTRUCTION TYPICAL TOP RUNNER TYPICAL 5/8" GYP. BOARD OVER 3 5/8" METAL STUDS AT 16' O.C. OR AS NOTED IN THESE DRAWINGS. REFER TO THE SPECIFICATIONS AND WALLTYPE SCHEDULE FOR ACTUAL WALL CONSTRUCTION. TYPICAL BOTTOM RUNNER — SCREW TO FLOOR SLAB O 4' O.C. USING 2 1 J TAPCON SCREWS (OR EQUAL). K* 5 WALL BRACING DETAIL A7 SCALE: NOT TO SCALE FEMW I v V_ mi I 0 pe) 1/4 THK. SIGN W/ BLUE 0 V1( 4' THK. SIGN Z .c o 4 UE SIGN 0 a: 0 c LL. cz o m%-0 LL C V BACKGROUND W/ � BLUE BACKGROUND W/ B ACKYV GROUND W/ WHITE 1/8 W 0 00 C:)� WHITE 1/8' WHITE 1/8 RAISED H/C RAISED SYMBOL ME RAISED SYMBOL Q SYMBOL 1' H. SANS SERIF 1' H. SANS SERIF L6 CL TEXT RAISED 1/32' TEXT RAISED 1/32' cc W W/ GRADE 2 BR AILLE BELOW W� GRADE 2 BRAILLE BELOW PLACE SIGN ON WALL O LATCH PLACE SIGN ON WALL O LATCH PUCE SIGN ON WALL O LATCH SIDE OF DOOR O 60' A.F.F. SIDE OF DOOR O 60' A.F.F. SIDE OF ODOR O 60' A.F.F. of ao o� o� I o' U) C' c CL 0 z cc ID. CID cv A; t3 c 0. 0 r4 HANDICAP SIGNAGE A7 SCALE: NONE WALL I.IIRROR 0 PROVIDED BY GENERAL CONTRACTOR INSTALLED BY GENERAL CONTRACTOR BRAILLE USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL 0.2 INCH SPACE BETWEEN CELLS. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. z EXTEND EVERY THIRD METAL STUD (48' O.C.) TO 6" ABOVE FINISHED C UNG AS SHOWN. �p -18 GA. 4 METAL STUD BRACING TO STRUCTURE ABOVE AT 48 MAX., ALTERNATE DIRECTION OF BRACING FOR MAXIMUM LATERAL STABILITY. ATTACH BRACING SECURELY TO STRUCTURE ABOVE. CEIUNG CONSTRUCTION TYPICAL TOP RUNNER TYPICAL 5/8" GYP. BOARD OVER 3 5/8" METAL STUDS AT 16' O.C. OR AS NOTED IN THESE DRAWINGS. REFER TO THE SPECIFICATIONS AND WALLTYPE SCHEDULE FOR ACTUAL WALL CONSTRUCTION. TYPICAL BOTTOM RUNNER — SCREW TO FLOOR SLAB O 4' O.C. USING 2 1 J TAPCON SCREWS (OR EQUAL). K* 5 WALL BRACING DETAIL A7 SCALE: NOT TO SCALE FEMW I v V_ mi I 0 pe) LJJ rJ I O or__N z 00 jr � 0 W��co Z .c o E O ca � + 0(L o 0 a: 0 c LL. cz o m%-0 LL C V L40 to LLO ° W � C I • m0 ON .-- 00 W 0 00 C:)� a Q CL cc W 0 S i!1 �F Pi g i� y ( r W fits got 3r I r ug�iae I y ` 1lo -� 095 1. x: � � aggig 8923 REG E ARGHI 'L GE-R& W - FIRE �� Jf KT OR %p 15 2095 � Q � 3 Y jr ao Q N Z q* 0. �Cb 0 W �+ Z Q � • � jU o w H _j u z n* a� 0 PROMECr "Q *I= OOMT_ EW I rmAv" r �r J o jai i..4 ' ! ! t T E r 0 cc W a 0 Q a; a O 2 U1 Z 0 c� m� m I N � f I r� 0 U C 1" OAT CO - 10 PA1m REAR DOOR AND PANIC DEVICE DETAIL SCALE: NONE O2 DOOR VIEWER MOUNTED AT 60' A.F.F O 3 PANIC HARDWARE, REFER TO DOOR SCHEDULE FOR MANUFACTURER AND SPECIFICATIONS. O4 FLEX CONDUIT ATTACHED MATH CUPS EVERY 18' O KICK PLATE, REFER TO DOOR SCHEDULE FOR MANUFACTURER AND SPECIFICATIONS. n TWO (2) 1" CONDUITS TRENCHED/ CORE BORED IN SLAB. CONNECT TO CONDUITS CONCEALED IN NEAREST ADJACENT WALL REFER TO ELECTRICAL DRAWINGS FOR POWER AND COMMUNICATION REQUIREMENTS. CONDUIT THROUGH SLAB TO BE TERMINATED WITH ONE 6" SURFACE MOUNTED J--BOX FOR LINE VOLTAGE AND ONE 4" SURFACE MOUNTED J -BOX FOR LOW VOLTAGE CONDUIT IN CHASE AT BOTTOM OF CASEWORK. BOTTOM OF J -BOX MUST BE IN CONTACT WITH SLAB -- NO EXCEPTIONS. 3 PROVIDE 120V ISOLATED GROUND CIRCUITS AS INDICATED AND TERMINATED AT QUICK CONNECTORS. COORDINATE WITH FIXTURE SUPPLIER FOR OBTAINING CONNECTORS. REFER TO POWER PLAN FOR CIRCUITING INFORMATION. O 4 CASHWRAP TO BE PRE -HARED BY FIXTURE MANUFACTURER WITH FLEXIBLE CONDUITS IN CHASE AT BOTTOM OF CASEWORK TO QUAD RECEPTACLE AND J -BOX AT REGISTER LOCATIONS. THE PHONE/ DATA CONDUIT SHALL HAVE A PULL HARE AND THE 120V CONDUIT IS TERMINATED WITH A QUICK CONNECTOR BY THE FlXTURE MANUFACTURER. CASEWORK TO HAVE A 2" I.D. GROMMET WITH REMOVEABLE SOLID PLUG. COLOR MATCHED TO CASEWORK. ELECTRICAL CONTACTOR TO INSTALL UGHTSTAT SYSTEM "OPEN / CLOSE" BUTTON IN CASHW RAP AS INDICATED. REFER TO ELECTRICAL DRAWINGS FOR FURTHER INFORMATION. GENERAL NOTES I. ALL RECEPTACLES AND COVER PLATES IN SALES AREA TO BE BROWN EXCEPT FOR THE COLUMN RECEPTACLES WHICH SHALL BE POLISHED ALUMINUM COVER PLATE AND WHITE RECEPTACLE. THE STOCKROOM AND TOILET ROOM SHALL HAVE WHITE RECEPTACLES AND COVER PLATES. 2. RECEPTACLES AND DATA/PHONE BOXES SHALL BE MOUNTED AT 24' A.F.F. UNLESS OTHERWISE NOTED. (CALIFORNIA 18 3. ALL DATA AND TELEPHONE WIRING IS BY FAMOUS FOOTWEAR. 4. COORDINATE FIRE ALARM REQUIREMENTS MATH LOCAL AUTHORITIES. 5. All WIRING LOCATED IN RETURN AIR PLENUMS SHALL BE ROUTED IN CONDUIT OR SHALL BE PLENUM RATED CABLE. COORDINATE REQUIREMENTS MATH HVAC CONTRACTOR. 6. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FINAL HOOK -UP OF FAMOUS FOOTWEAR SUPPLIED FOCAL AND TARGET DISPLAY WALLS. HOME RUN TO PANEL "M " , CIRCUIT 1. 3, AND 7. CROSS MARKS ON CONDUIT INDICATE NO. OF CONDUCTORS. 112" CONDUIT MATH 5 NO. 12 WIRES SHOWN. CIRCUITS 1 AND 3 oov . 7 MATH COMMON NEUTRAL; CIRCUIT 7 MATH SEPARATE NEUTRAL CONDUIT NOT MARKED IS 1/2 CONDUCTORS ARE NO. 12 IF NOT NOTED. LONG LINE WITH FILLED CIRCLE IS ISOLATED GROUND IIMRE. KEYED NOTES O 1 ELECTRICAL PANEL 480/277V. (BY OTHERS) O ELECTRICAL PANEL 120/208V. (BY OTHERS) O 3 30 KVA TRANSFORMER. (BY OTHERS) O SIX POLE TIMECLOCK (INTERMATIC #T1471BR OR EQUAL) TO CONTROL EXTERIOR SIGNAGE AND LIGHTING. MOUNT AT 48 A.F.F. (BY OTHERS - VERIFY IN FIELD) O NOT USED. O 6 LIGHTSTAT LIGHTING CONTROL PANEL LOCATION. REFER TO SHEET E3 FOR FURTHER INFORMATION. O PROVIDE TWO (2) 1' CONDUIT DROPS FOR POWER AND DATA/PHONE CONCEALED IN WALL ROUTE UNDER FLOOR SLAB TO 6 SURFACE MOUNTED J --BOX FOR LINE VOLTAGE AND r SURFACE MOUNTED J -BOX FOR LOW VOLTAGE CONDUIT. PATCH FLOOR. REFER TO DETAIL 02 TENS SHEET FOR FURTHER INFORMATION. VERIFY EXACT LOCATION MATH FAMOUS FOOTWEAR PRIOR TO INSTALLATION. O J-BOX FOR EXTERIOR SIGNAGE SHALL CONTAIN TWO (2) 120V 20 AMP CIRCUITS. ALL PRIMARY MARING BY ELECTRICAL CONTRACTORS TO THE SIGN MUST BE PER UL2161 FOR GFI SIGN TRANSFORMERS. UL2161 REQUIRES THAT ALL CIRCUITS MUST HAVE A DEDICATED HOT, NEUTRAL AND GROUND TERMINATING AT THE ELECTRICAL PANEL CIRCUIT THRU TIMECLOCK. COORDINATE J-BOX LOCATION MATH SIGN CONTRACTOR PRIOR TO ROUGH -MI. SEE ARCHTECTURAL STOREFRONT SECTIONS FOR CLARIFICATION. (BY OTHERS - FIELD VS". O NOT usm. NOT USED. 11 NOT USED. 0 NOT USED. FLUSH-MOUNTED PUSH BUTTON AT 48' A.F.F.. (EDMIARDS 632 -L OR EQUAL) FLUSH MOUNTED DOOR BUZZER AT gr—W A.F.F. (EDWARDS 725 OR • <8> DOOR BUZZER ABOVE CEILIING OVER CASHWAP (EDWARDS 725 OR IEQUAL� CONNECT 70 MARY TRANSFORMER IN WORK ROOM. `r N OT E 1 PROMIDE (1)J—BOX AT 91r A.F.F. ON HIIlNGE SIDE OF DOOR FOR DIETEX TRANSFER BOX AND (`!N�-WX ABOVE CELM ON HW*E SIDE OF DOOR NOT E]1 N OT E PROVIDE J—BOX Ir ABOVE CEILIING FOR CONNECTION TO LIGHTED DISPLAY CON17ROIL VIA SVATCH 'C, SEE SHEET E& 'TO LIGHTSTAT .• t- r. FOR EXACT I E -.] ] Jwe- 70 LOCAL 120 VAT PALL n "E 9M EX67M LOCAL. NIGHT UGNT CMCW- C_ C PER "T CZV. - .R ..v Itt It n s bL soma 4m 4m ft 1 ELECTRICAL PLAN sox- rocs 11100400 . AND 10 wioreew�C oE�� weoMOEn AND BY 6c 1wR10wEn ,rn, MLuowc pa-T,UEn, w �T I G91�tM 1 Iqi NEUIRAL 190.A1m fi101�0 I G4#MP 1 "BANAL 1 1SMAIM QIO10 ' C�9�IIP 1 T (AM CAiF) a1QNO C�101JIT 0 MOT ' Cw9�tAP Z HOT AQ/T 9 ISMAIM 410110 fX91OAr 2 IMMAIM 4101110 ' G9�llr 2 �llBf� ply GRF) iw01�0 a01�� OO�Iff/ �qc w I Lim a: o U .- � Ln 0 y N � w� I ° 000 0 4 c _ V7 4 , Z [ 0 E UW � � C cD O m n o m �� x CU_ LL c U Lim a: o Lu I Ln 0 y N w � 00 4 c c c c e d 5 k tea "z <_ 0. t �r�a r it 'Q dj 3 Y � t�0 �r � � N? Go '* 0 CC - Q N - W W LL qkm z 3 w _ w W 5 = Q O Z En �... ' �Z 0 �O LL my- MA I OA7'E !/1st loom pw NC 0644 � wow ___ _ ......%~ . ._....,..... - - - _.. __...,..m ib 7 cauHC O i r o co r 0 cn at W W a; or a. r O c m acv � � - c 0 f ac 0 V i t 120" A.F.F. NF NF 4F 1 . 66 A.F.F. �F.F_ J- BOX WITH DUAL PORT RJ45 FACE PLATE MODEM 59 BACK -UP ❑ z r LINE 1 [] a m z LINE 2 [] 0 , < 2 64K ❑ _I RJ31X ❑ SURGE PROTECTOR MuzNc srsroM SHELF PHONE SYSTEM SYSTEM OL 48 " A.F.F. , I t 4 ._ O " rl PHONE BOARD DETAIL E2 SCALE: NOT TO SCALE LINE VOLTAGE CONNECTIONS FROM CIRCUIT BREAKER PANEL TO TOP 'TERMINALS OF CONTACTORS. M -7 P -3 SPARE M -9 M -15 SPARE SPARE M -17 1 SPARE LOAD CONNECTIONS TO LIGHTS ON BOTTOM TE1%4NALS. SPARE CONTACTOR POLES WALL ALLOW FOR FUTURE LOADS. UGHTING CONTROL PANEL LIGHTING CONTACTOR SCHEDULE Ugi75TAT ENERGY MANAGYENT SYSTEM PRONpm BY ELECTRICAL CONTRACTOR. REFER 70 SHEET Al FOR UGH75TAT CONTACT MIFOtiAlA710N. REFER TO LIGHTSTAT SHOP DRAWINGS FOR CMG DIAGRAM AND COLOR CODE REQUKtOMEN1S. NEUTRAL �- ' lm + r j RID POWER PACK NOT �,� - RED C I i o 101 OCCUPANCY SENSOR WIRING DIAGRAM SC11L- NOT 1p SCALE ELECTRICAL SYMBOL LEGEND lie qo* M 1 1 PHASE do 1 NEUTRAL c cy B BUZZER F F D DUCT DETECTOR R RECEPTACLE (FOURPLEX) NORMAL POWER 1 PHASE, 1 NEUTRAL do C CH C CLIME F FL F FLOW SWITCH R RECEPTACLE (DUPLEX) FLOOR OUTLET N 2 2 PHASE P PUSHBUTTON Q QFg T TAMPER STITCH R RECEPTACLE (FOURPLEX) FLOOR OUTLET 2 PHASE do 1 NEUTRAL T TELEPHONE (�} R �4 H HORN (WALL) , ,� RECEPTACLE (DUPLEX) � CEILING OUTLET CONDUCTOR 1 GROUND H H w T TELEPHONE (WALL) F F H H HORN/STROBE (WALL) R RECEPTACLE (SIMPLEX) C CERJNG OUTLET 2 PHASE, 1 NEUTRAL A Q Q� T TELEPHONE (FLOOR) L L H HORN/ STROBE STROBE (�,ING) � �, R RECEPTACLE (NEMA -WALL) H S SAL POOR 3 PHASE i i4 D DATA S STROBE (WALL) R RECEPTACLE (NEMA-CELING) NORMAL POWER M 3 3 PHASE & 1 NEUTRAL p pq D DATA (FLOOR) S STROBE g1 (��) � � R RECEPTACLE (NE MA -C�IG) 1 PHASE A 1 GROUND b b V VOICE/bATA - -ms's S SPEAKER/`STROBE (WALL) , ,�.� R RECEPTACLE (NEMA -- FLOOR) 1 PHASE, 1 NEUTRAL O Od V VOICE/DATA (FLOOR) L LF ICI � �� (CEMJNG) F F© C CL,= OUTLET s O J JUNCTION BOX (CEILING) h hi► s swffo � �� Y SENSOR K K►mss M MOTOR STARTER SWITCH �C J JUNC710N BOX (WALL) S SWMTOH ® ® O OCCUPANCY SENSOR N pt NON -FUSED 0 H OMERUIN ' ' ( (THREE WAY) ® ®� , ,per � �.� F FUSED DISCONNECT "m OREM q#3 ( (Ti�lEF WAY GANG) � � A AY"T SENSOR B B M MAGNETIC MOTOR STARTER Sim 01" I IM+ ( ( � C CONNECTION TO EMS'TING � � C COI�IA110N STARTER/ 019C�lECT s7ve ooM w w"` M M) V V D D ICEY NOW C CIONTACT R G S S11J8 UP s sw7C ( (voom REN9M TAG • •� A AT ONE CJIBBET 1 1" T T S SLIGHT FMMM DE,S1MA71 N 2015/12Q IIOLT PANELBOOM M MAMMAL P'I LL STA71001 � �► N NDCEPTACLE ( � � �s_.r SPEAICEII (MILL) L L j ► OE1pC1at � WECEP'T/I�CLE coup m* � PEAT 3 9 9�EARER (CEi,IC) ' ' / /1 i OEWC i iECEPTTACE (OIIPIIM iilaND FAIT o*aaPvk= U .- LLJ o j 1 O � N O 2: w T 00 0 ���� Z ,c o to o cx a cr- a m L- o �`` V- W u 00 W c LLIO mo oc) � • o W m� a c C di, c c g ��ysx i�xlz�tF M � Q Y 3 00 .i■r O a 00 N -- W LL �m t.- 3 W W CrpC� 0 Z J " �Z O o C, O Slow j�iA�1 !1r �A ro vet ovo�w� GERM s saws un P -30 P -34 • LARGE CABINET SYSTEM ALT- 3- 20 -3-FFW • PASSIVE INFRARED MOTION DETECTORS • PUSH BUTTON STATION • OUTDOOR LIGHT SENSOR • LIGHTSTAT TME- AVU -CC THERMOSTATS • LIGHTSTAT THE -RRS REMOTE TEMPERATURE SENSORS • THERMOSTAT INTERFACE • SECURITY ALARM INTERFACE • COLOR CODED LOW VOLTAGE CABLES bi LIGHTSTAT ASSEMBLES THE SYSTEM PACKAGES SPECIFICALLY DESIGNED FOR EACH ROVI UAL STORE, SO NOT ALL COMPONENTS MAY BE INCLUDED. 0'-! m (3) DEDICATED I.G. TYPE CIRCUITS MAIN GUADRAPIEX RECEPTACLES IN STANDARD BOX 1 TO LIGHTS TO LIGHTS TO LIGHTS TO LKGHTS TO LIGHTS W c LLIO mo oc) � • o W m� a c C di, c c g ��ysx i�xlz�tF M � Q Y 3 00 .i■r O a 00 N -- W LL �m t.- 3 W W CrpC� 0 Z J " �Z O o C, O Slow j�iA�1 !1r �A ro vet ovo�w� GERM s saws un P -30 P -34 • LARGE CABINET SYSTEM ALT- 3- 20 -3-FFW • PASSIVE INFRARED MOTION DETECTORS • PUSH BUTTON STATION • OUTDOOR LIGHT SENSOR • LIGHTSTAT TME- AVU -CC THERMOSTATS • LIGHTSTAT THE -RRS REMOTE TEMPERATURE SENSORS • THERMOSTAT INTERFACE • SECURITY ALARM INTERFACE • COLOR CODED LOW VOLTAGE CABLES bi LIGHTSTAT ASSEMBLES THE SYSTEM PACKAGES SPECIFICALLY DESIGNED FOR EACH ROVI UAL STORE, SO NOT ALL COMPONENTS MAY BE INCLUDED. 0'-! m (3) DEDICATED I.G. TYPE CIRCUITS MAIN GUADRAPIEX RECEPTACLES IN STANDARD BOX 1 TO LIGHTS TO LIGHTS TO LIGHTS TO LKGHTS TO LIGHTS ro vet ovo�w� GERM s saws un P -30 P -34 • LARGE CABINET SYSTEM ALT- 3- 20 -3-FFW • PASSIVE INFRARED MOTION DETECTORS • PUSH BUTTON STATION • OUTDOOR LIGHT SENSOR • LIGHTSTAT TME- AVU -CC THERMOSTATS • LIGHTSTAT THE -RRS REMOTE TEMPERATURE SENSORS • THERMOSTAT INTERFACE • SECURITY ALARM INTERFACE • COLOR CODED LOW VOLTAGE CABLES bi LIGHTSTAT ASSEMBLES THE SYSTEM PACKAGES SPECIFICALLY DESIGNED FOR EACH ROVI UAL STORE, SO NOT ALL COMPONENTS MAY BE INCLUDED. 0'-! m (3) DEDICATED I.G. TYPE CIRCUITS MAIN GUADRAPIEX RECEPTACLES IN STANDARD BOX 1 TO LIGHTS TO LIGHTS TO LIGHTS TO LKGHTS TO LIGHTS • z O w W a cI al O m z' 3 i CC i co t m� DI FIXTURE SCHEDULE T_ 0 4 0 p tV =�� oo MARK DESCRIPTION MANUFACTURER VOLT LAMP Um LL NOTES LL IL mo o rn �r.,.ahN WATTS NO. MODEL S F-- 0 32 3 SYLVANIA 2'X4'3 LAMP LAY -IN FIXTURE WITH ACRYLIC METALUX 277 3 PRISMATIC LENS AND T8 LAMPS/ BALLASTS 2GR8332AX- RS- UNV -PSX F032/735 (SHOWN FOR REFERENCE ONLY) XPS CO 2'X4'.3 LAMP LAY -IN EMERGENCY NIGHT METALUX 277 32 3 SYLVANIA 3 LIGHT FIXTURE WITH ACRYLIC PRISMATIC 2GR8332AX - RS - UNV PSX - EX F032 35 LENS AND T8 LAMPS/ BALLASTS (SHOWN XPS CO FOR REFEREN OLNY) 1'X4' 2 LAMP, RECESSED-FLANGED FIXTURE METALUX 277 32 3 SYLVANIA 3 WITH ACRYLIC PRISMATIC LENS AND T8 WA232AUNVGMTESS F032/735 LAMPS/ BALLASTS (SHOWN FOR REFERENCE ONLY) XPS CO CEILING MOUNTED EXIT SIGN WITH 90 MINUTE SURELITE 277 5 12 LED 2.3 BATTERY BACK UP LPX70STLRWH LAMP WALL MOUNTED EXIT SIGN WITH 90 MINUTE BATTERY BACK UP SURELITE LPX70STLRWH 277 5 12 LED LAMP 2.3 FLUORESCENT WALL WASHER (SHOWN FOR COLUMBIA 277 32 2 SYLVANIA REFERENCE ONLY) FWI1- 104- 2- 32--G- EST -UNVXP F032/735 XPS CO 0 PENDANT MATH RED GLASS, ACCENT COLOR - SATIN CHROME LBL LIGHTING LF247RDSC2D 120 60 1 60A 3.7.9 FIXTURE SCHEDULE NOTES: 1. N/A 2. CEILING MOUNT: CENTERED ON DOOR AND 10" FROM WALL ALL OTHERS AS INDICATED. WALL MOUNT: CENTERED 6" ABOVE DOOR FRAME. 3. ALL LIGHT FIXTURES AND LAMPS PURCHASED THROUGH CITY LIGHTING PRODUCTS UNDER A NATIONAL PURCHASE AGREEMENT. REFER TO VENDOR CONTACTS ON SHEET Al. 4. N/A 5. N/A 8. ALLOW 8 WEEKS FOR DELIVERY. 7. REFER TO SHEET A3 FOR LOCATIONS. & N/A 9. INSTALL PENDANT LIGHT FIXTURES QTY AFTER THE MERCHANDISE DISPLAY UNITS AND CASHWRAP HAVE BEEN PROPERLY POSITIONED. NO EXCEPTIONS. GENERAL NOTES I. COORDINATE EMERGENCY LIGHTING AND EXIT LIGHT REQUIREMENTS WITH LOCAL AUTHORITIES. Z ALL WIRING LOCATED IN RETURN AIR PLENUMS SHALL BE ROUTED IN CONDUIT OR SHALL BE PLENUM RATED CABLE. COORDINATE REQUIREMENTS WITH HVAC CONTRACTOR. KEYED NOTES HOMERUN TO CIRCUIT P -27 IN 120/208 VOLT PANEL (BY OTHERS). NOT USED. O3 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR WATTSTOPPER CATALOG #W-500A IN TOILET ROOMS. SEE DETAIL ON SHEET EZ. O ` GLUE COLORED �01M VOLTAGE PLENUM PR W Y RATED SHALL 8E USED TO TO CONNECT YOl10N SENSORS TO LIGF17NdC CONTROL PANE1. REFER TO UGH?STAT SHOP ORAMlIGS FOR EXACT REGINR13"75. O REYOIE LK;HTSTAT PUSIi- BUTTON PROVIDED BY E.C. REFER TO 2/10 FOR 16TALLA710N lOCJ1710N. PUSH - BUTTON UNIT FOR ACTIVATION OF SALES LIGHTS. YELLOW COLORED LOW VOLTAGE PLENUM RATED CABLE TO BE USED 70 CONNECT TO LK;HiMrG CONTROL PANEL REFER TO UGH75TAT SHOP DRAWINGS FOR EXACT REGl1MiElENTS. I UGH75TAT UGH7MC CONTROL CONTACTOR PANEL PROVDm BY EG AD.lA@!T 70 PANEL P. REFER TO LIGH75TAT SHOP DRAWINGS FOR EXACT REGURE TS. <2> UGHiSTAT SEC ALARM IN FACE PROVDm IM?H UGH75TAT SY5TFa1, /IDT M MAKE FMIAL OOMEC110NS FROM INTERFACE To SECURITY SYSiEY. ORANGE COLORED LOW VOLTAGE PLENUM RATED CABLE TO BE USED FOR CONNECTION TO A 12VDC OUTPUT FROM SECl1RITY SYSIEY. REFER 70 11QIT5TAT SHOP ORAVAIGS FOR EXACT REGU�i75. O 8 UGHlS'TAT OU75DE OAVIJGMT SDiSOR PR01IDm BY EC.. GREEN OfiiED LOW VOLTAGE PLEN RATED CABLE TO BE USED TO COMECT TO LIGHING OOIi7R0. PANEL RffER 70 LIGN75TAT SHOP OR/1VANG5 FOR EXACT RE03 A*39Dlis �\ _ -c - E PUM'kcgNTER Jk imedsift bw Ond8o i "a U��Von 4111110�R adeft� � 4mmmft 40 0 ft Z ui a 0 9 m T w ac s e t Ij s �i i�� E ° l � ie ' Ab An a A !' r •a r r X=vt gm ca T_ 0 4 0 p tV =�� oo Z c p to E 0 O .0 X co0CU- o co W 0 LL r _ u 00 Um LL ° 2 to LL IL mo o rn �r.,.ahN 4 W o� 2 m F-- 0 Z ui a 0 9 m T w ac s e t Ij s �i i�� E ° l � ie ' Ab An a A !' r •a r r X=vt gm ca y Q 4-A Y CID 0 �� N? 00 0 q*8- O` * Zj . C4 LL. a) z 3 W W 0 W� =Q �OZV�} -J v, z o 4 F-- 0 Dorm" By w cmcx w- ,m MAIV- %Vk- 4 E3� U r- � y ft ` y r 2. WHERE A SEALANT IS OTHERWISE SHOWN OR SPECIFIED ABOVE FOR USE. SECTION 08110 - STEEL DOORS AND FRAMES A. COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) FOR DOOR AND FRAME PREPARATION, PHYSICAL ENDURANCE CRITERIA, AND SPECIFICATIONS. B. FABRICATION 1. UNLESS OTHERWISE SHOWN, FABRICATE INTERIOR FRAMES OF 16 GAUGE STEEL AND EXTERIOR FRAMES OF 14 GAUGE GALVANIZED STEEL. FULLY WELD FRAMES WITH CORNERS MITERED AND GROUND SMOOTH, UNLESS KNOCKDOWN FRAMES ARE SPECIFIED. 2. FABRICATE FLUSH HOLLOW METAL DOORS WITH FACE SHEETS EACH FORMED OF 18 GAUGE STEEL FOR INTERIOR DOORS AND 16 GAUGE GALVANIZED STEEL FOR EXTERIOR DOORS. a. INSULATE EXTERIOR NONFIRE -RATED HOLLOW METAL DOORS WITH POLYSTYRENE OR POLYURETHANE AT DOOR MANUFACTURER'S OPTION, INSERTED BETWEEN VERTICAL REINFORCING. 3. FABRICATE FIRE -RATED DOORS AND FRAMES IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA STANDARD NO.8 AND UL STANDARD FOR SAFETY NO. 63 FOR THE CLASS OF DOOR OPENING SCHEDULED. a. DOORS AND FRAMES SHALL BEAR THE APPROPRIATE UNDERWRITERS LABORATORIES LABELS, STATING REQUIRED FIRE- PROTECTION RATING AND MAXIMUM TEMPERATURE RISE RATING, IF ANY. C. INSTALLATION 1. SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED, AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET. FIT HOLLOW METAL DOORS ACCURATELY IN FRAMES, WITHIN CLEARANCES D. EXISTING DOORS AND FRAMES: EXAMINE EXISTING DOORS AND FRAMES WHICH ARE TO REMAIN, OR ARE TO BE REMOVED AND RELOCATED, TO DETERMINE THAT DOORS SWING FREELY, ARE PROPERLY AUGNED WITHIN FRAME, AND WILL ACCEPT NEW HARDWARE AS SPECIFIED. NOTIFY FAMOUS FOOTWEAR'S CONSTRUCTION MANAGER IN WRITING OF DOORS AND FRAMES THAT DO NOT MEET THESE REQUIREMENTS. CTION 08305 - ACCESS DOORS A. E SIZE 24• X 24" MINIMUM IF NO ACTUAL SIZE IS INDICATED - WE ERPROOF DOOR. HINGES SHALL BE CONCEALED, SPRING E, OPENI TO 175'. LOCKS SHALL BE FLUSHED. SCREW DRIVE OPERA WITH METAL CAM. PROVIDE RATED DOOR AND DWARE WHERE REQ ED. ANY CHANGE ORDERS RESULTING FR NOT INSTALLING DOOR WILL BE CHARGED TO THE G. SECTION 08412 - INTEMQR STOREFRONT SY M A. STOREFRONT SYSTEM 1. COMPONENTS AND FINISHE S I CATED ON DRAWINGS. B. INSTALLATION 1• GENERAL:- COMPLY MANUFACTU 'S INSTRUCTIONS AND RECOMMENDATIONS INSTALLATION 0 LUMINUM FRAMING SYSTEMS. 2. SET UNITS MB, LEVEL, AND TRUE TO LINE, OUT WARP AND RA OF FRAMING MEMBERS. ANCHOR SECUR IN PLACE. SEPA NG ALUMINUM AND OTHER CORRODIBLE MET SU CES OF CORROSION DUE TO ELECTROLYTIC ACTION T NTS OF CONTACT WITH OTHER MATERIALS. • COMPLY WITH MANUFACTURER'S RECOMMENDATION AND SECTION 08800 FOR GLASS AND GLAZING WORK. SECTION 08710 - DOOR HARDWARE A. COMPLY WITH: 1 • AMERICAN NA71ONAL STANDARDS INSTITUTE (ANSI) REQUIREMENTS. USE LATEST EDITION OF STANDARD AVAILABLE. 2 HARDWARE SUPPLIER SHALL BE RESPONSIBLE FOR THOROUGHLY DETAIUNG THE PROJECT TO ENSURE THAT THE ITEMS SPECIFIED WILL PROPERLY FUNCTION IN THE INDICATED LOCATIONS. 3. ACCESSORIES AQND ATTACHMENTS a. FURNISH HARDWARE NTH SCREWS, THROUGH BOLTS AND OTHER FASTENINGS SUITABLE TO ASSURE PERMANENT ANCHORAGE. WHERE EXPOSED, FASTENINGS SHALL BE COUNTERSUNK OVAL -HEAD TYPE, (EXCEPT USE FLATHEAD FOR HINGES). AND SHALL MATCH FINISH OF HARDWARE BEING ATTACHED. PROVIDE CONCEALED FASTENINGS WHEREVER POSSIBLE. HARDWARE SHALL NOT BE ATTACHED WITH SELF - TAPPING SCREWS AND SHEET METAL SCREWS. DOOR CLOSERS. CLOSER ARMS, DOOR HOLDERS, HOLDER ARMS AND DOOR STOPS SHALL BE SECURED TO DOORS AND FRAMES WITH FASTENERS SUPPLIED BY THE MANUFACTURER. FLOOR TYPE STOPS AND HOLDERS SHALL BE FASTENED TO THE FLOOR MATH MACHINE SCREWS INTO EXPANSION SHIELDS. INSTALLATION 1. INSTALL EACH HARDWARE ITEM IN COMPLIANCE MATH THE MANUFACTURER'S PRINTED INSTRUCTION AND RECOMMENDATIONS AT MOUNTING HEIGHTS CONFORMING TO THE RECOMMENDED MOUNTING LOCATIONS OF THE BUILDERS' HARDWARE (MANUFACTURERS ASSOCIATION, AND TH AMERICAN WITH DISABIUTIES ACT. WHEREVER CJTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO AN INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED :N ANOTHER WAY, INSTALL EACH !TEM COMPLETEL AN THEN REMOVE AND STORE IN A SECURE PLACE DURING THE FINISH APPLICATION. AFTER COMPLETION OF THE FINISHES, REINSTALL EACH ITEM. DO NOT INST ALL SURFACE - MOUNTED 'TEMS UN TI L FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE_ 2 MORTISE AND CUT To CLOSE TOLERANCE AND CONCEAL EVI DENCIE TH of cuTnNG at E FtmsHED WORK. 3. ° AND COUNTE2S2I9 :.ft : S . r. A` ARE NOT FACTORY - PRc^PAREC FOR AHQNORAGE FASTENERS. SPACE F ASTENERS Iwo AW> ORS IN ACCORDANCE WIN 04DL.S7RY STANDARDS. 4. AT FINAL COM/PLETX)k, ADa1ST AND CHECK EACH OPERA STEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OP'ERATICH AND FUrCTiCh OF EVERY %JNrT. LUBRICATE b1OVWIG PARTS NTH THE TYPE LUBRICA TKJN RECOMM34DED BY MAP"ACTU I R ( GRAPHTE : YPE IF NO SPEC* CALLY PC : 1 0 ', tA Z O n -- I� GENERAL CONDITIONS XXII. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR C. CONTRACTOR TO VERIFY CONDITION OF EXISTING COMPONENTS WHEN SECTION 05400 - COLD FORMED METAL FRAMING E I. THE SCOPE OF WORK IS BASED ON THE CONSTRUCTION DOCUMENTS LA_ m ` 0 Ll. C U 00 a WITH THE PROJECT SCHEDULE AND DEADLINES, AND FOR ADVISING I� LU 0 c THEY ARE TO BE REUSED. THEY SHALL BE OPERATIONAL AND FREE mcr) 0 0 AND SHALL INCLUDE THE FURNISHING OF MATERIALS AND LABOR FAMOUS FOOTWEAR'S CONSTRUCTION MANAGER OF ALL LONG LEAD OF AESTHETIC FLAWS AND SUITABLE FOR THEIR INTENDED USE. A. COMPONENT DESIGN: COMPUTE STRUCTURAL PROPERTIES OF STUDS IN REQUIRED FOR THE COMPLETE PROJECT. COMPLY WITH THE FAMOUS ITEMS. THEIR ANTICIPATED DELIVERY DATES, AND ANY POTENTIAL REFER ANY QUESTIONS TO FAMOUS FOOTWEAR'S CONSTRUCTION ACCORDANCE WITH AISI "SPECIFICATION FOR THE DESIGN OF FOOTWEAR CRITERIA DESCRIBED IN THE DRAWINGS. IMPACT TO THE PROJECT SCHEDULE. MANAGER IF THERE IS DOUBT CONCERNING THE ACCEPTABILITY OF COLD- FORMED STEEL STRUCTURAL MEMBERS ". g ANY COMPONENT, PROVIDE A COST FOR REPLACING THE QUESTIONABLE II. VISIT THE JOB SITE PRIOR TO SUBMITTING BID. CONTRACTOR SHALL XXIII. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF COMPONENTS. B. DESIGN CRITERIA E WALK THROUGH THE SITE WITH AN AUTHORIZED REPRESENTATIVE OF LANDLORD AND BUILDING DEPARTMENT APPROVED DRAWINGS (AS THE SHOPPING CENTER AND REVIEW SHOPPING CENTER CONSTRUCTION APPLICABLE) ON SITE THROUGHOUT CONSTRUCTION DURATION FOR USE D. CONTRACTOR IS TO VERIFY ELEVATION AND CONDITION OF EXISTING 1. WIND LOADS IN ACCORDANCE WITH THE GOVERNING STATE OR REQUIREMENTS. COORDINATE WORK WITH THE SHOPPING CENTER WITH BY ALL TRADES. FLOOR SUBSTRATE AND REPORT TO FAMOUS FOOTWEAR'S LOCAL BUILDING CODE. t REGARD TO TEMPORARY UTILITIES, ALLOWABLE MATERIAL, TRAFFIC u� a ^. Rt MSdOCIC i T 1 CONSTRUCTION MANAGER IN WRITING IF: THERE IS A VARIATION OF 2. DEFLECTION ROUTES, STORAGE OF TOOLS AND MATERIALS, USE OF TOILET XXIV. DRAWINGS SHALL NOT BE SCALED. DIMENSIONS SHALL GOVERN IN ALL Y 00 1 /2" OR MORE OVER THE ENTIRE PROJECT THE SLAB IS 1 /8" PER 10 a. LESS THAN L /720 FOR MASONRY EXTERIOR VENEER. LA 04 `w: Z Q m 3: FACILITIES, HOURS IN WHICH WORK IS ALLOWED, NOISE AND DUST CASES . DIMENSIONS AT ENLARGED DETAILS TAKE PRECEDENCE OVER N FEET OR GREATER I ANY AREA OF THE PROJECT, OR IF ROUGH OR b. LESS THAN L /360 FOR EXTERIOR INSULATION AND FINISH SYSTEM CONTROL, CLEANUP AND OTHER MATTERS REQUIRING ADHERENCE TO OTHER DIMENSIONS. UNSTABLE SUBSTRATE SURFACES ARE ENCOUNTERED. (EIFS). SHOPPING CENTER REQUIREMENTS SECTION 01110 - SUMMARY OF WORK SECTION 02220 - SELECTIVE DEMOLITION C. PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), Ili. REVIEW WITH THE LANDLORD'S REPRESENTATIVE THE MANNER IN WHICH A. THE WORK OF THIS PROJECT INCLUDES CONSTRUCTION WORK SHOWN A. PERFORM THE DEMOLITION WORK IN ACCORDANCE WITH ANSI/NEPA 241, BLOCKING, LINTELS, CLIP ANGELS, SHOES, REINFORCEMENTS, ALL CONNECTIONS TO STRUCTURE WILL BE MADE. NEW PENETRATIONS ON THE DRAWINGS AND SPECIFIED HEREIN. BUT NOT NECESSARILY SAFEGUARDING BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS. FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER IN THE BUILDING ENVELOPE OR STRUCTURE SHALL BE REVIEWED WITH LIMITED TO GENERAL CONSTRUCTION, MECHANICAL, ELECTRICAL, AND FOR APPLICATIONS INDICATED, AND AS NEEDED TO PROVIDE A THE LANDLORD AND APPROVED IN WRITING. IF THE LANDLORD FIRE PROTECTION WORK. B. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL COMPLETE METAL FRAMING SYSTEM. REQUIRES THAT PORTIONS OF WORK BE PERFORMED BY ITS OWN PROTECTION, USING WATER SPRINKLING, TEMPORARY ENCLOSURES, AND CONTRACTOR, INCLUDE COSTS ASSOCIATED WITH THAT PORTION OF THE B. EXECUTE THE WORK DESCRIBED IN THESE SPECIFICATIONS AND SHOWN OTHER SUITABLE METHODS TO CONTROL DUST AND DIRT IN THE AIR. D. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH WORK IN BID UNLESS STATED OTHERWISE IN WRITING BY TENANT. ON THE DRAWINGS, AND OTHER WORK NECESSARY TO COMPLETE THE MANUFACTURER'S PRINTED INSTRUCTIONS AND RECOMMENDATIONS. PROJECT, IN A THOROUGHLY SUBSTANTIAL AND WORKMANLIKE MANNER, C. PROMPTLY REMOVE DEBRIS FROM PREMISES. DO NOT BURN DEBRIS ON IV. DURING PERFORMANCE OF WORK, BE RESPONSIBLE FOR PROVISION AND BY PERSONS THOROUGHLY EXPERIENCED IN THEIR PARTICULAR TRADE THE SITE. PROVIDE DUST -TIGHT PARTITION AREAS WHERE DEMOLITION INTERIOR STUD FRAMING LIMITING HEIGHTS MAINTENANCE OF WARNING SIGNS, LIGHT SIGNAL DEVICES, GUARD OR CRAFT. WORK IS BEING PERFORMED. WITHIN AREAS THAT ARE FINISHED OR IN LIGHTS, BARRICADES, GUARD RAILS, FENCES AND OTHER DEVICES, USE PROVIDE NOT LESS THAN 4" NOMINAL METAL OR WOOD STUD STUD STUD STUD ALLOW PAT17ION FURRING APPROPRIATELY LOCATED ON AND AROUND THE JOB SITE WHICH GIVE C. FIELD VERIFY DIMENSIONS OF EXISTING CONDITIONS, IF ANY, THAT PARTITIONS WITH 1/2 PLYWOOD SHEATHING ONE SIDE (FINISHED ON DESIGN I WIDTH SPACING DEFLECTION ONE LAYER ONE LAYER PROPER AND UNDERSTANDABLE WARNING TO PERSONS WITH REGARD AFFECTS THE WORK. TAKE RESPONSIBILITY FOR THE CORRECTNESS OF OCCUPIED SIDE). JOINTS OF SHEATHING SHALL BE SEALED AND AIR TO HAZARDOUS CONDITIONS, EQUIPMENT AND OPERATIONS BEING MEASUREMENTS AND VERIFY GRADES, LINES, LEVELS, ELEVATIONS, AND TIGHT. PERIMETER JOINTS OF PARTITIONS SHALL BE SEALED AND 20 GAUGE (.0312 MIN.) PERFORMED IN CONJUNCTION WITH THE WORK. DIMENSIONS SHOWN PRIOR TO COMMENCING WORK. DOORS WEATHERSTRIPPED. DO NOT FASTEN OR OTHERWISE SECURE PARTITIONS TO EXISTING FINISHED FLOOR, WALLS OR CEILINGS UNLESS 212ST20 2 1/2 16" L/360 12' --0" 11' -6" V. EXISTING CONDITIONS AND DIMENSIONS MAY BE TAKEN FROM D. CONSULT DRAWINGS AND PLAN WORK SO THAT THE EXCAVATED OTHERWISE APPROVED BY THE ARCHITECT. INFORMATION FURNISHED BY THE LANDLORD. VERIFY LEASE SPACE MATERIAL, DEMOLISHED MATERIAL, NEW BUILDING MATERIALS, ETC. ARE 358ST20 3 5/8 16 L/360 15 15 -0 DIMENSIONS AND IDENTIFY DISCREPANCIES BETWEEN BUILDING ELEMENTS NOT PLACED WHERE THEY WILL INTERFERE WITH THE WORK OF OTHERS, D. AFTER FLOOR COVERINGS ARE REMOVED, THOROUGHLY REMOVE 400ST20 4" 16" L/360 16' -10" 16' -3" AND DRAWINGS BEFORE COMMENCING CONSTRUCTION. DISCREPANCIES OR WITH EXISTING TENANTS. ADHESIVES SUCH THAT WHEN COMPLETED, FLOORS ARE READY TO FOUND ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF RECEIVE NEW FLOOR COVERINGS. 600ST20 6" 16" L/360 22' -10" 23' -3" FAMOUS FOOTWEAR'S CONSTRUCTION MANAGER NO LATER THAN (5) E. SHOULD IT APPEAR THAT THE WORK INTENDED TO BE DESCRIBED OR WORKING DAYS PRIOR TO THE BID DATE. DISCREPANCIES IDENTIFIED RELATED WORK ARE NOT SUFFICIENTLY DETAILED OR EXPLAINED ON SECTION 03305 - CONCRETE THIS DESIGN IS BASED UPON UNIMAST CORPORATION PRODUCTS AND DURING BIDDING WILL BE CLARIFIED BY ADDENDUM. THE DRAWINGS, OR IN THE SPECIFICATIONS, CONSULT THE ARCHITECT FOR A. THE CONCRETE WORK SHALL CONFORM WITH ALL ACI STANDARDS SPECIFICATIONS. VERIFY THAT "OR- EQUAL MANUFACTURER'S M. DISCREPANCIES IDENTIFIED DURING CONSTRUCTION SHALL BE NECESSARY CLARIFICATIONS, AND CONFORM TO THOSE CLARIFICATIONS INSOFAR AS THEY ARE CONSISTENT WITH THE ORIGINAL EXCEPT WHEN IN CONFLICT WITH THE BUILDING CODE IN FORCE. IN PRODUCTS AND SPECIFICATIONS ARE EQUAL TO OR EXCEED THOSE IMMEDIATELY BROUGHT TO THE ATTENTION OF FAMOUS FOOTWEAR'S DRAWINGS AND SPECIFICATIONS. IN NO CASE SHALL WORK PROCEED IN SUCH AN EVENT THE BUILDING CODE SHALL GOVERN. USE THE LATEST LISTED HERE. LIMITING HEIGHT FOR 5/8" THICK GYPSUM BOARD CONSTRUCTION MANAGER. DISCREPANCIES IDENTIFIED DURING UNCERTAINTY. VERSION AVAILABLE FOR EACH OF THE REFERENCED STANDARDS. PANELS AND 5 PSF UNIFORM LOAD PERPENDICULAR TO PARTITION OR CONSTRUCTION WALL BE CLARIFIED BY CHANGE ORDERS. CHANGE FURRING, USE ONE -LAYER HEIGHTS FOR UNBALANCED ASSEMBLIES; ORDER APPROVAL IS SUBJECT TO AUTHORIZATION BY FAMOUS F. THOSE PERFORMING WORK AS A SUBCONTRACTOR MUST EXAMINE B. CONCRETE MATERIALS FOR FURRING, STUD FT. HEIGHT STUDS EXCEEDING 12 FT. HEIGHT FOOTWEAR'S CONSTRUCTION MANAGER. SUBSTRATES AND CONDITIONS UNDER WHICH THE WORK IS TO BE REQUIRE INTERMEDIATE BRACING TO BUILDING STRUCTURE. CHASE PERFORMED AND NOTIFY THE CONTRACTOR IN WRITING, OF CONDITIONS 1. PORTLAND CEMENT: ASTM C150, TYPE 1 NORMAL PORTLAND WALL PARTITIONS REQUIRE VERTICAL CROSS BRACES AT 4 FT. O.C. VII. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS INCURRED DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. CEMENT. AGGREGATES: ASTM C33. MAX. CONSULT LOCAL CODE AUTHORITY FOR LIMITING CRITERIA. FOR NONCOMPLIANCE WITH THESE CONTRACT DOCUMENTS. CONTRACTOR COMMENCEMENT OF WORK BY A TRADE ON A SURFACE OR 2. WATER: CLEAN, FREE FROM SUBSTANCES THAT WOULD WILL NOT BE ALLOWED CHANGE ORDERS FOR PROBLEMS ARISING FROM CONSTRUCTION SHALL IMPLY ACCEPTANCE OF SUCH SURFACE OR COMPROMISE THE INTEGRITY OF THE CONCRETE MIXTURE. NEGLECT OF PROVISIONS INCLUDED IN THESE CONDITIONS. CONSTRUCTION. DO NOT PROCEED WITH INSTALLATION UNTIL SECTION 06100 - ROUGH CARPENTRY VIII. ACCOMPLISH THE WORK IN COMPLIANCE WITH THE RESTRICTIONS AND UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3. ADMIXTURES: CONCRETE ADMIXTURES SHALL COMPLY WITH ASTM A. LUMBER STANDARDS: COMPLY WITH DOC PS20 -94, AMERICAN REQUIREMENTS OF THE LANDLORD. WORK SHALL CONFORM WITH THE G. ITEMS INDICATED AS "N.I.C." (NOT IN CONTRACT), OR "EXISTING" SHALL 0494 (WATER REDUCING) OR ASTM 0260 (AIR ENTRAINING), SOFTWOOD LUMBER STANDARD, AND WITH APPLICABLE GRADING RULES AMERICANS WITH DISABILITIES ACT AND APPLICABLE LOCAL AND STATE NOT BE INCLUDED IN THE CONTRACT, HOWEVER, CONTRACTOR WILL BE PRODUCED BY RECOGNIZED MANUFACTURERS, SUBJECT TO ARCHITECT'S APPROVAL_ OF INSPECTION AGENCIES CERTIFIED BY ALSC'S BOARD OF REVIEW. HANDICAPPED DISABILITY DESIGN REQUIREMENTS. VERIFY THAT THE RESPONSIBLE FOR VERIFYING CONDITION OF SUCH ITEMS AND WORK COMPLIES WITH ALL APPLICABLE LOCAL AND STATE FIRE. COORDINATING WORK THAT AFFECTS OR IS AFFECTED BY THESE ITEMS. C. OTHER MATERIALS B. MATERIALS SAFETY, HEALTH, ENERGY AND BUILDING CODE REQUIREMENTS. IX. REMOVE CONSTRUCTION RUBBISH, SCAFFOLDING, EQUIPMENT, H. TENANT FURNISHED - CONTRACTOR INSTALLED PRODUCTS (MATERIALS, PRODUCTS OR EQUIPMENT) 1. WELDED WIRE FABRIC: ASTM A185, FLAT SHEETS. 1. LUMBER TEMPORARY PROTECTION, TEMPORARY FIELD STRUCTURES, AND OTHER 2. BONDING AGENT: (EPDXY TYPE), 100 PERCENT SOLIDS, a. GRADE: NO. 1 DOUGLAS FIR NO. 2 YELLOW PINE. MOISTURE MATERIALS OR EQUIPMENT THAT WAS REQUIRED IN CONNECTION WITH 1. CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, STORING, "EPOBOND" (L do M CONSTRUCTION CHEMICALS CO.). CONTENT: 19 PERCENT MAXIMUM DOOR LUMBER 2" OR LESS THE CONSTRUCTION, BUT NOT A PERMANENT PART THEREOF. HANDLING, AND INSTALLING ITEMS PROVIDED BY FAMOUS NOMINAL THICKNESS. FOOTWEAR. CONTRACTOR SHALL INSPECT SHIPMENTS UPON 3. MOISTURE- RETAINING COVER: ONE OF THE FOLLOWING, b. SURFACING: SURFACE 4 SIDES (S4S). X. SCAFFOLDING SHALL BE BUILT IN ACCORDANCE WITH REQUIREMENTS OF DELIVERY FOR DAMAGE AND SHALL VERIFY THAT QUANTITIES ARE COMPLYING WITH ASTM C171. FEDERAL. STATE, AND LOCAL LAWS. TEMPORARY SHORING REQUIRED ACCURATE AND IN COMPLIANCE WITH BILL OF LADING. 2. PLYWOOD: SOFTWOOD PLYWOOD: DOC PS 1 -83. FOR THE REMOVAL OF EXISTING WORK FOR THE INSTALLATION OF NEW CONTRACTOR SHALL BE RESPONSIBLE FOR FILING SHIPPING o. WATERPROOF PAPER. WORK SHALL BE INCLUDED IN THE CONTRACT. BE RESPONSIBLE FOR DAMAGE CLAIMS AGAINST THE CARRIER IN CASE OF RECEIPT OF b. POLYETHYLENE FILM. a. EXTERIOR GRADE PLYWOOD WHERE USED AS A BACKING MATERIAL THIS WORK, CORRECT AND REPAIR DAMAGES CAUSED BY IMPROPER DAMAGED ITEMS. CONTRACTOR SHALL BE RESPONSIBLE FOR c. POLYETHYLENE - COATED BURLAP. IN EXTERIOR CONSTRUCTION: CDX. b. INTERIOR SUPPORT OR FAILURE OF SHORING. REPAIR OR REPLACEMENT OF DAMAGED ITEMS UPON ACCEPTANCE GRADE PLYWOOD WHERE APPEARANCE IS NOT A FACTOR A. MAINTAIN ORDERLY HOUSEKEEPING DURING CONSTRUCTION, AND UPON OF DELIVERY AT PROJECT SITE. CONTRACTOR SHALL PROTECT THE ITEMS FROM DAMAGE THROUGHOUT THE CONSTRUCTION 4. LIQUID MEMBRANE CURING AND SEALING COMPOUND: ASTM OR WHERE CONCEALED AS A BACKING MATERIAL, EXCEPT IN MOISTURE AREAS: C -D INT -APA. SUBSTANTIAL COMPLETION PERFORM FINAL CLEANUP. FINAL CLEANUP PERIOD UN11L TURN OVER OF SPACE TO FAMOUS FOOTWEAR. C309 -07, TYPE 1. CLASS B, WATER -BASED ACRYLIC COMPOUND. DRESS AND SEAL WB (L do M CONSTRUCTION CHEMICALS CO.). C. IN INTERIOR AREAS WHERE MOISTURE IS PRESENT: CDX. SHALL IN CLUDE THE FOLLOWING: SWEEP, DAMP MOP, AND WAX RESILIENT FLOORING. DUST, DIRT, PAINT DRIPPINGS, OIL, GREASE. AND 2. TENANT WALL FURNISH THE PRODUCTS AS DELINEATED IN THE D. MIXING 3. FIRE- RETARDANT TREATED WOOD - OTHER BLEMISHES SHALL BE REMOVED FROM FINISHED SURFACES, SCHEDULE OF RESPONSIBILITIES ON SHEET A -1. THESE M INCLUDING PIPES AND EQUIPMENT. WINDOWS, GLASS UNITS, GLASS DOORS AND MIRRORS SHALL BE WASHED. PAINT OVERRUNS AND PRODUCTS WALL BE DELIVERED TO THE SITE WHERE THE CONTRACTOR SHALL RECEIVE. UNLOAD, STRIP AND INSTALL THEM. 1. READY MIXED CONCRETE SHALL CONFORM WITH ASTM C94 -96. a. LUMBER: AWPA C20093 r b. PLYWOOD: AWPA C27 -93 PUTTY SMEARS SHALL BE REMOVED, AND HARDWARE SHALL BE RUBBED CLEAN WITH FLANNEL CLOTH. I. TENANT PROVIDED PRODUCTS (MATERIALS, PRODUCTS OR EQUIPMENT) 2. SLUMP SHALL BE 2 -1/2" BUT NOT MORE THAN 3 -1/2" IN FIELD , 4. PRESERVATIVE TREATED WOOD , DETERMINED IN ACCORDANCE WITH ASTM C143 -90A. A1. BE RESPONSIBLE FOR JOB SITE SAFETY AND WARRANT THAT THIS 1. TENANT WILL PROVIDE, FURNISH AND INSTALL CERTAIN ITEMS AS E. PLACING. FINISHING, CURING. AND SEALING a. LUMBER: AWPA C2 -93 INTENT A SH BE MADE EVIDENT IN FAMOUS FOOTWEAR "S AGREEMENT DELINEATED IN THE SCHEDULE OF RESPONSIBILITIES ON SHEET A - 1. b PLYWOOD: AWPA . p C9-93 WITH THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE HIS WORK MATH WORK BEING 1. AFTER DEMOLITION AND TRENCHING HAS BEEN PERFORMED, AND C. INSTALLATION XIII. BE RESPONSIBLE TO THE SHOPPING CENTER FOR DAMAGES THAT PERFORMED BY FAMOUS FOOTWEAR'S VENDORS, INSTALLERS. AND SUBCONTRACTORS. SUB GRADE AND MOISTURE BARRIER REESTABLISHED. APPLY OCCUR TO THE LANDLORD'S FACILITIES BEFORE. DURING, OR AFTER BONDING AGENT TO EXISTING CONCRETE SURFACES, INSTALL WARE 1. FRAME WOOD MEMBERS TO A CLOSE FIT, SET ACCURATELY TO CONSTRUCTION PROCEDURES CAUSED BY CONTRACTOR. CONTRACTOR'S J. ALL WORK IS TO BE PERFORMED TO INDUSTRY STANDARDS BY MESH IF APPLICABLE, THEN PLACE CONCRETE IMMEDIATELY AFTER MIXING. PROPERLY SPADE AND PUDDLE BY USE OF RODS, REQUIRED LINES AND LEVELS AND SECURE RIGIDLY IN PLACE. EMPLOYEES. OR SUBCONTRACTORS. QUALIFIED, COMPETENT TRADESPERSONS. IT IS ASSUMED THAT SHOVELS AND HAND SPADES, AND AGITATE BY MEANS OF CUT AND FIT FRAMING, BLOCKING, AND SIMILAR ITEMS TO XIV. MANUFACTURER'S OF SPECIFIED ITEMS ARE NOTED FOR QUALITY AND WORKERS WILL BE FAMILIAR WITH LOCAL, STATE. AND NATIONAL CODES AND REGULATIONS AND SHALL ADHERE TO SUCH CODES AND INTERNAL AND /OR EXTERNAL VIBRATORS TO OBTAIN DENSEST ACCOMMODATE OTHER WORK. DESIGN. SUBSTITUTE PRODUCTS ARE SUBJECT TO APPROVAL BY REGULATIONS. IN MUNCIPAUTIES REQUIREING LICENSING IT IS ASSUMED POSSIBLE CONCRETE WITHOUT OVER- VIBRATING TO THE POINT WHERE SEGREGATION RESULTS. DEPOSIT CONCRETE 2 PRESSURE - TREATED WOOD PRODUCTS FAMOUS FOOTWEAR'S CONSTRUCTION MANAGER. THE CONTRACTOR IS ENCOURAGED TO SUBMIT ALTERNATE PRODUCTS FOR CONSIDERATION IN THAT EACH TRADE SHALL HAVE A PROPERLY LICENSED PERSON PERFORMING THE WORK. CONTINUOUSLY UNTIL COMPLETION OF EACH SECTION OR UNIT. a PROVIDE PRESSURE TREATED WOOD FOR ALL FRAMING, BLOCKING. AN EFFORT To REDUCE THE CONSTRUCTION COST OR TIME. 2. FINISH CONCRETE SLABS TO PROPER ELEVATIONS TO ENSURE FURRING, NAILING STRIPS, BUILT INTO EXTERIOR MASONRY WALLS, REASONABLE REQUESTS WILL BE REVIEWED FOR COMPLIANCE WITH THE K. FIRE PROTECTION SYSTEM DESIGN AND MODIFICATIONS ARE TO BE BY THAT SURFACE MOISTURE WALL DRAIN FREELY TO FLOOR DRAINS, WOOD IN CONTACT WITH CONCRETE AND IN CONJUNCTION WITH INTENT OF THE CONSTRUCTION DOCUMENTS. THE FIRE PROTECTION CONTRACTOR, INCLUDING PREPARATION AND IF ANY, AND THAT NO PUDDLE AREAS EXIST. NEW SURFACES ROOFING. b. PROVIDE FIRE- RETARDANT TREATED WOOD FOR CONCEALED XV. PRODUCTS AND MATERIALS SHALL BE INSTALLED IN STRICT SUBMISSION OF DESIGN DRAWINGS. SECURING OF ALL NECESSARY PERMITS, AND THE RESPONSIBIUTY FOR OBTAINING SYSTEM APPROVAL. SHALL ALIGN WITH ADJACENT EXISTING SURFACES UNLESS BLOCKING AND FOR EXPOSED LUMBER AND PLYWOOD IN 1qr C) CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED OTHERWISE SHOWN. HABITABLE SPACE. ca C)I �i RECOMMENDATIONS. PROVIDE A COPY OF THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS UPON REQUEST OF FAMOUS SECTION 01110 - CUTTING AND PATCHIN 3. PROTECT CONCRETE WORK FROM DRYING OUT BY COVERING WITH C I FOOTWEAR'S CONSTRUCTION MANAGER. A. REQUIREMENTS FOR STRUCTURAL WORK. 00 NOT CUT AND PATCH WATERPROOF PAPER. POLYETHYLENE FILM. SE 07240 - EXTERIOR INSULATION AND FINISH SYST { STRUCTURAL ELEMENTS IN A MANNER THAT WOULD CHANGE THEIR POLYETHYLENE - COATED BURLAP, OR LIQUID MEMBRANE CURING COMPOUND. PERFORM SLAB CURING AS SOON AS POSSIBLE A. INST GAGE AN EXPERIENCED INSTALLER COMPLETED O XVI FAMOUS FOOTWEAR AND TH . E LANDLORD MALL PROVIDE INSURANCE LOAD- CARRYING CAPACITY OR LOAD - DEFLECTION RATIO. AFTER FINAL FINISHING OPERATIONS. MAINTAIN CURING FOR 7 SYSTEMS SIMILA ATERIAL, DESIGN, AND T TO THOSE REQUIREMENTS PRIOR TO THE BIDDING. EVIDENCE OF INSURANCE DAYS MINIMUM. INDICATED FOR THIS T MATH A D OF SUCCESSFUL 'SHALL � BE PROVIDED TO FAMOUS FOOTWEAR'S CONSTRUCTION MANAGER B. VISUAL REQ:.11REb1ENTS: DO NOT CUT AND PATCH CONSTRUCTION INSERVICE PERFORMANCE, AN S APPROVED BY THE w ! > AT THE TIME OF BID SUBMITTAL.. EXPOSED ON THE EXTERIOR OR IN OCCUPIED SPACES IN A MANNER ECTI 1 - T ON 048 0 UNI MASONRY ASSEMBLIES MANUFACTURER OF THE ' THAT WOULD, IN THE ARCHITECT'S OPINION, REDUCE THE BUILDING S . w ' a ' XVII. A.�PUCABLE STANDARDS OF CONSTRUCTION INDUSTRY HAVE THE SAME AESTHETIC QUAUTIES, DO NOT CUT AND PATCH CONSTRUCTION IN A A. WHERE MASONRY CONSTRUCTION IS INDICATED ON DRAVANGS OR WH B. APPUCATI THE SYSTEM SHALL BE PER IMAM 'RER'S MIRITTEN � FORCE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED MANNER THAT WOULD RESULT IN VISUAL EVIDENCE OF CUTTING AND QUIRED B`! CODE TO HAVE FIRE - RESISTANT CONSTRUCTION, RE DATIONS FOR ALL COMPONENTS ASSOCIATED E DIRECTLY INTO CONTRACT DOCUMENTS OR BOUND AND PUBLISHED PATCHINu. REMOVE CONSTRUCTION CUT AND PATCH IN A VISUALLY M RY MATERIAL AND INSTALLATION METHODS NECESSARY T CT(S) SPECIFIED IN THE DRAWINGS. THEREWITH_ COMP MIITii ST ARDS IN EFFECT ON THE DA TE OF SATISFACTORY MANNER. AND REPLACE WITH A CONSTRUCTION VISUALLY OBT THE REQUIRED FIRE RATING c ISSUE OF THE CONTRACT DOCUMENTS, UNLESS OTHERWSE INDICATED. ACCEPTABLE LE TO THE ARCHITECT- ECTION 079 20 - JOINT S S CL 8. wHE.W OUTSIDE AIR TEMPERATURE IS BELOW 40T, CTED I A. MATERIALS XMIL UPON COMPLETION OF , HE WORK. COMPILE FOR AND DEUVER TO C. USE MATERIALS IDENTICAL TO E)CSTiNG MATERIALS. FOR EXPOSED TO F . OW 40T. COMPLY WITH THE RECOM ACTKE FOR FAMOUS FOOTWEAR'S CONSTRUCTION MANAGER A COMPLETE SET OF SURFACES. USE MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT COLD WEATH MASONRY CONSTRUC -ION SET FOR Y THE 1. PROVIDE AND ! NSTALL SEALANT AS RF-COMMcL DED BY RECORD DOCUMEN TH SET OF DOCUMENTS SNAIL CONSIST OF SURFACES INSOFAR AS POSSIBLE_ IF IDENTICAL MATERIALS ARE INTERiNA ASONRY INDUSTRY ALL - WEATHER POOL AND t_lA MANUFACTURER FOR JSE WITH MATERIAL. AND EXPOSURE RECORD spEcincAnot%s AND RECORD DRAW NGS SHOWANG THE UNAVAtU1BL.E OR CANN BE USED. USE MATERIALS WHOSE INSTALLED TECHN NOTE . LATEST REVISION. CON TOWS DdCOUNTERED. REPORTED LOCATION OF THE WORK_ PERFORMANCE WALL EQUAL OR SURPASS THAT OF EXISTING MATERIALS. Z C. PROTE MASONRY STRUCT10N FROM ,I CT OPOSURE TO WN1D B. INSTALLATION - x X_ WARRANT M A TERI A;S AND MIO:RKIMAN%QP FOR A PERIOD OF ; s) YEAR D_ PROTEC E7GSTIN G CO NSTRUCTION DURING CU T'TING AND PA TCHIN G TO AND SUN WHEN EREC IN AN AYBiEf` T TEMPERATURE OF 99'F IN LLj FROM GATE OF ACCEPTANCE BY FAMOUS FOOTWEAR 'S CONSTRvCT14h pq EVE%T DAMIAGE. PROVIDE FROTECTi0N1 FROM AD'dE.RS�c WEATHc`R T SHADE WITH A r'ZELA HUMIDITY LESS THAN 50 PERCENT. 1. INSTALL MATERfALS Ihi ACCORDANCE WITH TFE MANUFACTURER'S 0 MANAGER. CON IDITKAN6 FOR PORTIONS OF THE PROJECT THAT (MIGHT BE EXPO ED i, P�f TED �sTin;cTroK. ARID TO COMPLY WIIM TH THE � XX_ FAMOUS FOO T11EAR'S COhS : RUC is :c'� MANAGER S�+AL.;. REVIEW SHOP DARING CU TWIG WIND PATC>•NIMG OPERATK04S. D. MATERIALS RE A TK>NIS OF ASTM 01193 -91. LATEST EDITiOPI, FOR Z ORAVANIG SL**ASSIOh HEIR S SOLELY FOR T COIFORM/NNCE wTl►* TOE E_ Arm CU71v NG 70STNG PIPE. CON(XAT. OR DUCTWORK SERVMIG THE 1. MASONRY ** SHALL STlVG MASONRY AS'SE)$ Y. USE OF AS A JOWL ; SEALANTS PPLICABl..E TO MATERIALS, USE O ATIONIS, AMID CONIO W�ICATED. �OESO4 IN TENT ANC CnK 011-1 LFORMA T10h OVEN IN THE BUILDING BUT TO BE REMOVED OR RELOCATED UNTIL m CoCONSTRUCTION � T5, FArovs FOOAR SMALL 40T BE H BEEN MAD EE E TO BYPASS TM_ .2. CONCRE � i c BLOCK. AM MOR SHALL. COMPLY UTH ALL .2 LOICATXM HL SPONS78LE FOR ASPECTS OF A SHM ORAWIft THAT AST11 STANDARDS THE APPLiCA &STALLED- AFFECT OR ARE AFFECTED BY THE MEANS. IETHO(`,S. TECH NQXS. SEQUEkCES AND OPERATIONIS OF TW CONASIRUCS10h. '� EGTI(X� Q2Q6C1 - EXISTING (`.�VOITIONS 3. TEES. G C,11LV � a. USE POLYURETHANE SEALANT AT THE PERIMETER OF WWIDOW FRAMES. DOOR FRAMES AND THRESHOLDS, MISCELLANEOUS ' PRECAUT10NiS AND PROGRAMS BOO E14TAL. THERETO. CONTRAC CONTRACTOR IS T O VISIT THE SITE TO INSPECT THE EXISTINIG WALLS, FRAMES. C00011ONS WHIM SEALANT iS IN CONTACT NTH THE SMALL REVIEW SHM DRAW 4S VATK RESPEC TO THESE G10 Ti0NS COM 071ONS AND TO VERIFY THE AMOUMiT OF WORK THAT WALL ATM AND F08SH SYSTEMS.. FOR WALL kV BEFORE SUBMITTIhIG THEM TD FAMOUS FOOTWEAR. NECESSAR FOR THE PROJEC TO BE COMPLETEID AS SHOWN ON THE 'a SP OR TRUSS TYK .10%T AT I C aC CONSTRUCT1t1K SELL PLATM CON7NX AND MANS10N JORTS ARC HTECTURAL AND ENGREERNG ORANIC& Y . b. USE SLJC.NE SEALANT MC&D AND ULDIE'N STANT TVP`E FOR XXL IIIIIHEAI MOOflCA TONS TO EASTING ST11WTU2AL STEEL T5 OR b. MASONRY VENEER TEL'S TO SLPP.BRT NOT ISFIAIII 2 USE AROUND PLUIMBM FIX11MNES AND AT ,SITS BE VIM TIE ADOi7M OF WV STRUCTURAL STEEL ARE REQUIRED, AND NOT 8. NOTFY FAMOUS FOCT11EAR''S CONSTRUCTION MAkAGER AND THE F- BE WALL AREA BACKSPLASHES AND ■ALLS. INDICATED IN TIDE CONSTRUCTIM DOCUMENTS iT SHALL BE 7W ARC NTENT YE01AIaY UPON ENCCX MIT004 UNEXPECYI D CONCEALED c. USE ACRVIJC LATEX CAULK FOR RIER'ICIt AP'PLICATKM OILY. RIESPONSMiTy OF THE CSC, TO SECURE THE AM OF A CO DCTKM AM. EXCEPT MI AN EMERGENCY. AFORE THE E MASOWY ASSEMIBLY AFTER "TAR IS 7HOROuGHL EXCEPT FOR THE FCELC APP�ICA7X*&- STRUCTURAL TO OBTAIN THE NECESSARY APPROVALS, EI�IOOIt1MITEAED COR�1110NS ARE 0 . N WIN MASOWY ENT WISE 0 _ RE T10f5, , r_ 1140K JICW4T IS EWMED N DOCIIESS BE 1!E IIMAYE1&ALs SPECIFIED CAP ABAJTIM ft ` y r 2. WHERE A SEALANT IS OTHERWISE SHOWN OR SPECIFIED ABOVE FOR USE. SECTION 08110 - STEEL DOORS AND FRAMES A. COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) FOR DOOR AND FRAME PREPARATION, PHYSICAL ENDURANCE CRITERIA, AND SPECIFICATIONS. B. FABRICATION 1. UNLESS OTHERWISE SHOWN, FABRICATE INTERIOR FRAMES OF 16 GAUGE STEEL AND EXTERIOR FRAMES OF 14 GAUGE GALVANIZED STEEL. FULLY WELD FRAMES WITH CORNERS MITERED AND GROUND SMOOTH, UNLESS KNOCKDOWN FRAMES ARE SPECIFIED. 2. FABRICATE FLUSH HOLLOW METAL DOORS WITH FACE SHEETS EACH FORMED OF 18 GAUGE STEEL FOR INTERIOR DOORS AND 16 GAUGE GALVANIZED STEEL FOR EXTERIOR DOORS. a. INSULATE EXTERIOR NONFIRE -RATED HOLLOW METAL DOORS WITH POLYSTYRENE OR POLYURETHANE AT DOOR MANUFACTURER'S OPTION, INSERTED BETWEEN VERTICAL REINFORCING. 3. FABRICATE FIRE -RATED DOORS AND FRAMES IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA STANDARD NO.8 AND UL STANDARD FOR SAFETY NO. 63 FOR THE CLASS OF DOOR OPENING SCHEDULED. a. DOORS AND FRAMES SHALL BEAR THE APPROPRIATE UNDERWRITERS LABORATORIES LABELS, STATING REQUIRED FIRE- PROTECTION RATING AND MAXIMUM TEMPERATURE RISE RATING, IF ANY. C. INSTALLATION 1. SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED, AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET. FIT HOLLOW METAL DOORS ACCURATELY IN FRAMES, WITHIN CLEARANCES D. EXISTING DOORS AND FRAMES: EXAMINE EXISTING DOORS AND FRAMES WHICH ARE TO REMAIN, OR ARE TO BE REMOVED AND RELOCATED, TO DETERMINE THAT DOORS SWING FREELY, ARE PROPERLY AUGNED WITHIN FRAME, AND WILL ACCEPT NEW HARDWARE AS SPECIFIED. NOTIFY FAMOUS FOOTWEAR'S CONSTRUCTION MANAGER IN WRITING OF DOORS AND FRAMES THAT DO NOT MEET THESE REQUIREMENTS. CTION 08305 - ACCESS DOORS A. E SIZE 24• X 24" MINIMUM IF NO ACTUAL SIZE IS INDICATED - WE ERPROOF DOOR. HINGES SHALL BE CONCEALED, SPRING E, OPENI TO 175'. LOCKS SHALL BE FLUSHED. SCREW DRIVE OPERA WITH METAL CAM. PROVIDE RATED DOOR AND DWARE WHERE REQ ED. ANY CHANGE ORDERS RESULTING FR NOT INSTALLING DOOR WILL BE CHARGED TO THE G. SECTION 08412 - INTEMQR STOREFRONT SY M A. STOREFRONT SYSTEM 1. COMPONENTS AND FINISHE S I CATED ON DRAWINGS. B. INSTALLATION 1• GENERAL:- COMPLY MANUFACTU 'S INSTRUCTIONS AND RECOMMENDATIONS INSTALLATION 0 LUMINUM FRAMING SYSTEMS. 2. SET UNITS MB, LEVEL, AND TRUE TO LINE, OUT WARP AND RA OF FRAMING MEMBERS. ANCHOR SECUR IN PLACE. SEPA NG ALUMINUM AND OTHER CORRODIBLE MET SU CES OF CORROSION DUE TO ELECTROLYTIC ACTION T NTS OF CONTACT WITH OTHER MATERIALS. • COMPLY WITH MANUFACTURER'S RECOMMENDATION AND SECTION 08800 FOR GLASS AND GLAZING WORK. SECTION 08710 - DOOR HARDWARE A. COMPLY WITH: 1 • AMERICAN NA71ONAL STANDARDS INSTITUTE (ANSI) REQUIREMENTS. USE LATEST EDITION OF STANDARD AVAILABLE. 2 HARDWARE SUPPLIER SHALL BE RESPONSIBLE FOR THOROUGHLY DETAIUNG THE PROJECT TO ENSURE THAT THE ITEMS SPECIFIED WILL PROPERLY FUNCTION IN THE INDICATED LOCATIONS. 3. ACCESSORIES AQND ATTACHMENTS a. FURNISH HARDWARE NTH SCREWS, THROUGH BOLTS AND OTHER FASTENINGS SUITABLE TO ASSURE PERMANENT ANCHORAGE. WHERE EXPOSED, FASTENINGS SHALL BE COUNTERSUNK OVAL -HEAD TYPE, (EXCEPT USE FLATHEAD FOR HINGES). AND SHALL MATCH FINISH OF HARDWARE BEING ATTACHED. PROVIDE CONCEALED FASTENINGS WHEREVER POSSIBLE. HARDWARE SHALL NOT BE ATTACHED WITH SELF - TAPPING SCREWS AND SHEET METAL SCREWS. DOOR CLOSERS. CLOSER ARMS, DOOR HOLDERS, HOLDER ARMS AND DOOR STOPS SHALL BE SECURED TO DOORS AND FRAMES WITH FASTENERS SUPPLIED BY THE MANUFACTURER. FLOOR TYPE STOPS AND HOLDERS SHALL BE FASTENED TO THE FLOOR MATH MACHINE SCREWS INTO EXPANSION SHIELDS. INSTALLATION 1. INSTALL EACH HARDWARE ITEM IN COMPLIANCE MATH THE MANUFACTURER'S PRINTED INSTRUCTION AND RECOMMENDATIONS AT MOUNTING HEIGHTS CONFORMING TO THE RECOMMENDED MOUNTING LOCATIONS OF THE BUILDERS' HARDWARE (MANUFACTURERS ASSOCIATION, AND TH AMERICAN WITH DISABIUTIES ACT. WHEREVER CJTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO AN INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED :N ANOTHER WAY, INSTALL EACH !TEM COMPLETEL AN THEN REMOVE AND STORE IN A SECURE PLACE DURING THE FINISH APPLICATION. AFTER COMPLETION OF THE FINISHES, REINSTALL EACH ITEM. DO NOT INST ALL SURFACE - MOUNTED 'TEMS UN TI L FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE_ 2 MORTISE AND CUT To CLOSE TOLERANCE AND CONCEAL EVI DENCIE TH of cuTnNG at E FtmsHED WORK. 3. ° AND COUNTE2S2I9 :.ft : S . r. A` ARE NOT FACTORY - PRc^PAREC FOR AHQNORAGE FASTENERS. SPACE F ASTENERS Iwo AW> ORS IN ACCORDANCE WIN 04DL.S7RY STANDARDS. 4. AT FINAL COM/PLETX)k, ADa1ST AND CHECK EACH OPERA STEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OP'ERATICH AND FUrCTiCh OF EVERY %JNrT. LUBRICATE b1OVWIG PARTS NTH THE TYPE LUBRICA TKJN RECOMM34DED BY MAP"ACTU I R ( GRAPHTE : YPE IF NO SPEC* CALLY PC : 1 0 ', tA Z O n -- I� LLJ ; 0 0 _N C) c� Z O E -(n o Q v C LA_ m ` 0 Ll. C U 00 a _� ULM 0��(D I� LU 0 c mcr) 0 0 LU p \ ao �O Q cD g 0 E r �iwp� t 623 RE�ISTr� MRCP . _ T u� a ^. Rt MSdOCIC i T 1 'iA 0_ W'ASHI 'MTON SE' 15 2005 CIO 3 Y 00 Z a- aN- 't 0 - (r CD O W* _j Lj . LA 04 `w: Z Q m 3: � � W (n Z � 3 a E 0 5� REPLACE LINTS WHICH CM 60T 9E AD.AJSTED A- LUOR16f6i 7- f "t-A 0*0 D By BSS TO OPERATE FREELY AND SM WTHLY AS 04TEMM FOR TIE � _ o+►� 09/�Si/OS � APPUCATON M AM 'NTH MEW `+ARD'WARE. L " I * I* i09 8. COMPLY NTH: 0 ao c v Z 0 cn Q Lu a cc CL U z ui 0 z Q CID CID N ,® S C� Q a. } 0 J_ 1. GLASS ASSOCIATION OF NORTH AMERICA (GANA /FORMERLY) THE FLAT GLASS MARKETING ASSOCIATION, "GLAZING MANUAL ". SEALED INSULATING GLASS MANUFACTURERS ASSOCIATION (SIGMA), TM -300, - VERTICAL GLAZING GUIDELINES". AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) Z97.1, "SAFETY GLAZING MATERIALS USED IN BUILDINGS - SAFETY PERFORMANCE SPECIFICATIONS AND METHODS OF TEST". 2. MATERIALS AND INSTALLATION SHALL MEET ASTM STANDARDS FOR APPLICATIONS LISTED IN THE DRAWINGS. C. MIRRORS 1. CONFORM TO FED. SPEC. DD -Q -451 D(1), 1/4 POLISHED PLATE GLASS MIRROR ELECTROLYTICALLY COPPER PLATED BACK, GUARANTEED AGAINST SILVER BACKING FAILURE FOR MINIMUM OF TEN YEARS. SECTION 09250 - GYPSUM WALLBOARD A. CODES AND STANDARDS 1. GYPSUM ASSOCIATION (GA) "RECOMMENDED SPECIFICATION FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD," GA -216, UNLESS OTHERWISE SPECIFIED HEREIN GYPSUM ASSOCIATION (GA) "RECOMMENDED SPECIFICATION: LEVELS OF GYPSUM BOARD FINISH" GA -214 JOINTLY PUBLISHED BY AWCI. CISCA, AND PDCA. 2. ASTM C645, "STANDARD SPECIFICATION FOR NON - LOADBEARING (AXIAL) STEEL STUDS. RUNNERS (TRACK). AND RIGID FURRING CHANNELS FOR SCREW APPUCATION OF GYPSUM BOARD ". 3. ASTM C754 "STANDARD SPECIFICATION FOR INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM". COLD- FORMED METAL FRAMING AND RELATED WORK SHALL BE DESIGNED OF COLD- FORMED STEEL STRUCTURAL MEMBERS. B. MATERIALS I. CONFORMING TO ASTM STANDARDS, AND DELIVERED TO THE JOB SITE WITH END TAPERS BEARING UNDERWRITERS LABORATORIES LABEL, WITH THE CORRECT DESIGN NUMBER FOR THESE DRAWINGS AND SPECIFICATION UNLESS SHOWN DIFFERENTLY ON PLANS. 2. INSTALLATION MATERIALS INCLUDING ACCESSORIES, FASTENERS, SUBSTRATE, ETC. SHALL ALL MEET THE MINIMUM REQUIREMENTS OF ASTM AND UL STANDARDS FOR THE GIVEN APPLICATION. C. INSTALLATION 1. INSTALL WATER- RESISTANT GYPSUM WALLBOARD IN HIGH - MOISTURE AREAS SUCH AS TOILET ROOMS. 2. GYPSUM WALL BOARD INSTALLED PER ASTM AND UL REQUIREMENTS. SECTION 09300 - TILE A. COMPLY WITH: 1 • TILE COUNCIL OF AMERICA. INC. (TCA), HANDBOOK FOR CERAMIC TILE INSTALLATION AND AMERICAN NATIONAL STANDARDS INSTITUTE SPECIFICATIONS (ANSI). USE THE LATEST EDITIONS AVAILABLE. B. INSTALLATION MATERIALS 1. SETTING AND GROUTING MATERIALS o. THIN SET, LATEX- MODIFIED DRY SET PORTLAND CEMENT MORTAR b. ORGANIC ADHESIVE c. LATEX- MODIFIED DRY SET PORTLAND CEMENT GROUT. 1. COLOR: REFER TO DRAWINGS. 2. CEMENTITIOUS BACKER UNITS: 1/2" THICK PORTLAND CEMENT SURFACED. FIBER GLASS MESH REINFORCED PANEL, COMPLYING WITH ANSI A118.9. "DUROCK CEMENT BOARD" (UNITED STATES GYPSUM C0.); OR APPROVED SUBSTITUTION. SECTION 09510 - ACOUSTICAL CEILINGS A. MATERIAL SELECTIONS: REFER TO DRAWINGS. EXPOSED SUSPENSION SYSTEM: REFER TO DRAWINGS. HOLD -DOWN CUPS: FOR LAY -IN CEILING UNITS IN VE BULES AND PUBLIC TOILET ROOMS, AND FOR UNITS WITHIN STIBULES. d. H GERS: SOFT STEEL WIRE. 12 GAUGE, GALVA B. INSTALL SU ENSION SYSTEMS TO COMPLY MATH AS STANDARDS. 1. LEVEL COU SYSTEM TO TOLERANCE OF 1 / . 2. SUPPORT CEIUN SYSTEM ONLY FROM BU ING STRUCTURAL MEMBERS IN A M NER APPROVED BY E LANDLORDS REPRESENTATIVE THE BUILDING D ARTMENT. 3. EXTEND EXISTING GRID TEM WH IS TO REMAIN, USING SALVAGED GRID WHERE AND NEW GRID WHERE NECESSARY TO COMPLETE I GS. DO NOT REUSE DAMAGED GRID. ALL EXISTING COMPON MUST BE IN LIKE -NEW CONDITION TO BE CONSIDE OR REUSE. C. INSTALL AC(USTiCAL CEIUN TILES I COORDINATION WITH SUSPENSION SYSTEM. WITH EDGES C BY ORT OF SUSPENSION MEMBERS. 1. SCRIBE AND CUT ANE..S TO FiT ACCURA `! AT BORDERS AND AT PENETRATI S_ 2. MEASURE CN CEjuNG AREA AND ESTABLISH YOUT OF AC OU STI UNi TS TO B ALAN CF BORDER W D +HS T OPPOSITE EDGES EACH CEILING. AVOID THE USE OF LE THAN - HALF VA ITS AT BORDERS L)NLESS S A QFIC Sri ON THE REF LECTED CEjUNIG PLAN INDICATING E USE OF - THAN -HAi.F UN TS. D. MADE THE LNA.ti W T'r 7r! F OLiOWNG AF'rER STORE ORE TL. VI FUu UNDAMA CEXJNG T US OF EACH TYPE USED PA ;y ORIGNAL BOX(ES) Ah0 CLEARLY MARKED ALSO, PROVIDE ONE ADD r ONAL FJI KX OF NEW C,EEk Tk ES OF EACH 'YPE USED IORK04AL 80X(ES' SECTION 09650 - RESILIENT FLOORM A. MATERIAL SU CTK MS; REFER TO ORAUNGS I. 1AN1r'L COMPOSITION TILE AS NDICATED ON F"SH SCHEDULE OWN DRAWINGS 2 - RESL BASE: RU R 811SE CL COIL STOCK ONLY !S AL.L0 b, PROIMDE FACTORY FFOORMED 111141TElRSOIR ANC EXi'FAIDrt CaRpaim c. TRANS11r4h STRIIM- REFER TO DRAINO ;S FOR DETA4S. B. INSTALLATION MATERIALS 1. TROWELABLE UNDERLAYMENTS AND PATCHING COMPOUNDS: LATEX - MODIFIED, PORTLAND CEMENT BASED FORMULATION PROVIDED OR APPROVED BY TILE MANUFACTURER FOR APPLICATIONS INDICATED . 2. WAX SEALANT: REFER TO FLOORING MANUFACTURER'S RECOMMENDATIONS. APPLY AS SOON AS POSSIBLE AFTER FLOORING INSTALLATION AND AS RECOMMENDED BY FLOORING MANUFACTURER. C. INSTALLATION SHALL CONFORM WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. PROVIDE THE TENANT WITH THE FOLLOWING AT STORE TURNOVER: ALL FULL, UNDAMAGED RESILIENT FLOOR TILES OF EACH TYPE USED PACKED IN ORIGINAL BOX(ES) AND CLEARLY MARKED. SECTION 09680 - CARPET A. MATERIAL SELECTIONS: REFER TO DRAWINGS. B. INSTALLATION MATERIALS AS RECOMMENDED BY CARPET MANUFACTURER FOR SUBSTRATE CONDITIONS ENCOUNTERED AND WHICH COMPUES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET. C. INSTALLATION: REFER TO C.R.I. MANUAL SECTION 09900 - PAINTING A. DESCRIPTION OF WORK 1. PREPARATION OF NEW AND EXISTING SURFACES: PERFORMANCE AND COMPLETION OF PAINTING AND FINISHING NEW AND EXISTING EXTERIOR AND INTERIOR SURFACES, INCLUDING MECHANICAL AND ELECTRICAL WORK IN FINISHED SPACES. 2. EXCEPT AS OTHERWISE INDICATED, ALL NEW AND EXISTING SURFACES SHALL HAVE FINISH APPLIED TO THEM. 3. COLORS: SEE SCHEDULES AND NOTES ON DRAWINGS FOR FINISH COLOR AND MANUFACTURER. 4. T.G.C. SHALL DO ALL TOUCHUP AT COMPLETION OF THE JOB WHERE OTHER TRADES HAVE MARRED THE PAINTED SURFACES. CLEAN PAINT DROPPING FROM HARDWARE, FLOOR, ETC. B. MAINTENANCE MATERIALS 1. LEAVE ONE UNOPENED GALLON OF EACH TYPE AND COLOR FOR MAINTENANCE PURPOSES LABEL FOR POSITIVE IDENTIFICATION; INCLUDE DESIGNATION INDICATED ON FINISH SCHEDULE, DATE OF MIXING, AND CROSS REFERENCED MANUFACTURER USED. C. PRODUCT DELIVERY. STORAGE, AND HANDLING 1. DELIVERY OF MATERIAL: DEUVER IN SEALED CONTAINERS WITH MANUFACTURER "S ORIGINAL LABELS LEGIBLE AND INTACT. 2. STORAGE OF MATERIALS: STORE IN MANNER RECOMMENDED BY THE MANUFACTURER AND AS REQUIRED BY BUILDING CODE AND COMPLY WITH HEALTH AND FIRE REGULATIONS. 3. HANDLING: TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PREVENT FIRE HAZARDS AND SPONTANEOUS COMBUSTION, PLACE COTTON WASTE, CLOTHS AND OTHER HAZARDOUS MATERIALS IN CONTAINERS. REMOVE DAILY FROM THE JOB SITE. D. ENVIRONMENTAL CONDITIONS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AS TO ENVIRONMENTAL CONDITIONS UNDER WHICH COATING AND COATING SYSTEMS CAN BE APPUED. E. PROTECTION 1. ADEQUATELY PROTECT OTHER SURFACES FROM DAMAGE. MAKE GOOD ANY DAMAGE CAUSED BY FAILURE TO PROVIDE SUITABLE PROTECTION. 2. REMOVAL OF HARDWARE AND MISCELLANEOUS ITEMS: REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS, FASTENINGS. AND THE LIKE PRIOR TO STARTING WORK. 3. DROP CLOTHS: PROVIDE DROP CLOTHS, SHIELDS, AND PROTECTIVE EQUIPMENT. EXTEND PROTECTION TO SURFACES WITHIN PREPARATION AREAS. F. GUARANTEE: FURNISH TWO-YEAR WARRANTY FOR FULL VALUE OF WORK INCLUDED THIS SECTION. G. MATERIALS: REFER TO FINISH SCHEDULE ON DRAWINGS. H. INSPECTION 1. BY STARTING PAINTING THE CONTRACTOR IMPUES THAT HE HAS ACCEPTED THE SUBSTRATE SURFACES AS BEING FREE OF DEFECTS. I. PREPARATION: NEW WORK 1. MISCELLANEOUS STEEL AND IRON, TO INCLUDE METAL DOORS AND FRAMES: REMOVE SURFACE CONTAMINATION FROM ALL SURFACES AND IMMEDIATELY APLY PRIME COAT. 2. WOOD PRODUCTS TO BE PAINTED: REMOVE SURFACE CONTAMINATION. DIRT, AND MINOR GRIT. SPOT COAT KNOTS, PITCH STREAKS AND SAPPY SECTIONS WITH SEALER. FILL AND NAIL HOLES AND FINE CRACKS AFTER PRIMER HAS DRIED AND SAND SMOOTH, LEVEL MATH SURFACE READY FOR FINISH COAT. 3- GYPSUM WALLBOARD a REMOVE ANY MINOR SUBSEQUENT CONTAMINATION. DUST. AND t71RT. b. IF SURFACE DEt - ECTS APPEAR AFTER PRIME COATING, NOTIFY JOB SUPERINTENDENT AND ARCHITECT. REQUIRE DEFECTS REPAIRED BY AND AT EXPENSE OF DRYWALL TRADI AFTER DEFECTS ARE CORRECTED, PROCEED WITH FINISH PAINTING, AGAIN USING PRIMER OVER REPAIRED AREAS, 4 - 'MECHAtiiCa_ AND ELEC TRICAL WORK: PREPARE META. SURFACES AS SPECKED r+EREiN ABOVE FOR MISCELLANEOuS STEEL. A G +RON AS APRuCABL..E TO T YPE of MATERIAL SCHEDULED TO BE PAINTED. REMOVE DIRT, GREASE. AND OIL FROM CANVAS AND COTTON INSULATION C OVERIIMG.. J. PREPARAT04: DOSTING WORK 1. CLEAN TO EXTENT REQLARED. AND OR REMOVE EXISTING COATNIGS. 2- WOW PR'ODUCT'S TO BE PAINTED. THKX AND SHARP EDGES OF PANT BUiLDLOPS RUNS, AND SAGS SHALL BE SAm= SMOOTH ( FEAR D EDI REPAIR AND SAID SMOOTH ALL SURFACE DEFECTS, PIOM L*iSIET NIALS CRACKS AND GOUGES. 3, GYPSUM D: FILL AND SAND 51100TH ALL SURFACE DUECTS. SAND GLASSY SURFACES PTbOR TO APPLICATM OF PAINT. K. APPLICATION 1. APPLY PAINT OR FINISH BY METHODS GENERALLY ACCEPTED BY THE TRADE TO ACHIEVE APPROVED FINISHES. 2. COMPLY WITH RECOMMENDATIONS OF PRODUCT MANUFACTURER FOR DRYING TIME BETWEEN SUCCEEDING COATS. 3. VARY COLOR OF SUCCESSIVE UNDERCOATS. 4. SAND AND DUST BETWEEN EACH COAT TO REMOVE DEFECTS VISIBLE FROM A DISTANCE OF 5 FEET. 5. ALL PAINT WORK SHALL BE FIRST QUAUTY MATH NO DEFECTS. 6. EXPOSED CONCRETE: APPLY 2 COATS, VENTILATE AREA UN71L DRY 7. DAMAGED FINISHES INCLUDING PREFINISHED OWNER FURNISHED ITEMS: PREPARE AND REFINISH AS SPECIFIED AND SCHEDULED FOR NEW WORK. ALL THE ABOVE SURFACES MAY NOT BE ENCOUNTERED DURING THE COURSE OF THIS PROJECT. SECTION 10520 - FIRE FIGHTING E A. PROVIDE MUL11- PURPOSE DRY CHEMICAL FIRE EXTINGUISHERS, ABC TYPE OR THE MINIMUM REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. B. FIRE EXTINGUISHERS SHALL BE UL USTED EXTINGUISHER, 10 LB CAPACITY, ENAMELED STEEL CYLINDER WITH PRESSURE GAUGE. METAL VALVE AND SIPHON TUBE, REPLACEABLE MOLDED VALVE STEM SEALS, PULL PIN - UPRIGHT SQUEEZE GRIP OPERATION. C 10800 - TOILET ACCESSORIES A. ERAL CONTRACTOR SHALL INSPECT ANY EXISTING ACCESS S. TH CONDITION AND TYPE, FOR COMPLIANCE WITH THE OF TOILET CESSORIES INDICATED ON THE DRAWINGS. AN CCESSORY EQUAL TO E PRODUCTS SPECIFIED SHALL BE AL D UPON APPROVAL B E FAMOUS FOOTWEAR CONSTR ON MANAGER. B. PRODUCT DELIVERY. NDLING AI4D STOR 1. RECEIVE, INVENTORY. A STO PRODUCTS PRIOR TO INSTALLATION. C. ACCESSORIES: AS INDIC D ON THE AWINGS. D. INSTALLATION 1. FOLLO ANUFACTURER'S DIRECTION SUITING IN LLATION CO ONS, USING TAMPER PROOF OR CONCEALED STENERS. PROVIDE AND INSTALL HANDRAILS IN SIZES AND LOCATI S REQUIRED BY LOCAL AND STATE BUILDING CODES. ATTACH FIRMLY TO WALLS. SECTION 12000 - FURNISHINGS A. ALL WALL FIXTURES AND CASH WRAPS ARE TO BE SET IN PLACE BY THE TENANT FIXTURE VENDOR, UNLESS NOTED OTHERWASE. B. INSTALL FIXTURES PLUMB AND LEVEL. ATTACH FIXTURES TO WALL WITH CONCEALED FASTENERS. ATTACH TO METAL STUDS WHERE POSSIBLE. C. KEEP FIXTURES PROTECTED UN11L CONSTRUCTION HAS BEEN COMPLETED. IF PROBLEMS ARE EXPERIENCED IN THE PLACEMENT OF FIXTURES, CONTACT THE ARCHITECT TO RESOLVE THE MANNER IN WHICH THE SITUATION IS TO BE CORRECTED. REPAIR ANY DAMAGE TO FIXTURES BEFORE CONSTRUCTION IS COMPLETE. D. ALL MOVABLE FLOOR FIXTURES WILL BE FURNISHED BY THE OWNER AND INSTALLED BY THE FIXTURE VENDOR UNLESS OTHERWISE SPECIFIED. SECTION 15010 - GENERAL PROVISIONS A. FURNISHING LABOR MATERIALS, EQUIPMENT AND SERVICES REQUIRED AS SHOWN ON THE DRAWINGS AND SPECIFIED IN DIVISION 15. B. ALL WORK SHALL BE COMPLETE AND SHALL BE LEFT IN OPERATING CONDITION. C. INCLUDE ALL PARTS AND LABOR WHICH ARE INCIDENTAL AND NECESSARY FOR A COMPLETE AND OPERABLE INSTALLATION EVEN THOUGH NOT SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. D. ARRANGE WITH APPROPRIATE UTIUTY COMPANIES TO PROVIDE TEMPORARY AND PERMANENT UTIUTY SERVICES AS REQUIRED AND COORDINATE THEIR INSTALLATION WITH CONSTRUCTION PROGRESS OF THIS PROJECT. PAY ALL FEES AND COSTS CHARGED BY UTILITY COMPANIES FOR UTILITY SERVICES. E. OBTAIN ALL TEMPORARY AND PERMANENT PERMITS AND UCENSES REQUIRED IN CONNECTION WITH THIS DIVISION'S WORK. PAY ALL FEES AND EXPENSES REQUIRED FOR SUCH PERMITS AND UCENSES. F. REQUEST INSPECTIONS AS REQUIRED BY REGULATING AGENCIES AND /OR REGULATIONS. PAY ALL CHARGES FOR INSPECTIONS BY REGULATING AGENCIES OF INSTALLATIONS OF PLANS SPECIFICATIONS. G. PROVIDE THE OWNER MATH A CERTIFICATE OF FINAL INSPECTION AND APPROVAL BY ENFORCEMENT AUTHORITIES. H. MEET OR EXCEED ALL CURRENT APPLICABLE CODES, ORDINANCES AND REGULATIONS FOR ALL INSTALLATIONS. PROMPTLY NOTIFY THE ENGINEER, IN WRITING, IF THE CONTRACT DOCUMENTS APPEAR TO CONFIJCT MATH GOVERNING CODES AND REGULATIONS. CONTRACTOR ASSUM ALL RESPONSIBILITY AND COSTS FOR CORRECTING NON - COMPLYING WORK INSTALLED WITHOUT NOTIFYING THE ENGINEER. 1. HI GHER QUAL;TY OF WORKMANSHIP AND MATERIALS INDICATED IN THE CONTRACT DOCUMENTS TAKES PRECEDENCE OVER THAT ALLOWED IN REFERENCED CODES AND STANDARDS. J. FoRNiSl TO OBTAIN. COORD+NA L, SUBMI THE NECESSARY DRAWINGS, DELIVER TO THE JOB SITE IN NEW CONDITION READY FOR INSTArL.LA i1QN, UNLOAD AND UNPACK. AND GUARANTEE- K. INSTAL,: TO RECEIVE AT THE JOB Sl STORE. ASSEIIBILE, ERECT. SET :h r_ACE, ANCHOR. APPLY, F'NISr, PROTECT. CLEW, TEST. START --uP. AND MAKE READY FOR 01A11OER'S USE L PROV!DE. TO FURr MSH AND !NSTALA.- M1. C0% 7 A %, ; OR IS RESPON9*K-i FOR 'MAll l I1hIAL D11IFFUtENCES, WAEja' H TS. ELECTRICAL REOUV EM>ENITS AND ANY OTHER RESLILTIMG CHANGES. WIIIFI v 'SihG EOL0 1T O THER THAN THAT SCHEDIA.ED ON THE 1 DRAINN�,^S_ . CONTRACTOR FIE PONSIBLE FOR ANY ADDITIONAL COSTS "BURRED AS A RESULT OF 9 8SiI T4 T"iS,. N. EE ORE SLA31ATTING A PROPOSAL OIL THE WOW COMNTEl/PLATED. EXAM*& THE S"I?E OF TH1E PROPOSED WOW MID BECOME THOROUQiLY FAM LIAIR WwI TF+ DUSTING CONDITIONS Amo Lu TATKAS. NO EXTRA COMiPENSA i .Oh WILL BE ALLOOD BECAUSE OF TAI IG AS ' TO THE AMOUNT OF WOW DVOLVED OR MOMS LACK OF KNKPNLEDGE OF EOST&C COMDITXM 1*004 COULD HAVE BEEN 01SCM El ED OR REASOkAW AN WPAIED PRIOR TO 810DrG. r • • to y 0. MECHANICAL EQUIPMENT AND SYSTEMS SHOWN ON THE DRAWINGS AS EXISTING, HAVE BEEN BASED ON EXISTING PLANS, AND MAY NOT BE INSTALLED AS ORIGINALLY SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND MAKE EXACT DETERMINATION OF THE EXISTENCE, LOCATION AND CONDITION OF SUCH FACILITIES PRIOR TO SUBMITTING A BID. P. CONSULT THE DRAWINGS AND SPECIFICATIONS OF DIVISION 16 AND OTHER TRADES FOR CORRELATING INFORMATION AND LAY OUT WORK SO THAT IT WILL COORDINATE WITH OTHER TRADES. VERIFY DIMENSIONS AND CONDITIONS (I.E., FINISHED CEIUNG HEIGHTS, FOOTING AND FOUNDATION ELEVATIONS, BEAM DEPTHS, ETC.) WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. Q. DRAWINGS MAY NOT SHOW EVERY RISE AND OFFSET REQUIRED FOR THE WORK. INSTALL PIPING AND DUCTWORK TO ACCOMMODATE THE BUILDING STRUCTURE AND THE WORK OF OTHER TRADES, WITH ALL REQUIRED OFFSETS AND WITHOUT EXTRA COST TO THE OWNER. R. OBTAIN EXACT LOCATION OF CONNECTION TO EQUIPMENT, FURNISHED BY OTHERS, FROM THE PERSON FURNISHING THE EQUIPMENT. S. GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR AFTER THE FINAL COMPLETION OF THE WORK AS EVIDENCED BY ISSUANCE OF THE FINAL CERTIFICATE BY THE ARCHITECT. T. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. INCLUDE DAMAGE TO THE FINISH OR THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS. U. MAGNETIC STARTERS. DISCONNECTS, AND POWER WIRING PROVIDED BY THE ELECTRICAL CONTRACTOR, UNLESS OTHERWISE SPECIFIED. V. CONTROL AND INTERLOCK WIRING PROVIDED BY THE MECHANICAL CONTRACTOR. UNLESS OTHERWISE SPECIFIED. W. PROVIDE ONLY PRODUCTS FROM MANUFACTURER'S WITH LOCAL REPRESENTATION THAT CAN PROVIDE COMPLETE COVERAGE, PARTS AND LABOR, FOR REPLACEMENT AND SERVICE OF THEIR PRODUCTS. PROVIDE ONLY EQUIPMENT THAT WILL FIT IN THE SPACE AVAILABLE AND BE COMPLETELY SERVICEABLE. BRING ANY CONFLICTS TO THE ENGINEER'S ATTENTION PRIOR TO ORDERING THE EQUIPMENT. X. COORDINATE /SCHEDULE ALL WORK WITH THE OWNER TO MINIMIZE ANY DISRUPTIONS. CONFINE ALL INTERRUPTIONS TO THE SMALLEST POSSIBLE AREA. PROVIDE TEMPORARY CONNECTIONS IF REQUIRED TO PROVIDE CONTINUITY OF SERVICE. Y. INSPECT ALL AREAS AFFECTED BY THE INTERRUPTIONS AND RETURN ALL AUTOMATICALLY CONTROLLED EQUIPMENT, ELECTRICALLY OPERATED EQUIPMENT TO THE SAME OPERATING CONDITION PRIOR TO THE INTERRUPTION. Z. NO FIRE SPRINKLER OR F1RE ALARM SYSTEMS ARE TO REMAIN INACTIVE AT THE END OF THE WORK DAY. ASSURE THAT THE FIRE SPRINKLER OR FIRE ALARM SYSTEM IS OPERATIONAL AT THE END OF EACH WORK DAY. COORDINATE WITH THE OWNER. AA. PROVIDE NEW MATERIAL AND EQUIPMENT, UNLESS NOTED OTHERWISE. PROTECT EQUIPMENT AND MATERIAL FROM DAMAGE. DIRT AND THE WEATHER. BB. PROVIDE THE HIGHEST QUALITY WORKMANSHIP AND PERFORM ALL WORK ONLY BY SKILLED MECHANICS. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, INSTRUCTIONS AND CURRENT STANDARDS. CC. THE ENGINEER RESERVES THE RIGHT TO REJECT MATERIAL OR WORKMANSHIP NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BEFORE OR AFTER INSTALLATION. DD. ALL PIPING AND DUCTWORK SHALL BE RUN IN THE MOST DIRECT AND STRAIGHT MANNER POSSIBLE MAINTAINING PROPER GRADING. EE. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT MOST PIPING AND DUCTWORK BE CONCEALED. WHERE EXPOSED. RUN AS CLOSE TO CEILING AND /OR WALL AS POSSIBLE PARALLEL WITH ADJACENT STRUCTURAL OR ARCHITECTURAL ELEMENTS. FF. DO NOT INSTALL PIPING OR DUCTWORK IN ANY SWITCHGEAR, TRANSFORMER, ELEVATOR EQUIPMENT, TELEPHONE, OR ELECTRICAL EQUIPMENT ROOM, UNLESS IT IS A BRANCH SERVING THAT ROOM. GG. DO NOT INSTALL PIPING OR DUCTWORK ABOVE SWITCHBOARDS, PANELBOARDS CONTROL PANELS, MOTOR CONTROL CENTERS, ETC. HH. ARRANGE WORK TO FACILITATE MAINTENANCE. REPAIR OR REPLACEMENT OF EQUIPMENT. PROVIDE ACCESS FOR DEVICES THAT REQUIRE MAINTENANCE. FOR CONCEALED DEVICES, VERIFY THAT ACCESS PANELS ARE PROPERLY LOCATED AND LABELED. 11. PERFORM ALL CUTTING AND PATCHING NECESSARY TO WORK. UNLESS SPECIFICALLY DELEGATED TO THE GENERAL CONTRACTOR. OBTAIN SPECIAL PERMISSION FROM THE STRUCTURAL ENGINEER BEFORE CUTTING STRUCTURAL MEMBERS OR FINISHED MATERIAL PERFORM ALL PATCHING IN SUCH A MANNER AS TO LEAVE NO VISIBLE TRACE AND RETURN THE AREA AFFECTED TO THE CONDITION OF UNDISTURBED WORK. PERFORM ALL PATCHING BY WORKERS EXPERIENCED, SKILLED. AND LICENSED FOR THE PARTICULAR TYPE OF WORK INVOLVED. INFERIOR WORK MALL NOT BE ACCEPTED. JI PATCH ALL HOLES LEFT AS A RESULT OF DEMOLITION OF MECHANICAL EQUIPMENT AND DEVICES. KK. PREVENT THE SPREAD OF DUST. DEBRIS. AND OTHER MATERIAL INTO ADJACEN T AREAS, LL_ REPLACE ALL CEILING i1L ES DAMAGED DURING INSTALLATION OF WORK, WITH NEW TiLE_ MM_ REFINISH ALL M EQUIPMENT DAMA DURING SHIPPING MID /OR INSTAL.LATON TO ITS ORKNNAL CONDITION. REMOVE ALL RUST; PRIME. AND PAINT PER MANUFACTURER'S RECD &AENDATIONS FOR FINISH EQUAL TO ORIGINAL NN. DO NOT LISE " VENTXATING AND AIR COMNDITION04G SYSTarS PROVWOM IN THIS SCOPE OF WORK FOR TEMPORARY HEATING, VM TILA TING AND AIR CONDI TIONING Dl1RfiM1G CONSTRUCTIOIN_ OOL PROTECT OPENINGS AND EQUPYENT FROM OBSTRUCTK*k BREAKAGE. MISUSE. DAMAGE OR & EMISHES PROTECT MATERIALS AND EQUIPMENT MEDIATELY UPON RECEIPT AT THE JOB SITE OR W EDIATELY AFTER THEY HAVE BEEN RDIOVIED FROM THIM SH64MM CONTAIINERS. UNLESS NOTED 0. KEEP THEM CLEAN AND UNDAMAGED UNTIL FNAL ACCEPTANCE OF THE EIVT§E PROJECT BY THE 004M 0E4 A PORTION OF THE BURDlNG IS 0-C.C.. UPED 8Y THE OVER BEFORE SUBSTANTIAL COMIlIkET111ON OF ?FE ENTIRE PROJECT. MAKE ARRANGE ENTS TO TRANSFER RESPUNSIIIIIINJTY FOR PROTECTION AND HOUSEKEEPI FOR 1FE OOGIIII11PIED PORTION, PP. PROTECT WE DUCT AND EQUOMMMT 491111M WITH RUGS OR CAPS, KEEP M94GS CONNED MITE P T CONNECTIgWS ARE COMPLEM M COMYRACTDR IS FOR A11Y DAMAGE TD 1ECMA41CAL EOWN" MATEA&/ILS OR NM UkX FOAL ACCEPTAMM OF 7W MW PROJECT BY THE 01IIIIIIIIIIIIERL RR. KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL OR RUBBISH, CAUSED BY HIS EMPLOYEES OR WORK, AT ALL TIMES. REMOVE RUBBISH, TOOLS, SCAFFOLDING, AND SURPLUS MATERIALS FROM AND ABOUT THE BUILDING, AND LEAVE WORK AREAS "BROOM CLEAN" OR ITS EQUIVALENT UPON COMPLETION OF THE WORK. CLEAN MECHANICAL EQUIPMENT AND REMOVE TEMPORARY IDENTIFICATION. SS. IN CASE OF DISPUTE, THE OWNER WILL REMOVE THE RUBBISH AND CHARGE THE COST TO THE CONTRACTOR. TT. BEFORE START -UP. LUBRICATE, CHARGE, AND FILL SYSTEMS AS SPECIFIED AND ACCORDING TO MANUFACTURER'S INSTRUCTIONS. UU. CLEAN, DISINFECT, AND TEST ALL PLUMBING AND PIPING SYSTEMS. VV. PERFORM TESTING, ADJUSTING AND BALANCING IN ACCORDANCE WITH THAT SECTION. WW. OPERATE EQUIPMENT AND SYSTEMS IN ALL THEIR OPERATING MODES, TO VERIFY PROPER OPERATION, PRIOR TO FINAL FIELD OBSERVATION AND OWNER INSTRUCTIONS. XX. PROVIDE ASSISTANCE TO TEST, ADJUSTING AND BALANCING CONTRACTOR BY MAKING ADJUSTMENTS TO SYSTEM AND SYSTEM COMPONENTS REQUIRED FOR ACHIEVING DESIGN PERFORMANCE. YY. IF ACCEPTABLE PERFORMANCE OF ANY TEST IS NOT ACHIEVED, MAKE THE NECESSARY CORRECTIONS AND THE TEST SHALL BE REPEATED UNTIL ACCEPTABLE PERFORMANCE IS ACHIEVED. ZZ. FULLY INSTRUCT THE OWNER'S DESIGNATED PERSONNEL IN THE OPERATION OF EACH MECHANICAL SYSTEM AT THE TIME IT IS PUT INTO SERVICE. PROVIDE INSTRUCTION USING COMPETENT INSTRUCTORS AND FACTORY TRAINED PERSONNEL. AAA.INCLUDE DOCUMENTATION OF INSTRUCTIONS IN THE OPERATION AND MAINTENANCE MANUALS. BBB. SUBMIT COMPLETED BOUND OPERATION AND MAINTENANCE MANUALS TO OWNER INCLUDING SHOP DRAWINGS, WARRANTIES, TEST REPORTS, CERTIFICATIONS, TEST AND BALANCE REPORTS. SYSTEM VAUDATION REPORTS AND RECORD DRAWINGS. SECTION 15025 - DEMOLITION A. FURNISH LABOR, EQUIPMENT. AND MATERIALS REQUIRED FOR CUTTING, DEMOLITION. REMOVAL, PATCHING, AND RESTORATION WORK NECESSARY TO ACCOMPLISH AND COMPLETE ALL DEMOUTION, INCLUDING ANY RELOCATION OR REUSE OF EXISTING MATERIALS, EQUIPMENT. SYSTEMS, AS WELL AS THE DISPOSITION OF SALVAGED MATERIALS OR DEBRIS. B. ACCOMPUSH ALL WORK OF CUTTING, REMOVAL, DEMOLITION, RELOCATION, PATCHING, AND RESTORATION BY USING ONLY MECHANICS SKILLED IN THE TRADE REQUIRED. PROVIDE FOR THE SAFETY OF THE EXISTING BUILDING AND PERSONNEL, AS WELL AS FOR NEW CONSTRUCTION AS A RESULT OF WORK, PROCEDURES. OPERATIONS OR ACTIVITIES UNDER THIS CONTRACT. C. WHERE THE WORK OF REMOVALS, DEMOUTION, CUTTING AND SIMILAR WORK INVOLVES STRUCTURAL CONSIDERATIONS, CONSULT WITH STRUCTURAL ENGINEER. EXERCISE EXTREME CARE TO AVOID DAMAGE AND PRESERVE THE SAFETY OF THE STRUCTURE AND OF ALL PERSONNEL PARTICULAR CARE MUST BE TAKEN WHERE THE DEMOUTION OR REMOVALS OCCUR ADJACENT TO OCCUPIED AREAS. D. UTILIZE COMPETENT AND QUALIFIED TECHNICAL ASSISTANCE TO DEVELOP SAFE METHODS AND TECHNIQUES TO ACCOMPLISH THE WORK, INCLUDING TEMPORARY SHORING AND SUPPORTS, METHODS OF REMOVAL AND OTHER CONSIDERATIONS. DESIGN AND PLACE ALL PERMANENT OR TEMPORARY SUPPORTS TO CARRY ALL LOADS DOWN TO SOUND BEARING. ECTION 15081 - DUCTWORK INSULATION MATERIALS: CONFORM TO MAXIMUM FLAME SPREAD /SMOKE DEVELC RATING OF 25/50 IN ACCORDANCE WITH ASTM E84, NFPA 255 AND 723. B. NFORM TO ASTM STANDARDS FOR "K` VALUE, MOISTURE VAPOR SMISSION, MAXIMUM MOISTURE ABSORPTION, JACKET, INSULA NG NT, AND ADHESIVE. C. MAN ACTURER: SCHULL.ER- MANVILLE 800 SERIES SPIN -GLAS 1. FIBER ( FLEXIBLE /RIGID): SCHULLER- MANVILLE SERIES SPIN S. EQUIVALENT PRODUCTS: CERTAINTEED, KN F. OWEN CORNING. 2. GLASS ER DUCT LINER. FLEXIBLE: SCHULLER -M LLE PERMACO UNACOUSTIC STANDARD. EQUIVALENT ODUCTS: CERTAIN KNAUF, OWENS- CORNING. D. INSTALL IN AC ANCE WITH NAIMA NATIONAL IN LATION STANDARDS. E. DUCTWORK EXPOSED IN MECHANICAL EQUiPMEN ROOMS OR FINISHED SPACES BELOW 10 T ABOVE FINISHED FL FINISH WITH CANVAS JACKET SIZED FOR FI PAINTING. F. EXTERIOR APPUCATIONS: PROVIDE INSU ON WITH WEATHERPROOF VAPOR BARRIER JACKET. COVER WITH C LKED ALUMINUM WATERPROOF JACKET MATH AIMS LOCA ON BOTTOM SIDE OF HORIZONTAL DUCT SECTION. G. SCHEDULE: INSULATION THI ESS R LOCAL CODE OR ASHRAE STANDARD 90.1 -1999, WHICHE I MORE STRINGENT. I i � SECTION 15083 - PIPING INSULAT A. CONFORM TO MAXIMUM FLAME RE 25/50 IN ACCORDANCE WITH TiA B. CONFORM TO ASTM STAND S FOR TRANSMISSION, 4I.AMAUM STORE CEMENT. AND ADffESI VE. C. MIANUFACTURI O n Ll I i` 0 � %..; Y V Cn�_ THAT PIPS rA.S BEEN TESTED um APPL`RNG r Z c 0 /SMOKE DEVELOPED RATING OF r1l E 0 O x cc 0�CI° CIO �- 0 u C U00 U WIII0 ._ um ° cc W O c I� vALir�E, MOI STURE VAPOR - Q mO 0 g l . : i3 - tnN W � °` 00 �O Q c0 g a S s� li �z : !2 ; YO a I it gigs x J; b pp la " 111 9 Oil v z. b ICY= -sKVp p � • iC 6923 AROHITECT J GE & ShP.EMS-i'?C:< I a OF VM r;s6TCtk I SP 15 2005 STANDARD 90.1 -1999, WHICHE I MORE STRINGENT. I i � SECTION 15083 - PIPING INSULAT A. CONFORM TO MAXIMUM FLAME RE 25/50 IN ACCORDANCE WITH TiA B. CONFORM TO ASTM STAND S FOR TRANSMISSION, 4I.AMAUM STORE CEMENT. AND ADffESI VE. C. MIANUFACTURI r7Z� �: "a �• a- VAN C - 4 - F-- C - = r F-- W -0 _ V KNAUF t'^ 0 LLJ _ I :3 vi z �3 ULAR F F ARM STROIVC:. HAAS : t,A►D. WC%A /I4OM - :.E.,► _ � Q � %..; Y N � THAT PIPS rA.S BEEN TESTED um APPL`RNG r 3 /SMOKE DEVELOPED RATING OF r1l 00 4. NFPA 255 AND UL 723. � � Q CO vALir�E, MOI STURE VAPOR - Q N ? °` 00 .:ACKET, INSUUITING r7Z� �: "a �• a- VAN C - 4 - F-- C - = r F-- W -0 _ V KNAUF t'^ 0 LLJ _ I :3 vi z �3 ULAR F F ARM STROIVC:. HAAS : t,A►D. WC%A /I4OM - :.E.,► _ � � %..; Y STANDARDS, T THAT PIPS rA.S BEEN TESTED um APPL`RNG r � V r1l E COII�N A�LATION THROUGH WALLS. S�.E Al PIPE OTHER PE?ETRATIq�..�. FftSH AT SUPPORTS PRO M L: F. PROI FAC�tY FABRICA ASSDII,Y U 4ACKET W I SELF- SEAL"G LAP. AND OM WSH GLASS FABRIC., IO?H ONE M& 7HKX 1FOE BE I EEIAI THREE LA OF 81TIM OU R SU FACE FACED S T1N A POLVES1ER F � L G. 8./1TOO 1 PER LOCAL CODE OR A9RAE i STAN 9Q1 -1999 cS 110E 5 . Is I* ACID OMAN By im j I D By BSS PHIILT pgprc VIER 030mo ACT ol 0� ! S �2 T10NS � f 19 0 ao 0 0 Z O cb W a O CL U z ui 0 z b Q co CID a Co H c� Q CL 0 U SECTION 15100 - PLUMBING PIPING SANITARY & STORM PIPING: ASTM A74 SERVICE WEIGHT. 1. CAST IRON PIPE: ASTM A74 SERVICE WEIGHT, FITTINGS: CAST IRON, JOINTS: HUB- AND - SPIGOT, COMPRESSION TYPE WITH NEOPRENE GASKETS OR LEAD AND OAKUM. 2. CAST IRON PIPE: CISPI 301, HUBLESS. FITTINGS: CAST IRON, JOINTS: NEOPRENE GASKET AND STAINLESS STEEL CLAMP AND SHIELD ASSEMBLIES. ABS PIPE (BELOW GRADE): ASTM D2661, FITTINGS: ABS, JOINTS: SOLVENT WELD, 4. PVC PIPE (BELOW GRADE): ASTM D2665, FITTINGS: PVC, J NTS: SOLVENT WELD WITH SOLVENT CEMENT. 5. OPPER TUBE (ABOVE GRADE): ASTM B88 TYPE "L ", HA MPER ONLY. EXCEPT THESE MATERIALS SHALL NOT BE SED T RECEIVE THE WASTES FROM URINALS NOR WASTES FR W TER CLOSETS IN BATTERY, FITTINGS: CAST BRONZE, R UGHT COPPER, JOINTS: SOLDER, GRADE 50B. B. WATER (PING. 1. COP R TUBING (BELOW GRADE): ASTM B88, TYPE "K SOFT COPP R. FITTINGS: CAST COPPER ALLOY OR WROUG COPPER AND ONZE. JOINTS: BCUP SILVER BRAZE. 2. COPPE TUBING (ABOVE GRADE): ASTM B88, TYPE HARD DRAWN, FITTINGS: CAST COPPER ALLOY OR WROU T COPPER AND BR ZE. JOINTS: SCUP SILVER BRAZE. C. NATURAL GA PIPING. 1. STEEL PIP (BELOW GRADE): ASTM A53 SCHEDU 40 BLACK. FITTINGS: RGED STEEL WELDING TYPE, JOINTS: WELDED, JACKET: P YETHYLENE JACKET OR DOUBLE LA R. HALF -LAPP 10 MIL POLYETHYLENE TAPE. 2. STEEL PIPE ( BOVE GRADE): ASTM A53 SCHE ULE 40 BLACK. 2 INCH AND SM LLER EXPOSED, FITTINGS: MA ABLE IRON, JOINTS: THR DED. 3. STEEL PIPE (A VE GRADE): ASTM A53 SC EDULE 40 BLACK. 2 INCH AND SMAL ER CONCEALED. AND 2 % NCH AND LARGER. FITTINGS: FOR D STEEL WELDING TYPE. DINTS: WELDED D. PREPARE PIPING CO ECTIONS TO EQUIPMEN WITH FLANGES OR UNIONS. E. PROVIDE NON - CONDUC ING DIELECTRIC CO ECTIONS WHEREVER JOINTING DISSIMILAR M TALS. F. INSTALL VENT PIPING P ETRATING RO AREAS TO MAINTAIN INTEGRITY OF ROOF ASS BLY. G. WHERE PIPE SUPPORT ME BERS ARE ED TO STRUCTURAL BUILDING FRAMING. SCRAPE. BRUSH AN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. H. PROVIDE SUPPORT FOR UTI METE IN ACCORDANCE WITH REQUIREMENTS OF UTILITY C MPANIE . I. PREPARE EXPOSED, UNFINISH PIP . FITTINGS. SUPPORTS, AND ACCESSORIES READY FOR FINI P NTING. J. PIPE VENTS FROM GAS PRESSU E EDUCING VALVES TO OUTDOORS AND TERMINATE IN WEATHER PR F HOOD. K. SLEEVE PIPES PASSING THROUG PARTITIONS, WALLS AND FLOORS. L USE GROOVED MECHANICAL CO GS AND FASTENERS ONLY IN ACCESSIBLE LOCATIONS. M. PROVIDE UNIONS DOWNSTRE OF LVES AND AT EQUIPMENT OR APPARATUS CONNECTIONS. N. PROVIDE BRASS MALE ADAP RS EA SIDE OF VALVES IN COPPER PIPED SYSTEM. SOLDER PTERS T PIPE. 0. ESTABUSH INVERT ELEVATI S. SLOPE FOR DRAINAGE TO 1/4 INCH PER FOOT (SMALLER THA 3 INCH PIPE . AND 1/8 INCH PER FOOT (3 INCHES AND LARGER) MI UM. AMAINT GRADIENTS. P. SLOPE WATER PIPING MI IMUM 0.25 PER NT AND ARRANGE TO DRAIN AT LOW POINTS. Q. PROVIDE NEW [SANITA ] [AND] [STORM] R SERVICES. BEFORE COMMENCING WORK C CK INVERT ELEVATI S REQUIRED FOR SEWER CONNECTIONS, CONFI INVERTS AND ENSU THAT THESE CAN BE PROPERLY CONNECTE WITH SLOPE FOR DR AGE AND COVER TO AVOID FREEZING. R. PROVIDE SUPPORT D EQUIPMENT REQUIRED 0 CONTROL EXPANSION AND CONTRACTION PIPING. PROVIDE LOOP PIPE OFFSETS, AND SWING JOINTS. OR XPANSION JOINTS WHERE R IRED. S. PROVIDE HANGER IN QUANTITY AND SPACING QUIRED TO SUFFICIENTLY SU PORT PIPING. SECTION 15110 - ALVES & PLUMBING SPECIALTI S A. IMANUFACTUR S: 1. GATE VAL S (UP TO AND INCLUDING 2 "): ST HAM MODEL 8 - 105, EQUIVALENT BY: HAMMOND. KITZ. MIL UKEE, NIBCO, CRANE. 2. BALL V VIES (UP TO AND INQ_UD NG 2 "): APOLLO 77 -1 /77 -200 SERIES, OR EQU IVALEN T BY: HALM D. KITZ, MILWAi EE, NIBCO, WATTS, CRANE. 3. LY VALVES: MUELLER S TEAM SPECIALTIES SE ES 65/66. OR ,VALENT BY: CENTERLINE, CRANE, HAMMOND. TZ, ]MIL UKEE, NI BCC. 4. S -0 G CHECK V ANES (UP TO AND INCLUDING 2-1/2 ST H AIM M ODEL 8 -309/9-319. OR EQUI BY: ;WA ON D. Ki MiLWAUKEE, NISM. CRANE. , . V ALVES (FOR NA 7kiRAL GAS}: APOL -Q &G-1 OR QU iV ALENT BY. mAMMOND, K! M1LWAJKEE, kIBCO, 6. E MP . AND PRESS, RELIEF VALVE (UP T O 86.000 B ru "N Iu : WATTS 10L MODE: M7 WATER HAM1 ER ARRESTOR: WATTS SERFS 15 REDUCED PREP ZONE k 'RPZ) BIICKFLOW PREVENITER MIl1 SERIES 909 9_ RPZ AiR GAP FI TT1hQ WATTS 909AG 10L RPZ AIR GAP VIEX EI.BOA1It TJA 7 TS 909E (RE"4ED Pi ACQ TO 90SAG IF YID_ VERTICALLY;_ 11. BACICFLON PREbENTM wA TTS SM 12. VACUUM OWAOUM ■AT75 K36 -3 1s' 13, -OWSSURE UCINIG VALVE SAM SERIES L* 10 a . 14. ATMOSPHERIC VACUUM BREAKER: WATTS SERIES 288A 15. HOSE END VACUUM BREAKER: WATTS SERIES 8 16. DIELECTRIC UNION: WATTS SERIES 3000 17. TRAP SEAL PRIMER VALVE: JOSAM B8250, OR EQUIVALENT BY: J.R. SMITH, WADE, ZURN 1. INSTALL APPROVED POTABLE WATER PROTECTION DEVICES ON PLUMBING LINES WHERE CONTAMINATION OF DOMESTIC WATER MAY OCCUR; ON BOILER FEED WATER LINES, JANITOR ROOMS, FIRE SPRINKLER SYSTEMS, PREMISE ISOLATION, IRRIGATION SYSTEMS, FLUSH VALVES, INTERI AND EXTERIOR HOSE BIBS. 2. INSTALL WATER HAMMER ARRESTORS COMPLETE WITH ACCESSIBLE ISOLATION VALVE ON HOT AND COLD WA R SUPPLY PIPING WHERE REQUIRED BY CODE AND PER MANUFACTURERS RECOMMENDATIONS /REQUIREMENTS. INSTALL AIR CHAMBERS ON HOT AND COLD WATER UPPLY PIPING TO EACH FIXTURE OR GROUP OF FIXTURES EACH WASHROOM). FABRICATE SAME SIZE AS SUPPLY IPE OR 3/4 -INCH MINIMUM, AND MINIMUM 18 INCHES LO S 153 - SPRINKLER SYSTEMS A. CONTRACTO SHALL DESIGN AND HYDRAULICALLY CALCUL TE THE NEW AND R OVATION OF EXISTING PIPING SYSTEMS, ANC UDING LOCATION 0 ALL VALVES, DEVICES, AND SPRINKLER HE DS. DESIGN SPRINKLER S STEM PIPING BASED ON HAZARD RATING S OF THE MOST STRING T OF THE REGULATING AGENCIES RESPO SIBLE FOR THIS FACILITY, INCLUDING THE OWNER INSURANCE COM ANY REQUIREMENTS AND THE GOVERNING AUTHORITIES, PE ORM WORK IN ACCORDANCE TH NFPA 13. B. SUBMIT SHOP D WINGS, PRODUCT DATA, AND HYDR UUC CALCULATIONS T AUTHORITY HAVING JURISDICTION, AND OWNER'S INSURANCE UNDE WRITER FOR APPROVAL. SUBMIT ROOF OF APPROVAL TO AR ITECT/ENGINEER. C. EXISTING FIRE PRO CTION SYSTEMS: 1. IN BUILDINGS WI EXISTING FIRE PROTECTION SYSTEMS, THE CONTRACTOR SHA L CLOSELY COORDINATE H WORK WITH THE OWNER TO MINIMI DISRUPTION OF THAT S TE M. 2. NO FIRE PROTECT] SYSTEM IS TO REMAI DEACTIVATED AT THE END OF THE WORK AY UNLESS AGREED T WITH THE PROPERTY OWNER, AND A SUIT BLE FIRE PROTECTIO SCHEME SUCH AS A MANNED FIRE WATCH, HAS BEEN IMPLEME TED AND APPROVED BY THE OWNER. IT I THE CONTRACTOR RESPONSIBILITY TO SEE THAT ALL FIRE P OTECTION SYSTEM ARE FILLED, AND THE SYSTEM FUNCTIONAL B FORE COMPLETI HIS WORK DAY. D. CENTER SPRINKLERS IN CEI NG TILE. DEP DENT UPON SPACING AND COORDINATION WITH CEILING ELEMENTS. E. ENSURE REQUIRED DEVICES RE INSTA D AND CONNECTED AS REQUIRED TO FIRE ALARM S TEM. F. COORDINATE PIPING WITH STIR TURAL, MECHANICAL PIPING AND DUCTWORK, AND ELECTRICAL THIN E BUILDING. PIPING CONFLICTS BETWEEN SYSTEM SHALL BE RE OVED AND REPLACED AT NO COST TO THE OWNER. G. CONDUCT ALL APPLICABLE TESTS A REFERENCED IN NFPA STANDARD 13. ALL NECESSARY SHALL BE CONDUCTED IN CONFORMANCE WITH REQUIREMEN OF NFPA. H. WIRING FOR FLOW SWITCHES, VAL SUPERVISORY SWITCHES, SUPERVISORY PRESSURE SWITCHE ND POWER TO AIR COMPRESSORS WILL BE PROVIDE U DER DIVISION 16. COORDINATE LOCATION OF THESE DEVICES WI TRE ELECTRICAL CONTRACTOR. SECTION 15410 - PLUMBING FIX*URESIAND EQUIPMENT A. MANUFACTURERS: AS INDICA IN TH DRAWINGS B. INSULATION KITS: TRUEBRO, ROCAR, P MBEREX SPECIALTY PRODUCTS. C. RECEPTORS (ROOF/FLOOR RAINS, FLOOR NKS, ETC.) JOSAM, J.R. SMITH. WADE, ZURN. D. FLOOR/WALL CLEANOU TS: JOSAM, J.R. SMI WADE, ZURN. E. PROVIDE BRACKETS, BR S OR REINFORCIN ANGLES AS REQUIRED IN ALL PARTITIONS NOT SUFFICIENT IN THEM LVES TO SUPPORT PLUMBING FIXTURES OR OTHER WALL -HUNG E IPMENT. F. INSTALL EACH FIXTUR WITH CHROME PLATED. 7 GAUGE TUBING TRAP WITH CLEANOUT EASILY REMOVABLE FOR RACING AND CLEANING. G. INSTALL COMPONEN LEVEL, PLUMB AND SECUR _ H. INSTALL AND SECU E FIXTURES IN PLACE WITH w CARRIERS AND BOLTS. I. SEAL FIXTURES T WALL AND FLOOR SURFACES WI SEALANT, COLOR TO MAT FIXTURE - J. MOUNT LEVER TROL FOR HANDICAPPED WATER CL TS ON WIDE SIDE CE TOILET STALL. K. INSULATE 1Af AND SUPPLIES FOR ALL HANDICAPP FIXTURES. L R(XJGH -IN F1 RE PIPING CONNECTIONS IN ACCO2DAN #A TH ]MINIMUM SI S INDICATED IN PLUMBING FIXTURE SCHEDU ON DRAMANGS. M. REVIEW Mi WORK SHOP DR AWINGS. CONFiR1M LOCATION D SIZE OF FIXTURES D OPENIN BEFORE ROUGH -IN AND INSTALEA ON. N. EXPOSED WATER PIPING CHROME PLATED BRASS. 0. PRO SHUT OFF VALVE AND SOLENOID VALVE IN GAS P-Pi G TO EACH CE OF GAS EQUIPMENT. P. PRO TRA&SFORlMERS WHERE REQUIRED. TRAJNz ORlMERS T BE INS T BY GVISION 16. POKIER TO TRANSFORMERS BY Di ON 1 6_ Q PRCfM SENSORS *-%ERE REQkARED. WRING FROM SENSORS T ORME.RS AND SENSORS TO OPERATORS BY EXASlONi 1 5. SECTIDN! 15 732 - PACKAGED ROOF TOP AIR COND_ UNITS - ST A. ACTURERS: LENIINOX YORK. TRANS, CARFAM & T: 1. CoNSTRUC,TIOk: HEAVY GAGE GA. VAhQ!ED STEEL NTH ACRYLIC LACQUER FIINISH, STA/&ESS STEEL FASTENERS. AND SHALT. ►LAVE VNYL COATED FAN GUARD6. THE CIIBOET SMALL BE THERMALLy DILATED WITH 1' TFBCK, 1 1/2 LB. OENSTY SASS F1eER DISULATXX 2. Fit IMAW"ACTURIEWS STANDARD FBI 3. CABINET ACCESS PANELS: COMPRESSOR /CONTROLS /HEATING AREA ACCESS PANELS, BLOWER ACCESS PANEL AND AIR FILTER /ECONOMIZER ACCESS PANEL HINGED WITH TOOL --LESS ACCESS HANDLES, GASKETS ON ALL EDGES FOR TIGHT SEAL, FILTER AND BLOWER ACCESS PANELS HAVE STEEL PANEL INNER LINER WITH INSULATION SANDWICHED IN- BETWEEN. ROOF MOUNTING CURB: FURNISH AND INSTALL A STEEL ROOF MOUNTING FRAME FOR BOTTOM DISCHARGE AND RETURN AIR DUCT CONNECTION. IT SHALL MATE TO BOTTOM PERIMETER OF THE EQUIPMENT. WHEN FLASHED INTO THE ROOF IT SHALL MAK A UNIT MOUNTING CURB AND PROVIDE A WEATHERPROOF DUCT ONNECTION AND ENTRY INTO THE CONDITIONED AREA. C. FAN AND MOTORS: 1. S PPLY FAN: CENTRIFUGAL SUPPLY AIR BLOWER SHALL HA B L BEARINGS AND ADJUSTABLE BELT DRIVE. BLOWER AS EMBLY SHALL SUDE OUT OF UNIT FOR SERVICING. BLO R WH L SHALL BE STATICALLY AND DYNAMICALLY BALANCED 2. CON ENSER FAN: DIRECT DRIVE PROPELLER TYPE CONDE SER FANS SHALL DISCHARGE VERTICALLY. 3. POWE EXHAUST FANS: SHALL BE AVAILABLE FOR ALL ODELS WITH E ONOMIZER. FANS SHALL EXHAUST AIR THROU GRAVITY EXHAU T DAMPERS. D. COILS 1. AIR COIL THE EVAPORATOR AND CONDENSER COILS SHALL BE NON -FER US CONSTRUCTION WITH ALUMINUM FINS MECHANIC Y BONDED TO DURABLE COPPER TUBES EVAPORAT COIL CONDENSATE DRAIN SHALL BE E TENDED OUTSIDE OF THE CABINET. CERTIFY CAPACITIES, P ENSURE DROPS. AND SELECTION PROCEDURES IN ACCORDA CE WITH ARI 410. 2. FOR COASTAL LOCATIONS (WITHIN 10 MILES OF C AST) COILS ARE TO BE C TED WITH A PROTECTIVE TREATM NT SUCH AS MICROGUARD B ADSIL. OR EQUAL. E. FILTERS: DISPOSAB 2 INCH THICK PLEATED MED F. ECONOMIZER 1. ECONOMIZER SECTI N: FURNISH AND INSTA ECONOMIZER COMPLETE WITH RE RN AIR DAMPERS, OU IDE AIR DAMPERS AND CONTROLS. E ECONOMIZER SECTION SHALL PROVIDE FOR THE INTRODUCTION F OUTDOOR AIR FOR INIMUM VENTILATION AND FREE COOLING. DAMPER ACTUATOR HALL BE OPPOSING GEAR DRIVEN WITH A FULLY MODULATING ESIGN. G. DAMPERS 1. OUTSIDE AIR DAMPERS: DAMPERS SHA BE CONSTRUCTED OF EXTRUDED ALUMINUM, H OW CORE. FOIL BLADES WITH RUBBER EDGE SEALS AN ALUMINUM D SEALS. DAMPERS SHALL BE DESIGNED TO ERATE FRO 0 -10OX. DAMPER BLADES SHALL BE GEAR RIVEN AND DESIGNED TO HAVE NO MORE THAN 25 CFM OF AKAGE PE SQUARE FOOT OF DAMPER AREA WHEN SUBJECTED T 2" WG R PRESSURE DIFFERENTIAL ACROSS THE DAMPER. DA PER MO OR SHALL BE SPRING RETURN TO INSURE CLOSIN OF 0 OOR AIR DAMPER DURING PERIODS OF UNIT SHUT DO OR OWER FAILURE. 2. RETURN AIR DAMPERS: DAMP RS HALL BE CONSTRUCTED OF EXTRUDED ALUMINUM, HOLLO C E. AIR FOIL BLADES WITH RUBBER EDGE SEALS AND ALU UM END SEALS. DAMPER BLADES SHALL BE GEAR DRIVE AND DESIGNED TO HAVE NO MORE THAN 25 CFM OF LEAKA PER SQUARE FOOT OF DAMPER AREA WHEN SUBJECTED TO 2" AIR PRESSURE DIFFERENTIAL ACROSS THE DAMPER 3. GRAVITY RELIEF DAMPERS: RES URE OPERATED DAMPERS MADE OF EXTRUDED ALUMINUM SH P VENT BLOW -BACK AND OUTDOOR AIR INFILTRATION URING OFF CYCLE. H. GAS FIRED HEATER 1. INDIRECT GAS FIRED [DIR T FIRED] EATER TYPE: UNIT SHALL HEAT USING NATURAL G FUEL WITH A MINIMUM TWO STAGES OF CAPACITY [SINGLE ST GE OF HEA CAPACITY]. UNIT SHALL BE PROVIDED WITH A G HEATING FU NACE CONSISTING OF AN ALUMINIZED STEEL TUB R HEAT EX LAGER [STAINLESS STEEL TUBULAR HEAT EX( 1 AND INDU D DRAFT BLOWER AND AN ELECTRIC PRESSOR SWITCH [DIFFER TIAL PRESSURE SWITCH] TO LOCKOUT E GAS VALVE U TIL THE COMBUSTION CHAMBER IS PURGED AND COMBUSTON FLOW IS ESTABLISHED. UNIT ALL BE PROVIDED TH A GAS IGNITION SYSTEM CONSISTING AN ELECTRONIC I ITOR TO A PILOT SYSTEM, WHICH NAB BE CONTINUOUS WHEN THE HEATER IS OPERATING. BUT NA SHUT OFF THE PILOT EN HEATING IS NOT REQUIRED [ CTRONIC IGNITION SYSTE WHICH MALL DE- ENERGIZE UP FLAME DETECTION]. UNI SHALL HAVE GAS SUPPLY PIPING TRANCES IN THE UNIT BA FOR THROUGH THE CURB GAS PIPIN REFER TO SCHEDULE ON AIMNGS I. ELECTRIC HEATER L 1. HEATER SHALL BE PROVIDED WITH HEUX WOUND NICHROME ELEMENTS [ N WIRE TYPE ELEMENTS] CONTA S. FUSING WIRED FOR STAGES OF CAPACITY CONTROL PROVIDE A RESETTABLE iGiH TEMPERATURE LIMIT SWATCH AN CAPACITIES AS SHOWN THE SCHEDULE. J. COMPRESSOR I. M ULTIPLE PRESSORS SHALL BE P,ESiLiENTLY MOU TED, HAVVE GVERLO PROTECTION AND CRANKCASE HEATERS TO SECTION 5670 AND SCHEDULE ON DRAWINGS. 2. PROVIDE STV:1 CAPACITY CONTROL BY [HOT GAS BY ] [ CYCL.L COMPRESSORS.] [ CYLINDE UNLOADING.] ( C G MULTI EED COMPRESSORS. K_ AIR C _ CONDENSER 1. C :R-`T JRIVE P!?JP'ELLcR TYPE CONDE NSER FANS SHALL DISCHARGE VERTICALLY. .FAN MO ; 0R SHALL HAVE BALL B+c*%%`vS AND BE PERMANENTLY UBRICAT' ✓ A140 Y LC EL. FANS SHALT HAVE A S.AFc'`r GUARD. THE .SERA L ION SYSTEM SHA M A VE DISCHARGE, SUCTION 0 L*ID ...NE GANGES, HiGH PRESSURE Still T OMES. LOW TC! -ES. DRYERS. A FIREEZESTAT AND FluLL T ARGE- REFER TO SCHEDULE ON DRAWING& 2- ivoVIDE [REFRIGERANT PRIESSjW SNTC HES] [OUTDOOR TH10 TO CYCLE CONDENSER FANS SECT 158 3 - DUCTWOW A. CAM WOW h ACCORDANICE w Tn M ACT'URE n TRtrC r OtB AhO SMACNA NA - H VAC DUCT CONSTRUC70h TAINDARBS - METAL AND FL XNK.L UNILiESS MORE S7RNGENT RE TS ARE M107ED IN LOCAL CODE'S, EL GALVANIZED STEEL BUM ASTM A525 AND AST11 A527 GAL VANkM SIM SHEET. L OCK- FOitlIIING QUALITY, HA1AM G60 ZWIC COATWG OF 1k CONE MICE MTN AS IM ASM STEEL DUCM- AS%. & Ax& D. ALUMINUM DUCTS: ASTM B209; ALUMINUM SHEET, ALLOY 3003 -1-I14. ALUMINUM CONNECTORS AND BAR STOCK: ALLOY 6061 - T6 OR OF EQUIVALENT STRENGTH. E. INSULATED FLEXIBLE DUCTS: MANUFACTURERS: FLEX -AIRE. FLEXMASTER, NORFLEX, THERMAFLEX, WIREMOLD. 2. TWO PLY VINYL FILM SUPPORTED BY HELICALLY WOUND SPRING TEEL MARE; FIBERGLASS INSULATION; POLYETHYLENE VAPOR ARRIER FILM. PRESSURE RATING: 10 INCHES WG POSITIVE D 1. INCHES WG NEGATIVE. MAXIMUM VELOCITY: 4000 FPM. PERATURE RANGE: -10 DEGREES F TO 160 DEGREES F. F. MANUF CTURERS OF FLAT OVAL DUCTS, DOUBLE WALL INSULA D FLAT 0 AL DUCTS, DOUBLE WALL INSULATED ROUND DUCTS: EMCO, UNITED CGILL G. MANUFAC RERS OF TRANSVERSE DUCT CONNECTION SYSTE : DUCTMATE, TDC, WARD. H. INSTALLATI - GENERAL: 1. SUPPORT UCTWORK IN ACCORDANCE WITH SMACNA VAC DUCT CONSTRUC ON STANDARDS - METAL AND FLEXIBLE, CHAPTER 4, HANGERS D SUPPORTS. 2. PROVIDE FIR STOP SYSTEMS FOR PIPE AND DUCT THROUGH PE ETRATIONS OF FIRE- RESISTANCE -R TED ASSEMBLIES. 3. DUCT HANGERS SHALL NOT ATTACH TO BOTT CHORD OF STEEL JOIST OR METAL ROOF DECKING. ATTACH TO OP CHORD OF STEEL JOIST. 4. CONNECT DIFFUSE S OR LIGHT TROFFER B00 TO LOW PRESSURE DUCTS IRECTLY OR WITH 3 FEE TO LENGTH OF FLEXIBLE DUCT ELD IN PLACE MATH S AP OR CLAMP. I. PROTECTION: DURING C STRUCTION, PROVID TEMPORARY CLOSURES OF METAL OR TAPED PO YETHYLENE ON OP DUCTWORK TO PREVENT CONSTRUCTION UST FROM ENTERI G DUCTWORK SYSTEM. J. CLEANING: 1. CLEAN DUCT SYSTEM AN FORCE AIR AT HIGH VELOCITY THROUGH DUCT TO REMOVE ACCUM LATED DU TO OBTAIN SUFFICIENT AIR, CLEAN HALF THE SYSTEM T A 71M PROTECT EQUIPMENT WHICH MAY BE HARMED BY EXCE IVE DIR WITH TEMPORARY FILTERS, OR BYPASS DURING CLEANING. 2. CLEAN DUCT SYSTEMS WITH IGH OWER VACUUM MACHINES. PROTECT EQUIPMENT WHICH Y BE HARMED BY EXCESSIVE DIRT WITH FILTERS, OR BYPASS DU G CLEANING. SECTION 15820 - DUCTWORK ACCV$SORIES A. FIRE AND SMOKE DAMPERS: 1. MANUFACTURERS: CESCO, EENH CK, NAILOR, POTTORFF, PREFCO. RUSKIN. SAFE -AIR 2. FABRICATE IN ACCORDAN WITH N A 90A. UL 555. UL 555S. LEAKAGE CLASS II. AND S INDICATE . 3. ACTUATORS: UL USTE AND LABELED SPRING RETURN [PNEUMATIC TYPE SUIT BLE FOR OPER TION ON 0 -20 PSIG INSTRUMENT AIR.] [E TRIC TYPE SUIT LE FOR 120 VOLTS. SINGLE PHASE, 60 H [ELECTRIC TYPE UITABLE FOR 24 VOLTS. DC.] [PROVIDE END WITCHES TO INDICA DAMPER POSITION.] LOCATE DAMPER OP ATOR ON [INTERIOR [EXTERIOR] OF DUCT AND LINK TO DAMP OPERATING SHAFT. PROVIDE FOR TESTING OR RESETTING [AT AMPER] [FROM REMO LOCATIONN1 B. PROVIDE BACKDRAFT AMPERS ON EXHAUST FA OR EXHAUST DUCTS NEAREST TO TSIDE AND WHERE INDICA D. SECTION 15830 - FA A. VENT FANS. MAN ACTURERS: COOK, ACME, GR ECK, TRANE, TWIN CITY FAN. B. POWER VENTILA ORS. MANUFACTURERS: COOK, ACME GREENHECK. JENN -AIR, TWI CITY FAN. C. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS SECTION 1585 - AIR OUTLETS AND INLETS A. GRILLES, R GISTERS AND DIFFUSERS: 1. MANU ACTURERS: ANEMOSTAT. KRUEGER. METALAIRE, NA OR, PRI TI TU S. TU TTLE & BAILEY. B. LOU 1. L VIER BY OTHERS.AMEMCAN WARMING AND VENTILATING. 2. ANUFACTURERS: AMERICAN WARMING AND VENTILATING. AR W NITED. CESCO. GREENHEC K, LOUVERS AND DAMPERS, RUSKIN. C. VITY ROOF VENTILATOR MANUFACTURERS: MANUFACTURERS: COOK, GREENHEC K. PENN. D. NECKS 1. 'FABRICATE N ACCORDANCE NTH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLDOBL.E, OF MINIMUM 18 GAGE GALVANIZED STEEL 2. MOUNT ON MINIMUM 12 INCH HI CURB BASE WHERE SIZE EXCEEDS 9 X 9 INCH. SECTION 15950 - TESTING. ADJUSTING, AND BALANCING A. WORK INCLUDES 1. TESTNG, ADJUST1MENT, AND B ALANCING OF [NEW] [AND DOS TTNG] Aid? SYSTEMS, HYDRONIIC SYSTEMS, STEAM SYSTEMS. AIND REFRrcERA SYSTEMS. 2. T OF FINAL OPERATINiG COrID1 T IONl OF H V AC SYSTEMS, B. SERVICES PROVICCD BY QUAUFED PERSONNEL OF IrECHAW.AL CONTRACTOR OR INDEPENDENT QUALIFIED TESTOIG AND BALANCNG AGEINCY- G PERFORM TOTAL SYSTEMM BALANCE IN AtxORDANICE WITH AASC 01ATK hAL STAN IOARDS FOR FIELD MEASUREMENT AND NSTRUI ENTAT1OK TOTAL SYSTEM BALANCE OR HMO PRO CEDURAL STANDARDS FOR TESIWIG SALA[NCWIG AND ADJUS7111ING OF TAL SYSTEM'S D, N0111IFY THAT SYSTEMS ARE COMPLEW AND OPERABLE BEFORE COMIMENc11"G work. E ASR MANDLING SYSTEMS: ADAIST TO 'WITHIN PLUS OR 1000 5 PERCENIT OF DESIGN FOR SiPPLY SYSTEMS AND PLUS OR IRIIINUS 10 PERCENT OF DESKM FOR RETURN AND ADJUST cu l Alit TO WITM 0 TO PLUS 10 PERCEN I C DES F. AIR OUTLETS AND INLETS: ADJUST TOTAL TO WITHIN PLUS 10 PERCENT AND MINUS 5 PERCENT OF DESIGN TO SPACE. ADJUST OUTLETS AND INLETS IN SPACE TO WITHIN PLUS OR MINUS 10 PERCENT OF DESIGN. G. HYDRONIC SYSTEMS: ADJUST TO WITHIN PLUS OR MINUS 5 PERCENT OF DESIGN. H. ADJUST AIR HANDLING AND DISTRIBUTION SYSTEMS TO PROVIDE REQUIRED OR DESIGN SUPPLY, RETURN, OUTSIDE AIR, AND EXHAUST AIR QUANTITIES. 1. TEST EXISTING SUPPLY, RETURN AND EXHAUST SYSTEMS TO BE MODIFIED PRIOR TO CONSTRUCTION. RESET EXISTING BRANCHES SERVING AREAS OF NO WORK TO CONDITIONS PRIOR TO CONSTRUCTION. BALANCE BRANCHES SERVING REMODELED AREAS, TO NEW CONDITIONS. J. ADJUST WATER SYSTEMS TO PROVIDE REQUIRED OR DESIGN QUANTITIES. K. TEST EXISTING WATER SYSTEMS TO BE MODIFIED PRIOR TO CONSTRUCTION. RESET EXISTING BRANCHES SERVING AREAS OF NO WORK TO CONDITIONS PRIOR TO CONSTRUCTION. BALANCE BRANCHES SERVING REMODELED AREAS, TO NEW CONDITIONS. SECTION 16010 - GENERAL PROVISIONS A. WORK CONSISTS OF FURNISHING LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION OF ELECTRICAL WORK SHOWN IN THE CONTRACT DOCUMENTS AND SPECIFIED IN DIVISION 16. B. INCLUDE ALL PARTS AND LABOR. WHICH ARE INCIDENTAL AND NECESSARY FOR A COMPLETE AND OPERABLE INSTALLATION EVEN THOUGH NOT SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. SUCH ITEMS INCLUDE NUTS. BOLTS, ANCHORS, BRACKETS, SLEEVES, OFFSETS IN CONDUIT, FITTINGS, RELAYS, ETC. C. ARRANGE WITH LANDLORD TO PROVIDE TEMPORARY AND PERMANENT UTILITY SERVICES AS REQUIRED AND COORDINATE THEIR INSTALLATION WITH CONSTRUCTION PROGRESS OF THIS PROJECT, PAY ALL FEES AND COSTS CHARGED BY UTILITY COMPANIES FOR UTILITY SERVICES. D. OBTAIN ALL TEMPORARY AND PERMANENT PERMITS AND LICENSES REQUIRED IN CONNECTION WITH THIS DIVISION'S WORK. PAY ALL FEES AND EXPENSES REQUIRED FOR SUCH PERMITS AND LICENSES. E. REQUEST INSPECTIONS AS REQUIRED BY REGULATING AGENCIES AND /OR REGULATIONS. PAY ALL CHARGES FOR INSPECTIONS BY REGULATING AGENCIES OF INSTALLATIONS OF PLANS AND SPECIFICATIONS. F. INCLUDE STATE AND LOCAL SALES TAXES IN THE BID. KEEP ACCURATE RECORDS OF THESE TAXES AND FURNISH SUCH RECORDS TO THE TENANT UPON REQUEST. G. MEET OR EXCEED ALL CURRENT APPLICABLE CODES. ORDINANCES* AND REGULATIONS FOR ALL INSTALLATIONS. PROMPTLY NOTIFY THE ENGINEER, IN WRITING, IF THE CONTRACT DOCUMENTS APPEAR TO CONFLICT WITH GOVERNING CODES AND REGULATIONS. CONTRACTOR ASSUMES ALL RESPONSIBIUTY AND COSTS FOR CORRECTING NON - COMPLYING WORK INSTALLED WITHOUT NOTIFYING THE ENGINEER. H. HIGHER QUALITY OF WORKMANSHIP AND MATERIALS INDICATED IN THE CONTRACT DOCUMENTS TAKES PRECEDENCE OVER THAT ALLOWED IN REFERENCED CODES AND STANDARDS. I. THE TERMS DEFINED BELOW APPLY TO ALL WORK INCLUDED IN DIVISION 16. 1. THE TERM 'WORK' MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS AND INCLUDES ALL OTHER LABOR, MATERIALS, EQUIPMENT AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S OBLIGATIONS. 2. FURNISH - TO OBTAIN IN NEW CONDITION READY FOR INSTALLATION INTO THE WORK. 3. INSTALL - TO STORE, SET IN PLACE, CONNECT AND PLACE INTO OPERATION INTO THE WORK 4. PROVIDE - TO FURNISH AND INSTALL 5. CONNECT - TO BRING SERVICE TO THE EQUIPMENT AND MAKE FINAL ATTACHMENT INCLUDING NECESSARY SWITCHES. OUTLETS, BOXES. TERMINATIONS, ETC. 6. CONDUIT - INCLUDES IN ADDITION TO CONDUIT, ALL FITTINGS. PULL BOXES. HANGERS AND OTHER SUPPORTS AND ACCESSORIES RELATED TO SUCH CONDUIT. 7. CONCEALED -- HIDDEN FROM SIGHT IN CHASES, FURRED SPACES. SHAFTS, HUNG CEILINGS, EMBEDDED IN CONSTRUCTION. IN CRAWL SPACES OR BURIED. & EXPOSED: NOT INSTALLED UNDERGROUND NOR CONCEALED AS DEFINED ABOVE_ J. THE DRAWING AND SPECIFICATIONS CONSTITUTE THE CONTRACT DOCUMENTS. ANY ITEM NOTED IN THE SPECIFICATION OR SHOVM ON THE DRANNGS IS INCLUDED IN THE CONTRACT DOCUMENT& K. ALL ELECTRICAL DETAILS AND DRAWINGS ARE DIAGRAMMATIC, UNLESS SPECIFICALLY NOTED. FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. IN WRITING, PRIOR TO INSTALLATION. L. INITIATE. MAINTAIN AND SUPERVISE ALL SAFETY PRECAUTIONS REQUIRED VATH THIS WORK IN ACCORDANCE WITH THE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND O THER GOVERNING A(ENOES. M. DO NOT REMOVE OR DISTURB ANY ASBESTOS CONTAINING MATERIALS FROM THE PROJECT. IMMEDIATELY STOP WORK AND NOTIFY THE TENANT IF ASBESTOS CONTANCNG MATERIALS ARE SUSPECTED. N. BEFORE SUBM ITTING A PROPOSAL ON THE WORK CONTEMPLATED, EXAMIN THE SITE OF THE PROPOSED WORK AND BECOME THOROUGHLY FAMIUAR VATH ECSTING COND+ TION AND L" TAr►ONS. NO DMA COMPENSATION WALL BE ALLOWED t3EC A4jSE OF ]MISUNDERSTANDING AS TO THE AMOUNT OF WORK iii VOL VEJ NOR BIDDERS LACK OF KNOICEc7GE OF E)OSTING CONDeTIO NS 041CH COULD HAVE BEEN ascOVERED OR REASONABLY AN1101PATED PRIOR T O BiOD6NG- 0. CC*4Du T'S. PIPES. DUCTS. LICr TS. D1:11►CES. SPEA00M ETC.., 9-+OM ON tiE DRAWINGS AS EXISTING HAVE i3L -- L% BASED ON EX)ST#4G PLANTS AND MA NOT BE INSTALLED AS ORIGNA SHOW . IT IS THE CONTRACTORS RE 3 1ONSIBUTY TO VG i THE SITE AND MAKE EXACT ATIOI OF THE OQSTEPOZE. LOCATION AND COMTM OF SUCH FACILITIES Pltllat TO Sil8MIITTVvG A 810. P. CONSULT THE DRZAM4GS AND SPECWXA i PONS OF MECK41rCAL AND OTHER TRADES FOR CORRELATNG 04FORMATM AND LAY OU T WORK SO 7RA T ; T WALL, TE WITH OTHER TRADES. VERY 0111MIEkSIOINS AND CON O TIONS (LE_, F>N> HED CEA.POG rIEIGH T5. FOOTING AND FOUkDATMN E EVANOC, BEA61 OEPTRSS ETC.) 'MTH ?NE AR 09TEC?URAL AND St JCTLAAL. ORAWMIM NOWY THE AROGTECT OF ANY CONFLICT'S THAT CANNOT BE RESOL.VM In TFE FAfM BY AFfECTEO TRADES, LACEIAENT OF WIM DUE TO LAG( OF TM ARID FA&6W TO VF39FY o tS70a COW 1 , %ILL BE COMPLERD AT 010 COST TO THE TENANT - Cr'r C ( 7 c - 0 L Z O M LLJ O 0 W co 00 Z c 'n p �� � � co c 0 x E 0 C L° o m 0 LL C U0() 0 a: c I m0 Ocy) � r., (n CN W o \ Q C) 0 a 0 P w ! r � � W -a PON' all gv •� I lag Imn o��k, "N .11 jb vif he 0 b iS ih " z l�rQ ;v Ni A• = ss � t -,, . 60923 REGISTEREa t oo 6E STATE ; NjrI�"+'DCK OP WArH SEP 15 205 Q 3 Y 00 Z �.�..� C.7 Qltl. 00 co oN- o N _OW L .L *'mWZ3: W �_ W cr W = Q to o in am (n Z 0 3 o o::3 EO Lim; OAAtIMr 8r AM 1 �aEO en► R3SS I DAM �aTo v*R 03ow 1 WmT No O&M snex" I SP -3 I Is Q. INSTALL ALL CONDUIT, CABLE TRAY, BUSDUCT, EQUIPMENT, ETC. ALLOWING PROPER CODE AND MAINTENANCE CLEARANCES AND TO AVOID BLOCKING PASSAGEWAYS AND ACCESS PANELS. R. WHERE WORK MUST BE REPLACED DUE TO THE FAILURE OF THE CONTRACTOR TO VERIFY THE CONDITIONS EXISTING ON THE JOB, SUCH REPLACEMENT MUST BE ACCOMPLISHED AT NO COST TO THE TENANT. THIS APPLIES TO SHOP FABRICATED WORK AS WELL AS TO WORK FABRICATED IN PLACE. S. THROUGHOUT THE COURSE OF THE WORK, MINOR CHANGES AND ADJUSTMENTS TO THE INSTALLATION MAY BE REQUESTED BY THE ENGINEER. THE CONTRACTOR SHALL MAKE ADJUSTMENTS WITHOUT ADDITIONAL COST TO THE TENANT, WHERE SUCH ADJUSTMENTS ARE NECESSARY TO THE PROPER INSTALLATION AND OPERATION WITHIN THE INTENT OF THE CONTRACT DOCUMENTS. THIS DOES NOT INCLUDE WORK ALREADY COMPLETED. T. OBTAIN EXACT LOCATION OF CONNECTION TO EQUIPMENT, FURNISHED BY OTHERS, FROM THE PERSON FURNISHING THE EQUIPMENT. U. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR IN EITHER ONE IS AS BINDING AS IF CALLED FOR IN BOTH. V. INCLUDE THE BETTER QUALITY, GREATER QUANTITY OR HIGHER COST FOR AN ITEM OR ARRANGEMENT WHERE A DISAGREEMENT EXISTS IN THE DRAWINGS AND SPECIFICATIONS. W. GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR AFTER THE FINAL COMPLETION OF THE WORK. X. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE TENANT AND ARCHITECT AND ENGINEER. INCLUDE DAMAGE TO THE FINISH OR THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS. Y. REPLACE ALL RECEPTACLES, SWITCHES, COVERPLATES, ETC., DAMAGED BY ANY CONTRACTOR DURING THE COURSE OF CONSTRUCTION. Z. MATERIALS FURNISHED FOR THE TEMPORARY LIGHT AND POWER SYSTEM REMAIN CONTRACTORS PROPERTY. REMOVE WHEN THERE IS NO LONGER ANY NEED FOR TEMPORARY LIGHT AND POWER. AA. COORDINATE /SCHEDULE ALL WORK WITH THE TENANT TO MINIMIZE ANY DISRUPTIONS. CONFINE ALL INTERRUPTIONS TO THE SMALLEST POSSIBLE AREA. PROVIDE TEMPORARY CONNECTIONS IF REQUIRED TO PROVIDE CONTINUITY OF SERVICE. BB. INSPECT ALL AREAS AFFECTED BY THE INTERRUPTIONS AND RETURN ALL AUTOMATICALLY CONTROLLED EQUIPMENT, ELECTRICALLY OPERATED EQUIPMENT TO THE SAME OPERATING CONDITION PRIOR TO THE INTERRUPTION. CC. NO FIRE ALARM SYSTEMS ARE TO REMAIN INACTIVE AT THE END OF THE WORK DAY. ASSURE THAT THE FIRE ALARM SYSTEM IS OPERATIONAL AT THE END OF EACH WORK DAY. COORDINATE WITH THE LANDLORD. DD. DO NOT DISTURB NORMAL USE OF THE FACIUTY, EXCEPT WITHIN THE IMMEDIATE CONSTRUCTION AREA. KEEP WALKS. DRIVEWAYS, ENTRANCES, ETC. FREE AND CLEAR OF EQUIPMENT, MATERIAL AND DEBRIS. EE. STORE ALL EQUIPMENT AND MATERIAL IN A PLACE AND MANNER THAT MINIMIZES CONGESTION AND IIS APPROVED BY THE TENANT. FF. PROVIDE NEW MATERIAL AND EQUIPMENT, UNLESS NOTED OTHERWISE. PROTECT EQUIPMENT AND MATERIAL FROM DAMAGE, DIRT AND THE WEATHER. GG. PROVIDE THE HIGHEST QUALITY WORKMANSHIP AND PERFORM ALL WORK ONLY BY SKILLED MECHANICS. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, INSTRUCTIONS AND CURRENT NECA STANDARDS. HH. THE TENANT RESERVES THE RIGHT TO REJECT MATERIAL OR WORKMANSHIP NOT IN ACCORDANCE WITH THE SPECIFICATIONS, BEFORE OR AFTER INSTALLATION. 11. PERFORM ALL CUTTING AND PATCHING NECESSARY TO WORK, UNLESS SPECIFICALLY DELEGATED TO THE GENERAL CONTRACTOR. OBTAIN SPECIAL PERMISSION FROM THE LANDLORD BEFORE CUTTING STRUCTURAL MEMBERS OR FINISHED MATERIAL PERFORM ALL PATCHING IN SUCH A MANNER AS TO LEAVE NO VISIBLE TRACE AND RETURN THE AREA AFFECTED TO THE COND111ON OF UNDISTURBED WORK. PERFORM ALL PATCHING BY WORKERS EXPERIENCED, SKILLED, AND LICENSED FOR THE PARTICULAR TYPE OF WORK INVOLVED. INFERIOR WORK WALL NOT BE ACCEPTED. JJ. PATCH ALL HOLES LEFT AS A RESULT OF DEMOLITION OF ELECTRICAL EQUIPMENT AND DEVICES. KK. PREVENT THE SPREAD OF DUST, DEBRIS, AND OTHER MATERIAL INTO ADJACENT AREAS. LL REPLACE ALL CEIUNG TILES DAMAGED DURING INSTALLATION OF WORK, WITH NEW TILE. v; do j MM. REFINISH ALL ELECTRICAL EQUIPMENT DAMAGED DURING SHIPPING AND /OR INSTALLATION TO ITS ORIGINAL CONDITION. REMOVE ALL RUST; a PRIME, AND PAINT PER MANUFACTURER'S RECOMMENDATIONS FOR FINISH EQUAL TO ORIGINAL Z� NN. PAINT ALL NEW RACEWAY SYSTEMS IN EXPOSED FINISHED AREAS. CC W 00. AFTER TESTS HAVE BEEN MADE AND ACCEPTED. CLEAN LIGHT > FIX T'JRES. PANELS AND OTHER EQUIPMENT INSTALLED BY THE tL ' CONTRACTOR, LEAVING TH ENTIRE WORK AREA IN A CLEAN AND a� COMPLETE WORKING ORDER. 0 PP. OPERATE EQUIPMENT AND SYSTFmS IN ALL THEIR OPERATiNG MODES, CC TC VERIFY PROPER OPERATION, PRiOR TO FINAL INSPECTION AND a OWNER. INSTRUCTONS- NOTFY THE ENGINEER, IN WIRITING THAT A; S YSTEM S HAVE BEEN TESTED AN ARE FUNCTIONING AND OPE RATING PROPERLY QQ. INCLUDE DOC U MEN T A T=ON OF ►NS`: L CTIO NS IN THE OPERATION AND IMAINTEINAINCE M^Nt jALS. RR. CAN , K AC TOR 1S RL SP ONSa LE FOR ANY DAMAGE '0 ELz C TRiCAL uj E00 M'N T OR M A - ;R' A� S UNTIL FINAL ACCEPTANCE OF THE ENTIRE 0 PROTEC B Y TrE L% AhT. KEEP ALL EOWPMENT CLE AN MATERIALS � UNTIL. FINAL ACCEPTANCE CE THE ENTIRE PRQ�,ECT BY THE TENANT. z 3 O IO IO + TN 16025 - OEAAOL!TN m A. r"E BUkDkG TO DETERIIMW ACTUAL CONITNONS EXTD%T OF T(1 BIOOW THE PROJEC'. REFER AM CD DETAILS OR CTS T6 THE AR04TECT FOR TNON TO 8111001ING THE DRA S & VEWY THAT F* _n WE AS TS C11RQATNG ARRANGEIEIKTS C4 ARE AS SIrOWk ON DRAVO4M C. VE VY TNA T 111111104G AND T SERVE ONLY ABANDONED ED F d D. BE QENOU T -M LEAKS D STAL LER AC ICIEP 0 0 COORDINATE PHASING OF THE DEMOLITION WORK WITH THE CONSTRUCTION SEQUENCE SCHEDULE. F. DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL. G. COORDINATE UTILITY SERVICE OUTAGES WITH LANDLORD. H. I ENTIFY EXISTING ELECTRICAL EQUIPMENT SUCH AS CONDUITS, BO S, P LLBOXES, CONDUIT BODIES, AND CONDUIT RACKS THAT WILL NE A ITIONAL SUPPORT DUE TO THE DEMOLITION OF THE EXISTING SU PORTS. I. PRO DE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN E STING SYS MS. INCLUDING TELEPHONE AND DATA SYSTEMS, IN SERVI E DURI CONSTRUCTION. WHEN WORK MUST BE PERFORMED 0 ENER ZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIE CED IN SUCH PERATIONS. J. EXISTIN ELECTRICAL SERVICE: MAINTAIN EXISTING SYSTEM N SERVICE UNTIL N W SYSTEM IS COMPLETE AND READY FOR SERVICE. DISABLE SYSTEM NLY TO MAKE SWITCHOVERS AND CONNECTIONS. MINIMIZE OUTAGE RATION. MAKE TEMPORARY CONNECTIONS TO AINTAIN SERVICE I AREAS ADJACENT TO WORK AREA. K. EXISTING FI ALARM SYSTEM: MAINTAIN EXISTING SYS M IN SERVICE UNTIL NEW YSTEM IS ACCEPTED. DISABLE SYSTEM ON Y TO MAKE SWITCHOVER AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM LANDLO D AND LOCAL FIRE SERVICE AT LEAST 4 HOURS BEFORE PART] ILLY OR COMPLETELY DISABLING SYSTE MINIMIZE OUTAGE DURA N. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AR ADJACENT TO WORK AREA. L. EXISTING TELEPH NE /DATA SYSTEM: MAINTAIN EXI TING SYSTEMS IN SERVICE UNTIL N W SYSTEMS ARE COMPLETE AND EADY FOR SERVICE AND ACCEPTED. ISABLE SYSTEMS ONLY TO MA SWITCHOVERS AND CONNECTIONS. NO FY AND OBTAIN PERMISSION ROM LANDLORD AND TELEPHONE UTILITY OMPANY AT LEAST 24 HOU S BEFORE PARTIALLY OR COMPLETELY DIS BLING SYSTEM. MINIMIZE TAGS DURATION. MAKE TEMPORARY C NNECTIONS TO MAINTAIN ERVICE IN AREAS ADJACENT TO WORK REA. M. DEMOLISH AND EXTEND EXISTING ELECTRICAL ORK UNDER THIS SECTION, AND AS INDI TED ON THE DRAWL S. REMOVE, RELOCATE, AND EXTEND EXISTING I STALLATIONS TO A OMMODATE NEW CONSTRUCTION. N. PROVIDE SUPPORTS FOR LL EXISTING EL TRICAL EQUIPMENT THAT WAS SUPPORTED PREVIOU Y BY DEMOU ED WALLS, FLOORS, CEILING OR OTHER STRUCTURES. OVIDE NEW UPPORTS FROM STRUCTURAL MEMBERS NOT SLATED FOR EMOLITION, RIOR TO ANY DEMOLITION. 0. TENANT RESERVES THE RIGH OF FIRS REFUSAL TO OBTAIN MATERIAL SHOWN TO BE REMOVED UND THIS ONTRACT. ITEMS NOT RETAINED BY THE TENANT BECOME THE ROPE OF THE CONTRACTOR AND MUST BE REMOVED FROM THE REMI S. P. DEMOLISH AND REMOVE ALL ELE TR AL SYSTEMS INDICATED FOR DEMOLITION. NO PORTION OF TH SYSTEMS MAY BE ABANDONED IN PLACE. Q. REMOVE ABANDONED WIRING TO RCE OF SUPPLY. R. REMOVE EXPOSED ABANDONED ON IT, INCLUDING ABANDONED CONDUIT ABOVE ACCESSIBLE C LING FINISHES. CUT CONDUIT IN WALLS, FLOORS, OR COLUMNS ACK 0 A POINT WHERE PATCHING CAN BE ADEQUATELY PERFORMED D PA H SURFACES. S. DISCONNECT ABANDONED OU TS AND REMOVE DEVICES. REMOVE ABANDONED OUTLETS IF CO DUIT SERVI ING THEM IS ABANDONED AND REMOVED. PROVIDE BLANK COVER FOR BANDONED OUTLETS, WHICH ARE NOT REMOVED. T. DISCONNECT AND REMO ABANDONED P ELBOARDS AND DISTRIBUTION EQUIPMENT U. DISCONNECT AND REMO ELECTRICAL DEVIC S AND EQUIPMENT SERVING UTILIZATION E UIPMENT THAT HAS EN REMOVED. V. DISCONNECT AND RE VE ABANDONED LUMIN IES. REMOVE BRACKETS, STEMS, H GERS, AND OTHER AC SORIES. W. REPAIR ADJACENT STRUCTION AND FINISHES AMAGED DURING DEMOLITION AND E NSION WORK. X. AIN ACCESS TO EXISTING ELECTRICAL INST TIONS. WHICH REMAIN ACTIVE. ODIFY INSTALLATION OR PROVID ACCESS PANEL AS APPROPRIATE. Y. EXTEND EXISTI INSTALLATIONS USING MATERIALS A D METHODS COMPATIBLE EXISTING ELECTRICAL INSTALLATION . OR AS SPECIFIED. R OCATE AND REROUTE CONDUIT AND IM NG AS REQUIRED FOR CONDUIT CONCEALED IN WALLS OR STRUCTURE B NG ALTERED AS PART OF TH REMODEUNG. MAINTAIN CONTINUITY TO DEVICES IN AND DOWNS EAM OF REMODELED WORK. Z. REROUTE ISTING RACEWAY AND WIRING. WHICH IS EXP D DUE TO REMOVAL EXISTING CONSTRUCTION. CONCEAL NEW RA AY AND 'WIRING D MAINTAIN OPERATION AA. DISPOSE OF FLUORESCENT LAMPS, BALLASTS. AND OTHER ZARDOUS IMATERI S IN ACCORDANCE WITH STATE AND FEDERAL RE TIONS. 138. PRIOR 0 REINSTALLATION OF USED EQUIPMENT. THOROUGHL INSPECT EACH TEM AND REPORT ANY DEFECTS TO THE ENGINEER /AR ITECT IN 'WRITI G. INSTRUCTIONS FOR CORRECTIVE MEASURES WALL BE VEN AT THE ME AND THE CONTRACT AMOUNT ADJUSTED ACCORDINGL IF NO EFECTS ARE REPORTED, THE MATERIAL WILL BE I NCLUDE NDER TH CONTRACTOR'S ONE -YEAR GUARANTEE AS OUTLINED IN SEC ON 16 10. C.C. ELBOARDS: CLEAN EXPOSED SURFACES AND CHECK TIGHTNE OF C IRICAL CONNECTIONS. REPLACE DAMAGED CIRCU BREAKERS D OVIDE CLOSURE PLATES FOR VACANT POSITIONS PROVIDE CIRCUIT DIRECTORY SHOWING REVISED CIRCUITING ARRANGEMENT. DD LUMINARIES: REMOVE EXISTNG LUMINARIES FOR CLEAN!HG. USE M T TO CLEAN ALL EXTERIOR AND INTERIOR SURFACES; RINSE WITH CLEAN WATER AND WA PE DRY. R'EPILACE LAMPS. BALLASTS. AND DEFECT?VE ELECTRICAL PARTS. E;_ INSTALL RELOCATED MATERIAL AND EQUIPM EEI NT AS tkENCA T ED ON THE DRAW P4& SECTION 16M - BASIC MATERIALS AND ME THODS A . ENCASE ALL CONOUCTORS IN A CMT04LMS RACEWAY Sy STEMM. I PROVIDE PULL AND . JNCTION BOXES AS REQUIRED BY T HE WC_ SIZE ALL RACEWAY PER TFE NEC VATH OVERSZE CONDUITS AS IINOk:ATED. PROVNOE MROA 1iN 3/4' CGONW T FOR BRANCH C11RQfi T PROVIDE MAlUM 1/2 CONDUTO, UNNLESS NOTED OTHERU E. 0. PROVIDE EMT FOR ALL COhOUC 1 UNLESS NOTED O THERMSE- PROVIDE CO14CRETE TX>4T STEEL COMPRESqM OR STEEL. SETS+CF" TYPE FtTnNGS COUF%JNGS AND BLISH04 S. GIST OR IOENTOR TVPE OEIACIES ARE NOT ACCEPTABLE- ALL FITTNGS USED ej PLE1rNm APPLICATIONS SHALL. BE RATED FOR SUCH USE - C, PROVIDE AIC OR ATE PVC COMMA FOR SERVICE EN o tANICE CONOMTORS. • 0 to 0 p. PVC CONDUIT MAY BE USED UNDERGROUND OR BELOW CONCRETE SLABS. PROVIDE COATED RIGID STEEL ELBOWS FOR ALL ELBOWS WHERE PVC IS USED. �. PROVIDE FLEXIBLE METAL CONDUIT FOR CONNECTIONS TO TRANSFORMERS, MOTORS AND OTHER VIBRATING PIECES OF EQUIPMENT. PROVIDE LIQUID -TIGHT CONDUIT FOR ALL CONNECTIONS IN (DAMP OR WET LOCATIONS. PROVIDE GROUND TYPE FITTINGS AND GROUNDING CONDUCTOR INSIDE ALL FLEXIBLE CONDUIT. ADJUST CONDUIT SIZE IF REQUIRED. F. PROVIDE RECESSED OUTLET BOXES AND JUNCTION BOXES IN ALL NEW CONSTRUCTION. CONCEAL ALL CONDUIT WORK IN NEW CONSTRUCTION, EXCEPT MECHANICAL ROOMS. CONDUIT AND BOXES IN MECHANICAL ROOMS MAY BE RUN EXPOSED. G. PROVIDE EXPANSION FITTINGS WHERE RACEWAY CROSSES BUILDING EXPANSION JOINTS. H. RUN ALL EXPOSED CONDUIT IN A NEAT, WORKMANLIKE MANNER PARALLEL TO THE BUILDING LINES, TIGHT TO THE WALL AND CEILING SURFACES, AND FIRMLY SUPPORT WITH CONDUIT CLAMPS OR HANGERS. PROVIDE TWO (2) HOLE MOUNTING STRAPS, MINIMUM THREE (3) FEET ON CENTER, FOR ALL SURFACE CONDUIT MOUNTED ON WALLS LESS THAN SIX (6) FEET ABOVE FINISHED FLOOR. PLACE CONDUITS AT LEAST 8" AWAY FROM ALL HOT PIPING AND SURFACES INCLUDING DOMESTIC HOT WATER UNES. I. PROVIDE GALVANIZED CODE GAUGE STEEL JUNCTION AND PULL BOXES WITH SCREW ON COVERS OF TYPE, SHAPE AND SIZE REQUIRED TO SUIT EACH INSTALLATION. PROVIDE GASKETING IN DAMP AND DUSTY LOCATIONS. PROVIDE CAST BOXES IN WEATHERPROOF, VAPOR TIGHT AND EXPLOSION PROOF ENVIRONMENTS. J. PROVIDE 4" BOXES THROUGHOUT. PROVIDE 3 1/2 DEEP BOXES WHERE INSTALLED IN MASONRY, 2 1/2 MINIMUM ELSEWHERE. PROVIDE SINGLE GANG MUD OR TILE RING FOR SINGLE DEVICES. K. MOUNT OUTLETS BOXES IN EXPOSED MASONRY WALLS WITH THE BOTTOM OF THE BOX ON THE TOP OF THE MORTAR JOINT AND THE VERTICAL LINE OF THE BOX EITHER ON THE MORTAR JOINT OR ON THE CENTER LINE OF THE MASONRY UNIT. PLUMB AND ACCURATELY ALIGN ALL WALL OUTLETS IN ROWS. MOUNT CEILING BOXES SYMMETRICAL WITH WALLS, BEAMS AND /OR TILES. MOUNTING HEIGHTS INDICATED ON THE DRAWINGS ARE FROM THE CENTER OF THE OUTLET BOX TO THE FINISHED FLOOR DIRECTLY BELOW THE OUTLET. EXTERIOR HEIGHTS ARE FROM INSIDE ADJACENT DOOR, OR IF NO DOOR, FROM THE FIRST FLOOR ABOVE GRADE, UNLESS NOTED OTHERWISE. L. COORDINATE THE LOCATION OF ALL OUTLETS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS BEFORE INSTALLATION. COORDINATE ALL DOOR SWINGS IN THE FIELD BEFORE LOCATING SWITCHES. M. PROVIDE NEW WIRING DEVICES IN EACH OUTLET INDICATED ON THE DRAWINGS. PROVIDE ALL DEVICES FROM ONE MANUFACTURER. N. APPROVED TOGGLE SWATCH MANUFACTURERS /MODEL NUMBERS: MANUFACTURER 20A/120-277V WALL SWITCHES 1 -POLE 1 -POLE 2 -POLE 3 -WAY 4 -WAY K D MOM. -53gi- %m WZ3 W ILOT W F-- W �O Q (D W D = Q 1 -POLE CONTACT ARROW HAR 1991 1§911 1 5362S IG5362S N/A PASS do SEYMOUS HUBBELL HBL- HBL- HBL- HBL- HBL- HBL- HBL - 5361A 1221 1221PL 1222 1223 1224 1221L 1556 PASS & SEYMOUR 20AC1 20AC1 -RPL 20AC2 20AC3 20AC4 20AC1 -L 1251 0. APPROVED STANDARD RECEPTACLE MANUFACTURERS/IuIODEL NUMBERS: MANUFACTURER 20A 125V STANDARD RECEPTACLES SIMP DUPLEX Z 0 IG 0 �o�� 0 m 0 O LL C U 00 I TAMPER ARROW HART -53gi- %m WZ3 UJ v� � W F-- W �O Q (D W D = Q RESISTANT HUBBELL HB5361 H65362 GF5362 IG5362 5362S IG5362S N/A PASS do SEYMOUS 5361 5362 2097 IG6 N/A N/A SG62 (15 AMP LEVITON 5361A 5362A - - - - - P. PROVIDE NEW COVERPLATES OVER ALL BOXES NTH THE FOLLOWING SPECIFICATIONS: ALL FINISHED AREAS AND UNFINISHED AREAS PROVIDE SMOOTH PLASTIC COVERS, COLOR TO MATCH ADJACENT SURFACE OR AS SELECTED BY THE ARCHITECT. PROVIDE APPROPRIATE COVERS OVER SPECIAL PURPOSE RECEPTACLES. PROVIDE NEW WEATHERPROOF COVERPLATES FOR OUTLETS AND SWITCHES AS INDICATED ON THE DRAWINGS AND FOR ALL EXTERIOR DEVICES. Q. PROVIDE WIRE AND CABLE WITH INSULATION VOLTAGE RATING EQUAL TO OR GREATER THAN THE APPLIED SYSMI -M VOLTAGE. PROVIDE SOUD OR STRANDED COPPER CONDUCTORS WITH TYPE THWN, THHN, OR XHHN INSULATION FOR NO. 12 AWG AND NO. 10 AWG CONDUCTORS. PROVIDE STRANDED COPPER CONDUCTORS WITH TYPE THWN. THHN, OR XHHW INSULATION FOR NO. 8 AWG AND LARGER CONDUCTORS. PROVIDE MINIMUM NO. 12 AWG CONDUCTOR SIZE, UNLESS NOTED OTHERWISE. USE THE MINIMUM CONDUCTOR SIZE WHEN NO SIZE IS INDICATED. ALL CONDUCTORS TO BE COLOR -CODED AS FOLLOWS; 120/208 VOLT SYSTEMS -PHASE A (BLACK), PHASE B (RED). PHASE C (BLUE). NEUTRAL (WHITE). 277 /480 --VOLT SYSTEMS -PHASE A (BROWN). PHASE B (ORANGE). PHASE C (YELLOW). NEUTRAL (WHITE WITH TRACER OR GRAY). GROUNDING SYSTEM (GREEN). R. PRIOR TO TURNING THE BUILDING OVER TO THE OWNER TURN ON ALL EQUIPMENT IN THE BUILDING INCLUDING LIGHTING AND WITH A IutULTIMETER. READ THE CURRENT DRAWN ON EACH HOT LEG OF FEEDER SUPPLYING EACH DISTRIBUTION PANEL IF THE CURRENT IN ANY ONE LEG VARIES MORE THAN 5% (PLUS OR MINUS) FROM THE ARITHMETIC AVERAGE OF THE CURRENT IN ALL THE HOT LEGS, RECONNECT THE BRANCH ORCUITS TO OBTAIN A BALANCED LOADING. S_ PROVIDE FIRE BARRIERS AROUND CONDUIT PIPE, TUBING, BUS DUCTS AND CABLES PASSING THROUGH SMOKE AND FIRE RATED FLOORS AND WALLS. PROVIDE CP 25, 303 AND PSS7904 SERIES BY 3M. OR "FLAME -SAFE" SYSTEM BY THOMAS AND BETTS CORP FOR FIRE SEAS T. MAKE CON NNE C TIONNS TO ALL MGo f'ORS AND EQUIPMENT FURNISHED AND SET iN PLACE BY OTHERS. PROVIDE STAR ;'ERS. MANUAL CONTROLS AND AuXIUARY EQUIPMENT WHERE iN't'ATED iN SCHEDULES AND SPECIFIED HEREIN. PROVIDE ALL DtSCONNEC,T SWATCHES AS INDICATED IN SCHEEDULES. SPECIFIED HEREIN AND REQUIRED BY COOS, CTKA 1 6400 - POWER DISTRIBUTION A. TA& WE , ER;N: CENTER 1. PR- METER SECTX)1 NS CON TAOO G METER ER QUAN AS IINO(CA ON THE DRA111111114GS. 2- PRGv10E ME S RATED 200 3, PROVIDE 3 PHASE, 4 METERS USE ON 1 20/108 VQ,T AW 277/ VOLT, 3 SIISTEMS 07H SEVERN (7) ,iA* METER SOCKETS, BY THE UTUTY COWAhY- 4_ WOUh T A" OF AS SHIOM ON THE ORA111111111roGS II APFQOVM AND IAA CLASS I STEEL. ENCtOSILO E T+C BE TED TO FOGSHEO STEEL FI NI M AND P AiNTED UTH ENAMEL P'RIQTt TO T TO THE JOB SITE_ PROVIDE FUSES OF THE FOLLOWING TYPES (BUSSMAN USED AS REFERENCE): 1. 600 AMPS AND ABOVE: TIME - DELAY TYPE DESIGNED TO HOLD 50OX OF RATED CURRENT FOR A MINIMUM OF 4 SECONDS AND CLEAR 20 TIMES CURRENT IN 0.01 SECONDS OR LESS WITH INTERRUPTING RATINGS OF 200,000 AMPERES RMS SYMMETRICAL AND PEAK LET - THROUGH CURRENT AND ENERGY LET - THROUGH VALUES ESTABLISHED BY U.L. STANDARD FOR CLASS L FUSES. PROVIDE KRP -C FUSES. BELOW 600 AMPS: DUAL - ELEMENT CONSTRUCTION WITH INTERRUPTING RATING OF 200,000 AMPERES RMS SYMMETRIC AND PEAK LET -THRU CURRENT ESTABLISHED BY U.L. STAND D FOR CLASS RK -1 FUSES. PROVIDE LPN- RK /LPS -RK. 3. OTOR CIRCUITS: PROTECT ALL INDIVIDUAL MOTOR CIRCUIT TH FULL LOAD AMPERE RATING (FLA) OF 480 AMPERES L SS WITH DUAL - ELEMENT TIME -DELAY FUSES. PROVIDE L - RK /LPS -RK. PROTECT LARGER HORSEPOWER MOTOR WITH TI E -DELAY FUSES. PROVIDE KRP -C FUSES. PROVIDE U. CLASS RK DUAL - ELEMENT TIME -DELAY FOR ALL OTHER MOTO . 4. MOT R CONTROLLERS: PROTECT NEMA AND IEC STYLE OTOR CON OLLERS WITH DUAL - ELEMENT, TIME -DELAY FUSE TO PRO E TYPE 2 COORDINATION FOR THE CONTROLLER. PROVIDE LPS- K FUSES. 5. PROTE T CIRCUIT BREAKER PANELS WITH U.L. CLASS RK1, CLASS L FUSE . PROVIDE LPN -RK, LPS -RK, OR KRP -C FU S. 6. PROVIDE FUSE SIZES AS INDICATED ON THE DRAM 7. ACCEPTA E MANUFACTURERS: BUSSMAN, FERRAZ SHAWMUT, UTTELFUS OR PRE - APPROVED EQUAL. C. PROVIDE UGH G AND APPUANCE PANELBOARD AS EMBLIES ADHERING TO THE FOLLO NG SPECIFICATIONS: 1. ENCLOSURES CONSTRUCTED OF GALVANIZED ET STEEL OF THICKNESS A REQUIRED BY CODE, WITH ENA LED STEEL TRIM, DISTRIBUTED SING, HINGED STEEL DOORS L CHES, LOCKS AND ADJUSTABLE IM CLAMPS. PROVIDE NEMA ENCLOSURES FOR EXTERIOR LOCA ONS. 2. PROVIDE WELDE METAL FRAME WITH TYPE CIRCUIT DIRECTORY FOR EACH PANE 3. COMPLIANT TO TH FOLLOWING STANDARD : UL 50, UL 67, NEMA PB -1, NFPA 70 A D FED. SPEC W -P -11 C , UL 489, NEMA AB -1, FED. SPEC. - C- 375B /GEN, IEC 57 -1 AND BS 4752. 4. COMPLIANT TO ARTI LE 384 OF THE NE : "UGHTING AND APPLIANCE PANELBO RD". MAXIMUM 42 POLES PER PANELBOARD ASSEM Y. 5. PROVIDE PANELBOARD WITH INTERRU TING RATINGS AS SHOWN ON THE PLANS. 6. PROVIDE 240 VOLT AC ATED PAN OARDS FOR 208/120 AND 240 VOLT AC SYSTEMS. PROVIDE 0/277 VOLT RATED PANELBOARDS FOR 480/ 77 VOLT SYSTEMS 7. PROVIDE TIN- PLATED COP ER BU BARS OR TIN- PLATED ALUMINUM BUS BARS. 8. PROVIDE PROPER LUGS (75 C. INIMUM TEMPERATURE RATING) AND GUTTER SPACE FOR CA SIZE INDICATED ON THE PLANS. 9. PROVIDE ALL PANELS BY THE AME MANUFACTURER. 10. PROVIDE SCREW MOUNTED, E AVED NAMPLATES FOR EACH PANELBOARD. 11. PROVIDE MOLDED CASE, NO -A STABLE, THERMAL - MAGNETIC, QUICK - MAKE, QUICK - BRIE , BO -ON TYPE CIRCUIT BREAKERS. REFER TO THE SCHEDULES ON PLANS FOR SIZES AND QUANTITIES. 12. PROVIDE MULTI -POLE BR AKERS ERE INDICATED ON THE SCHEDULES. HANDLE TI S ON SIN POLE BREAKERS ARE NOT ACCEPTABLE. 13. SERIES RATING OF OR IT BREAKER IS NOT ALLOWED. 14. ACCEPTABLE MANUFA TURERS: a 240 VOLT: SQUA E D TYPE NQOD NF. SIEMENS TYPE S1 SERIES, CUTLER AMMER POW -R -U 1A SERIES, GENERAL ELECTRIC AQ IES. OR PRE -APPR D EQUAL b. 480 VOLT- SQ ARED D TYPE NF, SIE ENS TYPE S2 SERIES. CUTLER HAMM POW -R -UNE 2A SERI S. GENERAL ELECTRIC AE SERIES, PRE - APPROVED EQUAL D. PROVIDE PANEL I TIFICATION LABEL FOR EA PANEL INCLUDING PANEL NAME, VOL GE AND FEEDER. FOR EXAM LE: "HDP -1 -1, 480/277 V. 3 0. WARE, 2 0 C - 4 # 4/0 THWN E. MOUNT PANELBO RDS AND CABINETS TO BUILDIN STRUCTURE OR INTERIOR WALL STRUCTION. MOUNT INDEPEN T OF CONDUIT AND RACEWAYS EN NG BOXES. F. MOUNT PAN ARDS WITH CABINET TOP AT 78" OVE FINISHED FLOOR. G. PROVIDE 3/4 PTY CONDUITS FROM EACH FLUSH M NTED PANELBOARD WHEN THE FLOOR IS ON GRADE. PROVE THREE (3) CONDUITS 1 0 THE CEILING CAVITY ABOVE. WHEN TH FLOOR HAS ACCESSI SPACE BELOW, PROVIDE TWO (2) CONDUI INTO THE C DUNG SP CE ABOVE AND TWO (2) CONDUITS INTO ACCESSIBLE SPACE W THE FLOOR. ENDS SHALL BE CAPPED AN SMALL BE TAGGED BOTH ENDS WITH PERMANENT TAGS H. E QU I PIM T GROUND - SOUDLY GROUND ALL CONDUIT S TEM SWATCH OXES, CABINETS, MOTOR FRAMES. SWATCHGEA.R, I r ANSF ERS, AND ALL OTHER PERMANENTLY INSTALLED QUIPMENT IN A ANCE WITH THE LATEST EDITION OF THE NATION ELEC CAL CODE TO FORM A CONTINUOUS, PERMANENT AN EFFECTIVE NG SYSTEM. BOND EXPANSION JOINTS AND METAL R SAY SEC PROVIOE GROUND CONDUCTOR AS INDICATED ON DRA OR SPECIFIED HEREDL A. PVVW 'ON - CW TOGGLE TYPE MANUAL STARTER SWA TCH TA TWW OVERLOAD PROTE N FOR SINGLE PHASE MOTORS, JhL CONTROL IS "DICATM- PROVIDE EACH SUTCH VATH A 0 T LIGHT 00CATt4G WREN MOTOR IS ON. B. FULL VOLTAGE TYPE STARTERS AND THERMAL O'VERLoAD TE AND EXTERNAL MANUAL RESET FOR ALL THREE - MOTOR& cIVAESS INDICATED 0 EOJP EACH STARTER w 120 VOL COIL. CONTROL POWER TRANSFORMER SELOARY FUSE BLOCK AND FUSS. AUXLJ1ARY CONTACTS AS INDICATED. RED "Ok" PLOT L104T. AND �iAND-O F -AUTOS CONTROL SOTCK PROVIDE CGIMBINA TER CT V*" INDICATED ON 11E PLANS► ACCEPT/1BILE MIMAWAVURIM FOR MAti T1C STARTERS: euu.. 50 &512, SQUARE 0 CLASS 8536 CUTLER HIAMMER, ORAL ELEVRIC. I ECIUMALENT OR PRE- APW -- "%r D EQUAL. SECTION 16500 - LIGHTING A. COMPLY WITH NEC AS APPLICABLE TO THE INSTALLATION AND CONSTRUCTION OF LIGHT FIXTURES. B. PROVIDE UGHT FIXTURES THAT ARE LISTED AND LABELED BY U.L. OR ANOTHER NATIONALLY RECOGNIZED TESTING LABORATORY FOR THE APPLICATION. C. PROVIDE LAMP BALLASTS THAT COMPLY WITH CERTIFIED BALLAST MANUFACTURERS ASSOCIATION STANDARDS AND CARRY THE CBM LABEL D. COMPLY WITH ALL LOCAL, STATE AND FEDERAL ENERGY CODES. E. PROVIDE FIXTURES WITH LAMPS, FOR EACH OUTLET SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. SEE FIXTURES UST ON THE PLAN. F. PROVIDE FLUORESCENT LAMP BALLASTS WITH THE FOLLOWING MINIMUM SPECIFICATIONS 1. PROVIDE U.L UATED AND LABELED, C.B.M. APPROVED BALLAS PROGRAMMED RAPID START TECHNOLOGY TO ENSURE LONGS LAMP UFE. 3. ONLY: PARALLEL -WIRED OPERATION TO ENSURE UGH UT FROM ONE BALLAST EVEN WITH ONE OR TWO PS GUISHED. 4. COMP T FLUORESCENT ONLY: SERIES WIRED LAMP FOR MUL71P LAMP CONFIGURATIONS. AND PLUG -IN AD CONNEC FOR ALL LAMP LEADS 5. CLASS "P" TED WITH THERMALLY ACTIVATE AUTOMATIC RESETTING P TECTIVE DEVICES SEALED IN SING. 6. CURRENT CRIES ACTOR: 1.7 OR LESS 60 HZ MODULATED CURRENT. 7. COMPLY WITH FCC LES PART 18 R IREMENTS GOVERNING ELECTROMAGNETIC AN RADIO FIRE CY INTERFERENCE 8. COMPUES WITH IEEE 58 FOR N STANDING UNE TRANSIENTS. VOLTAGE REGULATION + PE NT, LIGHT REGULATION + 10 PERCENT. 9. BALLAST FACTOR: 0.88 OR I ER. 110. POWER FACTOR: GREATE THAN 5 PERCENT 111. SOUND RATING: "A" 112_ MUWIMUM 5 YEAR TY iNC LUDIN $10/BALLAST LABOR 13. TOTAL HARMON DISTORTION: <20 GREATER THAN 1OX 14. t - ND -OF -LEE SEISING FOR AL` COM T FLUORESCENT t Al.LASTS. G_ APPR FA CTURERS - T8 ELE T RONC 8 Ts 1. AD VA. CE N TIUM PROGRAM RAPID START SMES 2 tihi UGHTING TECHNOLOGiES -, ThAD AMSTAR. SERIES IH.. VIED MANUFACTL`i ERS - COMPACT FL UORESCENT 1 MOTOROLA COLD EDI TION Crti %c = - 2 ROBERTSON � a OSRAW QL1KXTHaMC SERIES 4_ UNNERSAL LIGNIIIG TECHNOLOGIES PER%k r GiE:NTER L PROVIDE LAMPS AS N01ED N JGHT FIXTURE SCHEDME 4L PROVIDE SOLD STATE, SLD -TYPE DIMIME S SLXTIAME FOR WOU NTM 8000 A STANDARD DEPTH FACEPLATE AND FOR OPERAIM ON C 1 NEUTRAL C11RW S. 1 . PIR+GV" 800 VIATTS CAPACITY PER ORiMiER UINILESS NOTED 01s ON CIE PLAN (� Z 0� LU p�N u U) \ 0 �00 d Z 0 E cD �� � � C O x 0 �o�� 0 m 0 O LL C U 00 Q � §(0 (D w0 - I 0� * Lj Ln 0 0 0) u) N %m WZ3 UJ v� � W F-- W �O Q (D W D = Q o �z �3 N f- O ° o 0 E 3!1 ill W VIw w < cat >�� �8W. act 1 W4 � � ' `' - Man X694 pi - IC - 08 6923 RE " ISTE?ED I ARMTSC7 GE SHP_V STATE QF WASR %t -T,^, N SP 15 2005 � row► N�`+' ,CUM 1 0-cocED By am I QATIE PRDtO VE 03006 1 PaOJECT ND OLI • G Is W d Y 00 Q 0� * Lj LL %m WZ3 • W F-- W W D = Q o �z �3 N f- O � row► N�`+' ,CUM 1 0-cocED By am I QATIE PRDtO VE 03006 1 PaOJECT ND OLI • G Is I 2. ACCEPTABLE MANUFACTURERS: LUTRON NOVA T -STAR SERIES OR PRE - APPROVED EQUAL. K. SOLID STATE TYPE TIME SWITCHES. 1. PROVIDE SOLID STATE, PROGRAMMABLE 24 HOUR OR 7 -DAY, ELECTRIC TIME SWITCH WITH FOUR (4) SPST CONTACT RATED 20A AT 240 VOLTS. PROVIDE LONG LIFE LITHIUM BATTERY BACKUP TO MAINTAIN TIME AND MEMORY SETTING DURING A POWER OUTAGE. 2. ACCEPTABLE MANUFACTURERS a. PARAGON EC7000 SERIES b. TORK MODEL DIOO SERIES c. PRE - APPROVED EQUAL PROVIDE LIGHTING CONTACTORS THAT ADHERE TO THE FOLLOWING SPECIFICATIONS, WHERE LIGHTING CONTROL RELAYS OR CONTACTORS ARE CALLED OUT ON THE DRAWINGS: 1. LECTRICALLY HELD RELAY, 30 AMP BALLAST RATED, 20 S GSTEN RATED O 277 VOLTS 2. 2 PO MINIMUM (REFER TO PLANS FOR REQUIRED P ES) 3. INSTALLE N NEMA 1 ENCLOSURE INDOORS, NEM 3R ENCLOSURE OUTDOORS. 4. COIL VOLTAGE: 4VAC. 5. COORDINATE ACCE RIES WITH DIVISI 15'S EMS CONTRACTOR. 6. APPROVED MANUFACTU S: a. SQUARE D CLASS 8903, E 'L' SERIES b. ASCO 917 SERIES c. SIEMENS TYPE CLM d. PRE - APPROVED EQU M. PROVIDE PHOTOELECTRI SWITCH CONTROL WITH A SET OF SPST CONTACTS RATED AT 20 VOLT AC, 1800VA A NEMA 3R ENCLOSURE. 1. UL LISTED. 2. APPRO D MANUFACTURERS: a. ARAGON CW /210 SERIES TORK 2101 SERIES IF USED AS A SENSOR INPUT TO THE LIGHTING CONTROL SY M, PROVIDE PHOTOCELL CONTROLLERS FULLY - COMPATIBLE WITH LIGHTING CONTROL PANELS USED ON THIS PROJECT. REFER TO SECTION 16915. N. PROVIDE ALL HANGERS. RODS. MOUNTING BRACKETS, SUPPORTS, FRAMES, ETC. FOR PROPER AND SAFE FIXTURE INSTALLATION. INSTALL ALL FIXTURES IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND INSTRUCTIONS. 0. PROVIDE FIXTURES COMPLETE WITH ALL AUXILIARIES REQUIRED FOR PROPER, SAFE AND DISTORTION FREE INSTALLATION IN THE VARIOUS CEILING CONSTRUCTIONS IN WHICH THEY APPEAR. COORDINATE CEILING TYPES WITH THE ARCHITECTURAL DRAWINGS AND PROVIDE COMPATIBLE FIXTURES. P. PROVIDE FELT OR FIBERGLASS GASKETS ON ALL INCANDESCENT LIGHTING FIXTURES WHERE NECESSARY TO PREVENT LIGHT LEAKAGE AT THE CEILING UNE. Q. SECURELY SUPPORT ALL LIGHT FIXTURES DIRECTLY FROM BUILDING STRUCTURAL MEMBERS OR 1 1/2 OR LARGER STEEL CEILING FRAMING CHANNELS. USE STEEL CHANNEL EQUIVALENT TO KINDORF #6029 WHERE IT IS NECESSARY TO SPAN THE BUILDING STRUCTURAL MEMBERS FOR FIXTURE SUPPORT. WOOD SUPPORTI WIRES WILL NOT BE ACCEPTABLE, PROVIDE MINIMUM 34 DIAMETER LAG SCREWS WHEN ANCHORING INTO WOOD STRUCTURAL MEMBERS. PENETRATE WOOD STRUCTURAL MEMBERS A MINIMUM OF 2' WITH ALL SCREWS. PROVIDE STEEL OR LEAD, EXPANDABLE TYPE, ANCHORS WITH MINIMUM PENETRATION OF 1 1/2 WHEN ANCHORING TO CONCRETE. WHEN INSTALLING UGHT FIXTURES IN A SEISMIC ZONE, SECURE TO MEET ALL REQUIREMENTS. R. DO NOT SUSPEND ANY CONDUIT, LIGHT FIXTURES, OR BALLASTS FROM METAL ROOF DECK OR FROM THE CEILING SUSPENSION WIRES. SUPPORT ALL LAY -IN FIXTURES INDEPENDENT OF THE CEIUNG SUPPORT SYSTEM. PROVIDE FASTENING CUPS ON EACH CORNER OF EACH FIXTURE IN ACCORDANCE NTH THE APPUCABLE BUILDING CODES. S. EQUIP ALL FIXTURES USING CONDUIT STEMS VNTH BALL SWIVEL HANGERS. IN FINISHED AREAS, PROVIDE CANOPIES FOR THE HANGERS. ,R 0 o� 0 Z O_ Fn W w CL O CL Z O Q m 0 N g F— Ir CL 0 SUPPORT ALL SURFACE MOUNTED FLUORESCENT FIXTURES WITH A iMUM OF ONE HANGER PER FIXTURE PLUS ONE PER ROW. SU T INDIVIDUAL FIXTURES WITH A MINIMUM OF TWO H S. ATTACH TURE HANGERS TO THE CEILING GRID PER _ U. SUPPORT ALL LADED FLUORESCENT FIXTU WITH A MINIMUM OF TWO FIXTURE H S. ATTACH EA ANGAR TO A DEDICATED ANCHOR. LOCATE HANG DIRECTLY OW THE CORNERS OF THE LIGHT FIXTURES. V. WHERE MASTER /SLAVE BOARD/ OARD SWITCHING IS INDICATED, PROVIDE EM -WIRED BALL BETWEEN LIGHT FIXTURES AS RE BY THE L OCAL ENERG E W. WIRE CESSED LAY - IN FIXTURES WITH 6 FEET XIB MET ; ONDUIT VATH TYPE "THHN /THVM VIR'E TO THE OU . T BOX. VIDE GROUNDING TYPE CONNECTORS FOR ALL CONDUIT AND CABLE- X. PROVOE OLT'LET BOXES ADJACENT T TO EACH RECESSED FIXTURE OUTLET IN SUSPENDED CtiuNGS TO PERMIT EACH FIXTURE TO BE ADJUSTED TO FIT CEILJNC PATTERN AND TO PERMT 'FEED THROUGh 'WIRING. Y. A- THE ME OF &,t3S_Ah j AL COMPLETION. ILL._ FIXTURES M44 ST BE IINSTA"ED AND LA1P� WTH NEW L.A� IN AFL rIXTURES COMPLETE NA TH LE N ScS, NI FUSERS. REFLECTORS. LOUVERS AND O , . - R REWRED ACCESSOiOES, Z_ REPLACE ANY D AMAGED REFLE CTORS. DW LOUVERS OR O THER COMPONENT'S AT NO EXPENSE TO rHE 0I111I _ AAl CLEAN ALL FIXTURES FREE OF 04S FUGER PR5hTS, PA&T. ETC. 4R PERF AWNG ANC A")ST IEN r O ALL I ►rYH T1 FIXTURES ACCOROAINCE WT�l +MSTRLACT"OS ISSUED B ?�* EWANEER /TE MT. J1D.IUST ALL DIIRECrlCkI TYPE FIX URE (NTEIaM AND EXTERIOR) AFTER DARK L OOER THE O CTION OF THE ARCKTECT. EINGIINEER. ANO/CIR TDiAN CC. REPLACE ALL OEFECTI'W BALLASTS 074N THE GUARANTEE PEWW AT NO COST TO THE T. DJ NT. FF. IKSTALL TW SOTOTES ADJACENT TO THE SOURCE UGHTW PAIL. MESS SPEY LOCATED Ell E 011 THE PLANS, CG. PROVIDE "NAMEPLATES" A SPECIFIED IN SECTION 16050 FOR ALL CONTACTORS AND TIME SWITCHES. LABEL CONTACTORS AND TIME SWITCHES TO INDICATE LOAD SERVED (E.G.. CANOPY LIGHTS, STORE SI GN, ETC.). SECTION 16535 - EMERGENCY LIGHTING A. PROVIDE AUTOMATIC BATTERY POWERED LIGHTING UNITS AS INDICATED ON THE DRAWINGS. B. PROVIDE EMERGENCY LIGHTING AS SHOWN ON THE PLANS TO ILLUMINATE THE EGRESS CORRIDORS AND OTHER REQUIRED AREAS. REFER TO THE LIGHT FIXTURE SCHEDULE ON THE DRAWINGS FOR TYPES. C. PROVIDE AN INTENSITY OF NOT LESS THAN 1.0 FOOTCANDLE AT THE FLOOR LEVEL ALONG THE PATH OF EGRESS. D. PROVIDE AN EXIT LIGHT AT EACH EXIT AND ALONG THE EGRESS PATH AS REQUIRED. E. CONNECT EMERGENCY LIGHTS TO THE UNSWITCHED BRANCH CIRCUIT(S) IN THE AREA PROVIDE HANDLE -LOCK DEVICE FOR THAT CIRCUIT. SECTION 1 6741 - VOICE AND DATA RACEWAY A. PROVIDE 4" SQUARE BOXES FOR EACH RECESSED OUTLET BOX. PROVIDE 3%" DEEP MASONRY TYPE IN RECESSED MASONRY INSTALLATIONS. PROVIDE MUD OR TILE RING AS REQUIRED FOR ALL BOXES. B. PROVIDE THE FOLLOWING IN ACCESSIBLE CEILINGS AS FOLLOWS: PROVIDE AN EMPTY BOX WITH (1) 3/4" CONDUIT STUBBED INTO CEILING SPACE FOR EACH TELEPHONE OUTLET INDICATED ON THE DRAWINGS: PROVIDE AN EMPTY BOX WITH (2) 3/4" CONDUIT STUBBED INTO CEILING SPACE FOR EACH DATA, VOICE /DATA OR FIBER OPTIC OUTLET INDICATED ON THE DRAWINGS. C. PROVIDE THE FOLLOWING IN INACCESSIBLE CEILINGS (PLASTER, SPLINE, GYPSUM, SECURITY GRID, PLANK, ETC.) AS FOLLOWS: PROVIDE AN EMPTY BOX WITH (1) 3/4" CONDUIT ROUTED TO THE NEAREST TELEPHONE BACKBOARD LOCATION FOR EACH TELEPHONE OUTLET, UNLESS NOTED OTHERWISE ON THE PLANS; PROVIDE AN EMPTY BOX NTH (2) 3/4" CONDUIT ROUTED TO THE NEAREST COMMUNICATIONS CLOSET BACKBOARD LOCATION FOR EACH DATA, VOICE /DATA, OR FIBER OPTIC OUTLET, UNLESS NOTED OTHERWISE ON THE PLANS. e t� li t 9 oog -, I MP& MV, ���1 �1 �� oZ 5 REG:STERW ARG�K- T GEB&D4 `•SHREWDHOCx STATE Or WASP SEP 15206 O MAN By Q U Z o � h� DAM Y p� 00 Lll 0 it I Ih (:) (u 0 c=) N rw - \ �00 • W }- W Z c` � V) Z o Y 0 D E O O ° cx C (1) a 0 W c L.A_ 00 � u O m 3 (DD cc WO cr� m0 NN W 00 0 Q c O MAN By Q COQ 6Y 855 DAM Y p� 00 �i•� o 0 a 00 Z oo N- (:) �o _ NJOW m cm L Z. �-- Q 4W D wZ3 • W }- W � V) Z o Y 0 D F- E 0 O MAN By im COQ 6Y 855 DAM a/15^ PwD vm 034 P'g0"T N4 O&IM i O G. FERiT CEyTt • 0 is 10 • L"! SP -5 J Is