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10-0760 (CONR)
P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number -4 10-000.00760__ Owner: Property Address: 51880 TRADITION TR - TRADITION CLUB ASSOC APN: 770-250-016 - 78505 52ND AVE Application description: NEW COMML - OTHER NON-RESIDENTIAL LA .QUINTA, CA 92253 Property Zoning: GOLF COURSE Application valuation: 425896" Contractor: Applicant: Architect or Engineer: SUN VISTA DEVELOPMENT - P.O. BOX 1144 LA QUINTA, CA 92247 (760)771-4722 �1y ` LiC. No.: 744091 - LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under, provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B License No.: 744091 ontractor- OWNER-BUILDER DEC RATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code:' Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or .that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and, ' the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his.or her own employees, provided that the .improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s),licensed pursuant to the Contractors' State License Law.). I_), I am exempt under Sec. ., BAP.C. for this reason Date:. Owner: CONSTRUCTION LENDING AGENCY a 1 hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). ' Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777=7012 'FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/23/11 CORP WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.- I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 0000179-2009 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California; and agree that, if I should become subject to the workers' compensation provisions of Section ff • 3700 of the Labor Code, I shall forthwith comply with those provisions- - /y'23�// .PPlicant: C!/1 WARNING: FA UR�CURE WORKERS' COMPENSATION CO RAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT '- IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the - .conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnity and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission relatedto the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject. permit to cancellation. I certify that I have read this a )*cation and state that, the above information is correct. I agree to comply'with all city and county ordinances. d state laws relating to building. construction, and hereby authorize representatives of s c/ounty t�er n the above -mentioned -property for inspection purposes. Datea ^23ture (Applicant or Agentl: Application Number . . . . . 10-00000760 ----- Structure Information FITNESS BUILDING •----- Construction Type . . . . . TYPE V, UNPROTECTED. Occupancy Type . . . . . BUSINESS <50 Other struct info CODE EDITION 2007/08 ENERGY FIRE SPRINKLERS OCCUPANT LOAD 96.00 ' PATIO SQ FTG 1121.00 ' ------------ 1ST FLOOR SQUARE FOOTAGE 4989.00 Permit . . . BUILDING PERMIT Additional desc FITNESS BUILDING Permit Fee 1780.•50 Plan Check Fee 1157.33 Issue Date Valuation . . . . 425896 • Expiration Date 11/19/11. Qty Unit Charge Per Extension BASE FEE 639.50 . • 326.00 3.5000 THOU BLDG 100,001-500,000 ---------------- 1141.00 Permit . . MECHANICAL Additional desc . " Permit Fee . . . - 206.00 Plan Check Fee 51.50 Issue bate Valuation 0 Expiration Date 11/19/11 Qty Unit Charge Per Extension BASE FEE 15.00 6.00 -16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 99.00 6.00 11.00.00 EA MECH AH >10K CFM 66.00 4.00 6.5000 EA MECH VENT FAN 26.00 Permit ELEC-NEW COMMERCIAL. Additional desc . Permit Fee . . . . 141.16 P1an.Check Fee 34.79 Issue -Date . . . Valuation 0 Expiration Date 11/19/11 ~ Qty Unit Charge Per Extension BASE FEE 15.00 6308.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 126.16' Permit. PLUMBING Additional desc LQPERMIT Application Number" 10-00000760. Permit. . . . . . . PLUMBING Permit Fee. 229.50 Plan Check Fee 57.38 Issue Date Valuation 0 Expiration Date 11/19/11 Qty Unit Charge. Per Extension BASE FEE 15.00 22.00 6.0000 EA PLB.FIXTURE 132.00 1.00 '15.0000 EA PLB BUILDING SEWER 15.00 . 5.00 6.0000 EA PLB ROOF. DRAIN 30.00 1.00 7.5000 EA ." PLB WATER HEATER/VENT 7.50 1.00 _ 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00." 9".0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 1.00 15.0000 EA PLB GAS METER ---------------------------------------------------------------------------- 15.00 Permit . . .. GRADING PERMIT Additional desc . Permit Fee•15.00 Plan Check Fee .00 Issue Date . . Valuation . .0 - Expiration -Date 11/19/11 " Qty. Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments TRADITION CLUB FITNESS BUILDING 6308 SF GROSS AREA. (4989 SF COND. AREA + 1121 SF.COV. PATIO + 198 SF MECH.-RM) "B" OCCUPANCY. TYPE V -B CONSTRUCTION. 2007 " CODES, 2008 ENERGY. -**PERMIT DOES NOT INCLUDE TEMPORARY POWER, WATER FEATURE, BLOCK WALLS, TRASH'"ENCLOSURE AND SITE LIGHTING.*.* REVISION 1 PLANS SUBMITTED FOR PLAN REVIEW. CONDITIONED AREA,INCREASED 100 SF TO 4989 SF.jANUARY 13, 2011 B HANADA " Other Fees ... . . . . . . ACCESSIBILITY -PLAN REVIEW 115.73 ART IN PUBLIC PLACES -COM 2109.48 BLDG STDS ADMIN (SB1473) - 18.00 DIF CIVIC CENTER - COMM '.00 ENERGY'REVIEW FEE 115.73 DIF FIRE PROTECTION -COMM" ."00 STRONG MOTION (SMI) - COM. 89.44 DIF STREET MAINT PAC -COMM .00 DIF TRANSPORTATION - COMM .00 LQPERMIT LQPERMIT Application Number 10-00000760 Fee summary Charged Paid Credited Due Permit Fee Total 2372.16 .00 .00 2372.16 Plan Check Total 1301.00 500:00. 00 801.00 Other Fee Total. 2448.38. .00 .00 2448.38 Grand*Total 6121.54 500.00 .00 5621.54 C&4 0 Q, // Cl/ �l/a4 X74.4%7/ PQ. BOX 1504 Building 78-495 CALLE TAMPICO Address J\l�(t- Joh LA QUINTA, CALIFORNIA 92253 Mailing Address g—sOs d/% A ul� Cit Zi Tel. CS ctor UI WA Z)-eov cJ Addr7 Cod 1e ? ? APPLICATION ONLY Ile-3ZL6- BUILDING: TYPE CONST. OCC. GRP. A.P. Number gelProject Description Project Description r?fN45S a z State Li ity �. & Classif. Lic. # CNjiLi1 Arch., EngrMA .e��// � Designer Acs S✓4A— Address Tel. V�Qr/L1�S �lrlj( Jcs/� _ y 0 #G' �-3 5 3 Cit-, �L00Zia �� � L c. e o2. LICENSED ONTRACTOR'S DECLARATION I hereby affirm that I am licen der provisions pppf Chapter 9 (commencing with Section 7000) of Division 3 of the es and P� IfeaS�i is�gOde, o,0" xlLcense is in full force and effect. r/ / , 1 OWNER1I LDV(DEFLARATI ON I hereby affir at I am exemp from the Contractor's License Law for the following reason: (Sec. 703 .5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 0 1 am exempt under Sec. B. & P.C. for this reason WORKER'S COMPENSATION DECLARATION hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS'COMPENSATIONINSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such, provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip I = BUILDING DEPARTMENT L�TWAJ Z� ao��' Sq. Ft. No. add Size Stories New ❑ Add ❑ Alter ❑ Plan Chk. Bal. Const. - No. Dw. I I n its Repair ❑ Demolition ❑ Estimated Valuation acid 00 0 PERMIT AMOUNT e Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS J_ 1 ZONE: BY: Minimum Setback Distancws: �_ y L"ii% Front" ack fi r.6 Ert�j 6i� Rear Setback fPtZrri`R 'aL?Pro#: Side Street Setback from . ,R Side Setback from Property Li FINAL DATE INSPECTOR_ Issued by: Validated by:— Validation: YELLOW = APPLICANT Date Permit PINK = FINANCE CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road ¢BERMUDA DUNES 0 rn RANCHO MIRAGE Date 5/3/11 La Quints, CA 92253 � INDIAN WELLS No. 30980 d� PALM QUINTA (760) 771-8515 11�1�INDDIO y7� Owner Tradition Club & Associates APN # 770-250-016 Address 78505 Avenue 52 Jurisdiction La Quinta City La Quinta Zip Permit # Tract # No. of Units Type New Residential Addition Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 78505 Avenue 52 100 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments New address: 5.1-880 Tradition Trail At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: Addition of Sq. Ft. to New Construction EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.97 X 100 S.F. or $297.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Cash/Bob Sturney Check No. Name on the check Telephone Funding Residential By Dr. Sharon P. McGehee Superintendent Fee collected /exe ted by Pat' is Barbuzza Payment Recd ' $o.00 $297.0_0 OverlUnde .r'. Signature If, �. Fr: NOTICE: Pursuant to Government Code Section 6;mthe (1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy Accounting Date 2/11/11 No.. 30932 Owner Tradition Club Associates Address 78-805 Old Avenue 52 City La Quinta Zip 92253 Tract # Type Commercial CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 • (760) 771-8515 _ v�'�IEDSc �4�'ca���I�U�,,•yo . Q BERMUDA DUNES r RANCHO MIRAGE NJ INDIAN WELLS ti PALM DESERT ,y LA QUINTA %INDIO y� O APN # 770-250-016 Jurisdiction La Quinta Permit # No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 51880 Tradition Trail 100 Unit 6 Unit 2 Unit 7 , Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments Addition to new fitness center At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.47 X 100 S.F. or $47.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued.. Fees Paid By CC/Pacific Western Bank - Bob Sturney Check No. 439254 , Name on the check Telephone Funding Commercial By Dr. Sharon P. McGehee Superintendent Fee collected /exempte , by Sh o cGi rey Payment Recd N x$0.00 w $47.00 :-Over/Under ` ~� Signature ar . NOTICE: Pursuant to Government Code Section 66020(d)(1), this 'ill se a to notify you that the 9D -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting P.O. Box 15.04 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA .92253 December 13, 2010 (760) 777-7000 FAX (760) 777-7101 Mr. John Hopkins t Tradition Golf Club 78505 Avenue 52 La.Quinta, CA 92253 SUBJECT: MODIFICATION BY APPLICANT 2010-034 FOR THE TRADITION GOLF CLUB FITNESS CENTER Dear Mr. Hopkins: . The Planning Department hereby approves your request for a minor'modification to Site Development Permit (SDP) 2010-916 to add an additional 100 square feet to the approved fitness --center. The increase in square footage will result in a larger yoga/stretching room. The overall square footage of the fitness center will increase from 5,320 to 5,420: This approval will be forwarded to the Building and Safety Department for their information. If you have any questions regarding the approval of this request, please contact me 9t (760) 777-7125, Sincerely, CES J�� Plahni �6e�re�ctor Attachments C: Yvonne Franco, Assistant Planner Greg Butler,,Building and`Safet partme t f ' � — QI ADD b'-0 FIXED DOOR IOID 51MILAR TO IOTA �— —� TYPE J. 0 RELOCATE WINDOW B. I I I I Q3 MOVE WALL 6'-0' EAST TO WF EASE FLOOR 100 5F. / ®RELOCATE STORA6E 102 4 DOOR 102. Ip ADD TYPE 2 ARCHED OPE IN6 4 FADER TO 5I"MT ROOF. EXI5TINGS STRETCMINS 105 ADD5 TO THE �_ —� L_ YOSA/ STRETCHIN6 101 CEILINGS TO MATCH 1015 ROOM 101. V-6 Vii =1 I ©I I 12 l0�03 I O, w IMANLEVEL-FLAN CONCEPT 5 SCALE: 1/8=1'-O' 1 r . 'r sr 'ROUDLY SERVING THE ININCORPORATED AREAS )F RIVERSIDE COUNTY ,ND THE CITIES OF: 3ANNING , 3EAUMONT :ALIMESA :ANYON LAKE :OACHELLA )ESERT HOT SPRINGS -.ASTVALE VOIAN WELLS V DIO .AKE ELSINORE A QUINTA AENIFEE ADRENO VALLEY 'ALM DESERT 'ERRIS dANCHO MIRAGE tuamoux CSD iAN JACINTO -EMECULA VILDOMAR IOARD .OF WPERVISORS: $OS BUSTER DISTRICT 1 'OHN TAVAGuoNE DISTRICT 2 TEFF SNE DISTRICT 3 !®HN SENOIT ... . DISTRICT 4 'AARION ASHLEY DISTRICT S RNEIMOR COMM FIRE DEPARTMENT. IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd.,*Ste.* #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 " Fax (760) 863-7072 ` www.rvcfiire.org January 20, 2011 CiTy V ;;rA Marsh & Associates, Inc. BUILDI 383 Inverness Parkway Suite 190 ° , DEPT. Englewood, CO 80112 DATERe: Non -Structural Building PlanReviewLAQ-10-BP-035 Tradition Fitness Building 51-880 Tradition Trail ' Fire Department personnel have reviewed and approved the plans you submitted for`the above referenced project.. Please be advised the following conditions apply as a partof the conditions for the issuance of a building permit. 1) Fire Department approval is based upon the 2007 CBC requirements for Group B occupancy. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy. 2) Repair work and/or maintenance using open flame equipment, welding or the use of Class I, II, or III -A liquids are prohibited. '3) The Fire Department is required to set a minimum fire flow for the construction of all. commercial buildings using the procedure established in the 2007 CFC. A fire flow of 1500 gpm for a 2 -hour duration at 20 psi residual operating pressure must be available before any -combustible material is placed on. the job site. 4) The required fire flow shall be available from 1 Super hydrant(s) (6" x 4" x 21/2" x 21/2") spaced not more than 500 apart. All Fire Department Appliances such as hydrants, FDCs and PIVs shall be located on the front access side of the building. PIV and FDC appliances shall not less than 40' from the building or,,more than 200' from an approved hydrant. The following conditions must be met prior to occupancy: t' 5) Whenever, sprinkler overhead mains of 4" size'or larger are provided, the. Riverside County Fire Department requires documentation from'a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and attached lines. Provide appropriate detailed documentation, with a wet stamp and.signature, by the project structural engineer. 6) Install a complete fire sprinkler system per NFPA 13. System plans must be submitted to the Fire Department for review, along with a plan/inspectionfee 7) Install a monitoring system designed in accordance with NFPA 72,` which must include :a . water flow monitor, control valve tamper and continuous monitoring service. System plans_ must be submitted to the Fire Department for review, along with a plan check/inspection fee. L Gate, Power Operated.(driveway/road with poweredgates). , 8) Install Knox key operated switches, with dust cover,'mounted per'recommended standard of'. the Knox Company. Plans must be submitted to the Fire Department for approval of mounting location/position and operating standards. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 9) Operation of the Knox key switch shall simultaneously open and control the gates, for both directions of travel. IQ) Gates shall have either a secondary power supply or an approved manual means to release mechanical control of the gate in the event of loss of primary power. Gates/non-powered, for driveways/roads. 11) Install either Knox Key Lock box or a Knox`Padlock mounted per recommended standard of the Knox Company.. Plans must be submitted to the Fire Department.for approval of mounting location/position and operating. standards. Special forms are available from this office for the ordering of the Key. Switch. This form must be authorized and signed by this office,for the correctly coded system to be purchased. The key's for the gate will.be placed inside these lock. boxes for emergency access. ' 12) Gate entrances shall be at least 2' feet wider than the width of the traffic lane(s) serving that ` gate. All gates providing access from a road to a driveway shall -be located at least 40' feet from the roadway and shall open to allow a vehicle to stop without. obstructing traffic on the road. f Buildings/facilities 13) Install Knox Key Lock box, mounted per recommended standard 'of the Knox Company. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Specialforms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 14) P.rovide.keys to the tenant space for inclusion'in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. Oh .. t er requrrements. 15) Install door hardware and exit signs as per the•2007 CBC 16) Prior.to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plandesignating required fire lanes with appropriate lane . nnintina and/nr cianc 17) Certain designated areas will be required to be maintained as fire lanes and will require approved signs and/or stenciling in red with CVC 22500.1 conspicuously posted. 18) Install portable.fire extinguishers per Title 19, but not less than 2AlOBC in rating. Contact a certified extinguisher company for proper placement and spacing of equipment. 19) This building has not been reviewed or approved for high pile/rack storage. Prior to such use, building(s) shall be approved for high -piled storage (materials in closely packed piles or on pallets, or in racks where the top of storage exceeds 12 feet in height, 6 feet for Group A plastics and certain other hazardous commodities) or aerosols products: High -piled and. aerosol stock shall be approved by the Fire Department prior to materials being stored on site. A licensed Fire Protection Engineer or a Fire Department approved consultant must prepare plans for high -piled storage or aerosol storage in accordance with the 2007 CFTC and NFPA 13, 2002 Edition. 20) Shelving, counters, etc., must, be in place, however, no merchandise may be placed in the. building prior to inspection. 21) Applicant/developer shall be responsible for obtaining aboveground tank permits from both the County Health and Fire Departments. 22) Tanks for the storage of crankcase drainage shall -be installed in accordance with the requirements for Class III liquid storage. Applicant/developer shall be responsible for obtaining underground/aboveground tank permits from both the County Health and Fire Departments. Installation plans, along with a plan check inspection fee, must be.submitted to the Fire Department for review/approval. 23) Comply with Title 19 of the California Administrative Code. , 24) Automatic gate operations are not a part of the Fire Department approval of these plans 25) All fire sprinkler systems, fixed fire suppression systems and alarm plans must be submitted separately for approval prior to construction. Contractors should contact the Planning '& Engineering office for submittal requirements. 26) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12". All addressing must be legible and of a contrasting color with .the background and adequately illuminated to be visible from the street at all hours. 27) Electrical room door shall be posted "ELECTRICAL ROOM" 'on the outside of door. 28) Fire Sprinkler Riser door shall be posted "FIRE RISER" .on the outside of door. 29) Fire Alarm Control Panel door shall be posted"FRCP" on the outside of door. 30) Roof Access door shall be posted "ROOF ACCESS" on the outside of door. - 3 1) oor. 31) Each room with an occupancy load of over fifty people shall. be posted in a conspicuous nlarP nn nn nnnrnvPrl cion 'nPar thr. main writ frnm the rnnm 32) A durable sign stating "This door to remain unlocked during business hours" shall be placed on or adjacent to the front exit doors. The sign shall. be. in letters not less than one inch high . on a contrasting background. 33) No inspections will be performed until Riverside County Fire Department staff has approved the corrected plans. ' Please contact the Fire Department Planning ,& Engineering staff for final inspection prior to occupancy. Applicantlinstaller shall be responsible. to contact .the Fire Department to, schedule inspections. Requests for inspections are. to. be made at least 72 hours in advance and may be arranged by calling -(760) 863-8886. , All, questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760)863=8886: l ..BY Jason Stubble 'Fire Safety Specialist WEDDLE SURVEYING MAPPING, INC. Boundary • Construction • Topographic • Aerial Surveys • ALTA Surveys • GPS- Consulting _ May 21, 2011 y� Mr. Timothy R. Jonsson , Public Works Director / City Engineer 'City of La Quints 78-495 Calle Tampico La Quints, CA 92253-1504 Re: Pad Grade Verification City of La Quints THE TRADITION G.C. FITNESS CENTER - Por. Lot 98 Tract No. 28470-1 MB 263/76-90 _ SDP-2010-916 Tradition Trail @ Peerless Place & Citation CU. - TRADITIONS . APN 770-250-016 Dear'Mr. Jonasson: - We have performed a field survey to determine the vertical location of the Building Pad for the above referenced project. The elevation observed is as follows: PAD (DESIGN) PAD (AS-BUILT) 43.83 43.85 -This field observation is in conformance with the Precise Grading Plan.prepared -by ESSI ENGINEERING, dated 4/5/11,, approved by the City of La Quinta Public Works Department 4/20/11 and the Building Pad horizontal location substantially conforms to the required setbacks and site layout as shown. - Sincerely, vAND _ �O S(/,Q WEDDLE SURVEYING MAPPING, INC.JPO •wFO� _ Q r � No. 5570 rn Exp. 09-30-11 David L. Weddle, President L.S. 5570, exp 09/30/11 P.O. Box 10418 • Palm Desert, CA 92255-0418 77-725 Enfield Lane, Ste. 140 • Palm Desert, CA 92211 • 760.360.5570 E -Mail: WedSury@aol.com • Fax 760.360.5573 , Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A,'Buena Park, CA 90621 (714) 523-0952.Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 s. 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778'). February 1, 2011, Project No: 544-10095 _ .. 11-02-031, • Tradition Golf Club 78505 Old Avenue 55 tel • ..R La Quinta, California 92253 Project: Proposed New Fitness Center.. Tradition Golf Club ...La-Quinta,-California- Subject: Response to the, City of La Quinta Review Comments dated January 27,2011;. ' f Plan Check No.: 10-760 (1st Check) Ref: Geotechnical Investigation report prepared by Sladden Engineering dated June 29, 2010; . Project No.'544-10095, Report No. 10-06.142; ' This letter is submitted in response to comments made by City -of La. Quinta personnel following the review of the above referenced Geotechnical Investigation report., This letter provides our responses to the review comments. The information contained in this letter ''is intended t6 supplement the information presented in the above referenced Geotechnical Investigation report. ' - COMMENTS AND RESPONSES r a The'City of La Quinta-review commerits,are presented below and are followed by our responses: The comments are also presented within Appendix A. " Comment 1: r ; Geotechnical Engineer shall issue'a letter of review'and acceptance;of the grading plan, site, plan, foundation plan and specifications with regards to the design parameters and recommendations noted -in -. the soils report. Response 1: • i We liave'previously reviewed the Precise Grading Plans prepared by Essi Engineering along with the Foundation Plans and Details prepared by The Leffler Group for the new fitness -center proposed for thea ' ..'Tradition Golf Club complex. A letter verifying our review was issued on November 10, 2010.. A copy of the previous review letter is attached to'this memo. February 1, 2011 2Project No. 544-10095 11-02-031 Comment 2: The Geotechnical Engineer shall comment/address the single digit blow counts in borings B1 and B2 to depths down to 25 — 30' and the noted anticipated total settlement of the shallow foundations to be 1" or less coupled with the single digit moisture percentages to have potential to cause long term/differential settlement of the .structure. Please review the noted site preparation for mitigation of long term/differential settlement. Response 2: The generally low blow counts encountered within each of our bores are not considered unusual for the native soil common to the area of the subject site. The native soil 'underlying the site is comprised primarily of generally fine grained silty sand. and sandy -silt that inherently exhibit low sampler penetration resistance and consequently low blow counts even when relatively dense. The laboratory testing performed on relatively undisturbed samples obtained indicated relative_ compaction near. or above 85 percent that is generally considered "competent".native soil throughout Southern California (greater than 85 percent relative compaction or greater. than 85 percent saturation). In addition, the consolidation testing performed on the sample of the native sandy.silt with the lowest density indicated' hydro -collapse potential of only 0.2 percent that is' considered negligible. Although there were a few samples with generally low moisture 'content, the majority of the samples indicated moisture content near or above optimum moisture. The condition of the native soil underlying the site (including the somewhat low blow counts and inconsistent moisture content), were considered in developing the recommendations provided in the referenced report for remedial grading and foundation design. It is not practical or necessary to increase the removal depths to correct the conditions of the deeper native soil. It should be noted that similar removals (3 to 5 feet) were performed throughout the Tradition project site -prior to -the construction of the existing residences and clubhouse complex (over 10 years ago) and we are not.aware-of any issues within the development related to detrimental settlement or inadequate structural support. It is our opinion -that the remedial --grading and foundation design recommendations provided within the referenced report remain appropriate and no revisions are necessary. Sladden Engineering appreciates this opportunity to be of continued service. to you on this project. If you have any questions regarding this memo or the referenced report please contact this office. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson. �E: 5389 Principal Engineer {r.2012 Copies: 2/Tradition Golf Club 2/City of La Quinta City of La Quintaa-Building and Safety Department Plan Check Corrections St Tradition, Fitness Building (Addendum #2) 78-505 Tradition Trail La Quinta,'California Engineer: Russell D. Leffler, PE Plan Check No.: 10-760 (1st check) Date: 1/27/11 Structural - 1. Provide an "F3" footing at the new SSW24X9 panel along shear line 6 for the west side panel. 2. Provide drag tie details and drag trusses (revise truss calculations accordingly) along grid lines B, C, and J, and framing detail/shear transfer detail connection at the flat roof to pitch roof over the Laundry/Storage Room and the Therapy Room 1, grid lines 2 and 5. Geotechnical 3.. Geotechnical Engineer shall issue a letter of review and acceptance of the grading plan, site plan, foundation plan'and specifications with regards to the design parameters and recommendations noted in the soils report. _.. — 4.. _The Geotechnical. Engineer shall-comment/address-the single digit blow counts in. -borings 61 -and B2 to depths down to 25730' and the noted anticipated total settlement of the shallow foundations to be 1" or less coupled with the single digit moisture percentages to have potential to cause long term/ differential settlement -of the structure. Please review the noted site preparation for mitigation of long term / differential settlement. If corrections require revisions to the structural calculations, provide one complete copy of the redlined calculations from this submittal plus two complete, bound copies of the revised calculations for review and approval: Providing only a few supplemental, revised pages will not be accepted and will delay approval of this project. Return all relined structural plans and calculations at resubmittal. Please incorporate requested corrections into plan sets and reprint. Plan Reviewer: John W. Thompson, P.E. Phone No.: 760-834-8860 Fax No.: 760-834-8861 Sladden Engineering 45-090 Golf.Centee Parkway, Suite F, Indio, CA.92201'(760) 772-3893 Fax (760) 772'-3895 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863. 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 November 10, 2010 Project No. 544-10095 10-11-259 Traditions Golf Club 78505 Old Avenue 55 La Quinta, California 92253 Project: Proposed New Fitness Center Tradition Golf Club. La Quinta, California . - -- ,- Ref: Geotechnical—Investigation -report prepared-by-Sladden Engineering- dated=J:une 29; 2010; Project No. 544'10005; Report.No. 10=06-142 Subject:. Precise Grading Plan and Foundation. Plan Review As requested, we have reviewed the Precise Grading Plans prepared by Essi Engineering along with the'Foundation Plans and Details prepared by The Leffler Group for the new fitness center proposed for the Tradition Golf Club. Based on our review,. it is,. our opinion that the recommendations provided in the above referenced Geotechnical Investigation report have been properly incorpozated into. these plans. If you have questions regarding this memo, please contact the undersigned. Respectfully. submitted, SLADDEN ENGINURWG e.-OFESSlp�,q Brett L. Anderso mak,. IQs, ti� Principal Engineer i No. C 45389 ^' Letter/gl {r . Exp'9-30-2012 �y CIVIL FOF CALW Copies: 2/ Tradition Golf Club 2/Marsh & Associates, Inc. f' 8ENTSEN/ HUI ENGINEERING Electrical Engineers 70-141 Sun Valley Drive Rancho Mirage, Ca 92270 <� State Licenses: M12357/E10296 Phone(760)324-7357 Fax (760) 328-0148 !( sr ' CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DA TEZ iD`7lvD Ociober 11; 2010 Electrical plan check correction list for Traditions Item #1 See attached letter from IID Item #2 Removed Item #3 See switchgear elevation sheet E I 0 C T 18 2010 Item #4 See one -line on sheet E1 Item #5 See relay panel RP plus automatic light control sheet E2 BY. Item#6 See attached specifications !( sr ' CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DA TEZ iD`7lvD • • 0 L 1� R -R 1. 1 vowea CO.ACHELLA. VALLEY POWER D1V.ISION 81-600 AVENUE 58 - P,. 0. BOX 1.080 • LA,QUINTA, CALIFORNIA.9.2253-1080 TELEPHONE ,(760) 398-$854 • FAX (760) •391-5999 September A 2010 Bentsen.Engineering Attn: Jack Bentsen 7.0-141 'Sun Val ley Dr. Rancho Mirage, CA. 92270 Subject: Available Short Circuit Current.Caleulationfnr Traditions Fitness Center, at .78 -505 -Old Ave.. 52, Dr., La Quinta, CA for a. Service�Voltage 120/240V, I Phase,, 600A. Panel. Dear Mr. Bentsen: The available Short Circuit Cuitent,atthe secondaryterminals of the traniformer is�8 685 Amps; RMS Symmetrical at 240 volts. This is based upon the, following.information; 1) Transformer size: 50 KVA 2) Transformer impedance: 2.3 % 3) Primary voltage: 7,200 volts 4.) Secondary -voltage: 240 volts 5) High -side KVA available;: 50;400. KVA 6) Transformer connection: N/A 7) No motor -contribution to1aultcurrent. Please contact meshould you have any questions, at (760) 398_5820. Thank You;;,. Z -- /&r os --Carlos Partida "Project Manager CP/ms SECFAU LT. Ltr.Trad ifionsFitness k 1 L TABLE OF CONTENTS TRADITION FITNESS CENTER Division 16-- Electrical' 16010 General Provisions 16110 Conduit and Fittings 16111 Wireway, Gutter, Floor Duct 16120 Conductors 16130 Boxes and Conduit Terminations 16140 Wiring Devices v 16160 Panelboards 16170 Disconnect Switches, Power and Control Devices 16450 Grounding .16470 Switchboards and Motor Control Centers 16500 Light Fixtures • r TRADITION FITNESS CENTER SECTION 16010 ELECTRICAL — GENERAL PROVISIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2 SCOPE OF WORK A.The work under this division of the specifications including all labor, materials and appliances required to furnish and install the electrical work shown on the drawings and herein specified, and except as otherwise distinctly specified. herein shall be complete and ready for use. Work shall include but not be limited'to: F • 1.Furnish and -install all power wiring to all mechanical' equipment. including disconnect switches and/or combination starters when not furnished with the equipment, and connections from the switch to the equipment. Furnish and install all line voltage power wiring to mechanical control cabinets. 2,Furnish and install conduit and wire for voice/data system as indicated on the drawings and specified herein. B.Work Not Included: The following work shall be done under -the Mechanical Division of the Specifications: 1.Mechanical will furnish all line and low voltage conduit, wiring, and control devices used for the control of mechanical equipment not shown on the electrical plans. ' 1.3 EQUAL MATERIALS A.The specifications and drawings, indicate the desired materials as to type and quality. Wherever proprietary names are listed, it shall be interpreted that the words GENERAL.PROVISIONS 16010-1 • TRADITION FITNESS CENTER "or approved equal" follow.. B.The words "or approved equal" shall be interpreted as meaning equal in the opinion of the Architect and the Owner. 1.4 SUBMITTALS AND SUBSTITUTIONS A.Within ten days after award of the• General Contract, the Contractor shall submit a complete list of all material he intends to use on the job. Where materials are specified by description, and no manufacturers names are specified, they need not be listed. • B.Should. the Contractor desire to substitute for specified materials or equipment, he shall submit to the Architect a complete list of the requested substitutions. The request for substitution shall contain complete descrip- tive information as prepared by the manufacturer. Samples for evaluation shall also be submitted upon request_. If, in the Architect's opinion, the. submittal is in variance with that specified or if the information is not sufficiently complete to allow proper evaluation, the substitution will be voided from consideration and • the specified material shall be furnished. 1.5 SHOP DRAWINGS Within ten (10) days after the award of the general contract, the Contractor shall submit to the Architect, for written review, shop drawings of all switchboards, panels, terminal cabinets, UPS system, and all lighting fixtures. The Contractor shall check, correct and indicate approval of these shop drawings prior to submission to the Architect. The Contractor is responsible to provide all items covered by shop drawings in .compliance with all requirements of the contract documents and thus ordering of this equipment is at his option. The intent of early submittal of shop drawings is to attempt to minimize possibilities of misunderstanding or misinterpretation. Unless otherwise specifically directed in the following specifications, the submittal of shop drawings by`the Contrac- tor to the Architect shall be as follows: A.The Contractor shall submit to the Architect eight (8) copies of each shop drawing. All shop drawings received without the Contracto'r's note of approval will be subject to return without reviews. The drawings shall be numbered consecutively. B.The Contractor shall, at his own expense, furnish all shop • GENERAL PROVISIONS 16010-2 • TRADITION FITNESS CENTER drawings, material samples and lists .of materials and equipment he proposes to use, as required in these specifications and/or as called for by the Architect. These shop drawings, samples and lists shall be reviewed and returned to the Contractor within a reasonable period of time after receipt by the Architect. Y C.In the event that shop drawings are rejected by the Architect, they will be so noted and returned to the Contractor for resubmittals. Resubmittals are to be made within a reasonable time. D.If the shop drawings show variations from the contract requirements because of standard shop practice or other reasons, the Contractor shall make specific mention of such variations in order that (if acceptable) suitable action may be taken for proper adjustment of -the Con- tract. The Contractor will not be relieved of the responsibility for executing the work in accordance with the Contract, even though the shop drawings have been reviewed. E.The Architect's review of shop drawings will be for general design and arrangement only, and shall not relieve the Contractor from responsibility for errors of any sort in shop drawings or schedules. The Contractor shall verify and be fully responsible for all dimensions and job site conditions affecting the work, and shall be responsible for furnishing and installing the proper materials required by. the Contract, whether or not indicated on the shop drawings when reviewed. 1.6 REGULATIONS, CODES AND PERMITS A.All work and materials shall be in full accordance with the latest rules of the National Board of Fire Underwriters, any local or state ordinances, the State of California Code of Regulation, Electrical Regulations of the State Fire Marshal and with any prevailing rules and regulations pertaining to adequate protection -and/or guarding of any moving parts or otherwise hazardous locations. B.Nothing in these plans and specifications is to be*construed as permitting work not conforming with these codes. C:Should any changes be necessary in the drawings or specifications to make the work comply with these requirements, the Contractor shall notify the Architect • at once and cease work on all parts of the contract GENERAL PROVISIONS 16010-3 • TRADITION FITNESS CENTER which are affected. D.The Contractor shall apply and pay for all permits required by any of the legally constituted public authorities for the installation or construction of the work included under this Division. The Contractor shall arrange and pay for any inspections or, examinations so required and deliver certificates of all such inspections to the Architect. 1.7. LOCATIONS A.The drawings indicate diagrammatically the desired location or arrangement of conduit runs, outlets, equipment, etc., and are to be followed as closely as possible. Proper judgement must be exercised in executing the work so as to secure the best possible installation in the available space and to overcome difficulties owing to space limitations or interference of structural conditions wherever encountered. It shall be the Contractor's responsibility to verify and coordinate the location of all outlets and lighting fixtures with the architectural, structural and mechanical drawings and with all shop drawings, including casework shop • drawings. Architectural elevations and reflected ceiling plans shall generally take precedence. However, in the event of large variations between architectural and electrical drawings the Architect shall be consulted for instructions. Unless specifically indicated other- wise, all lighting fixtures and/or fixture stems shall be placed symmetrically with respect to the ceiling tile pattern or other architectural ceiling and wall modules. B.Existing conduit and pull box locations are . shown schematically on the drawings as accurately as possible from the information available, but. it shall be the responsibility of the Contractor to locate conduit, stubouts and pull boxes at no' additional cost to the Owner. Routing of existing conduit. runs shall be verified by the Contractor, and it shall be the respon- sibility of the Contractor that any existing conduit runs crossing areas of new construction and/or grading are not damaged in any way. C.In the event changes in the indicated locations or arrangements are necessary due to developed conditions in the buildings' construction or rearrangement of furnishings or equipment, such changes shall be made by the Contractor without extra cost, providing the change •� is ordered before the conduit runs, etc., and/or 'work GENERAL PROVISIONS 16010-4 • TRADITION FITNESS CENTER directly connected to same is installed, and no extra materials are required. 1.8- PROTECTION OF WORK A.The Contractor shall protect all work, materials and equipment from damage from any cause whatever, and shall provide adequate and proper storage facilities during the progress of the work. He shall provide for the safety and good condition of. all work until final acceptance of the work by the Owner, and replace all damaged or defective work, materials, and equipment before requesting final acceptance. B.The Contractor shall be held responsible for the protection' and correction of the work of all trades from smears, splashes, stains or damages that might occur in the process•of the work. 1.9 CLEANING OF EQUIPMENT, MATERIALS AND PREMISES A.The parts of the equipment shall be thoroughly cleaned of dirt, rust, cement, plaster, etc., and all cracks and • corners scraped out clean. Surfaces to be'painted shall be carefully cleaned of grease and oil spots and left smooth, clean and in proper condition to receive paint finish. 1/1- RECORD DRAWINGS A.At the beginning of the project, one blue -line print and one transparent ozalid (reproducible) of each applicable drawing, will be issued by the Architect's office for use in preparing record drawings. B.Record drawings shall be recorded on the.blue-line prints as the project progresses. Upon completion of the work, the Contractor shall transfer the information to the reproducible in a neat, legible manner,. using black ink' only for drawing and signature, and forward it to the Architect's office, unfolded. 1.11 TESTS A.The Contractor shall make any and all tests necessary to satisfy the Owner and the Architect or his represen- tative that he has carried out the true intent and meaning of the Specifications. Should the Contractor refuse or neglect to make the required tests, the Owner, • may make such tests and charge the expense thereof to GENERAL PROVISIONS 16010-5 W • TRADITION,FITNESS CENTER the Contractor to be retained out of full final payment as provided in the "General Conditions" of the Contract. B.Any work showing faults under test, and any work not in accordance with the specifications and the accompanying drawings, shall be made good by the Contractor at his own expense. 1.12 SITE INSPECTIONS A.The Contractor shall carefully examine the site and shall compare the drawings with the existing installations, and shall thoroughly familiarize himself with all existing conditions within the scope of this work. By the act of submitting a bid, the Contractor will be deemed to have made such examination and to have ac- cepted such conditions, and. to have tmade allowance therefore in preparing his bid. 1.13 GUARANTEE A.In addition to the guarantees required in the "General Conditions", all materials and equipment provided and installed under this Division of the Specifications • shall be guaranteed by the Contractor for a period of one year from the date of acceptance of the work by the Owner. Should any trouble develop during this period due to defective materials or faulty workmanship, the Contractor shall furnish all necessary labor and mate- rials to correct the trouble without any cost to the Owner. • 1.14 SAFETY A.Contractor shall be solely and completely responsible for condition of the premises on which the work is performed and for safety of all persons and property on the site during performance of the contract. This requirement shall not limited to normal working hours, but shall apply continuously. B.Contractor shall conform with all governing safety regulations. 1.15 EARTHQUAKE RESTRAINT A.All electrical equipment shall be braced or anchored to resist a horizontal force acting in any direction using the following criteria: GENERAL PROVISIONS 16010-6 • TRADITION FITNESS CENTER Fixed Equipment on Grade: 20% of Operating Weight Fixed Equipment on Structure: 30% of Operating Weight For Flexibly -Mounted Equipment - Use 2x the above values. Simultaneous Vertical Force - Use 1/3x horizontal force. B.Method of anchoring equipment and/or mechanical stops shall be certified by a Structural Engineer, registered in the State of California, as meeting these requirements. This certification shall be submitted by the Contractor to the Architect'. 1.16 PAINTING A.When not already covered under the Painting Section of the Specificati,ons all electrical work exposed to view which is not prefinished or for which other finishing instructions are not given, shall be painted in accor- dance with the Painting•Section of the Specifications to match surroundings. Work to be painted shall include conduit, hangers, outlet boxes, pull boxes, surface metal raceways and similar items 1.17 MISCELLANEOUS IRON WORK A.All miscellaneous iron work required to complete and properly install the electrical work shall be furnished and installed -under this Division of the Specifications. This shall include all supports, pull=in irons, etc. 1.18 GROUNDING A.Regardless of whether or not grounding is specifically shown, noted or detailed on the drawings, the Contractor shall provide grounding to at least meet minimum requirements of the National Electrical Code (current edition). Additional grounding provisions shall be provided in compliance with Section 16450 of this Specification. 1.19 ROOF PENETRATIONS A.Provide suitable roof jacks or pitch pockets wherever conduits penetrate the roof surface to accomplish complete waterproofing complying with the quality of the roof .surface and meeting the highest standards of the roofing trade. • 1.20 MATERIALS IN GENERAL GENERAL PROVISIONS 16010-7 • • TRADITION FITNESS CENTER A.All materials, equipment, parts, etc., provided ,under this Specification shall be new, unless specifically noted to .be reused or relocated. B.All materials, equipment, parts, etc., provided under this Specification shall be in accordance with applicable. portions of the current specifications and/or standards of the American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), Institute of. Electrical and Electronic Engineers (IEEE), National Electrical Manufacturers Association (NEMA), National Fire Protection Association (NFPA) including the National Electrical Code (NEC) -which is ANSI/NFPA Standard 70, and Underwriters' Laboratories (UL). C.All materials, equipment, parts, etc., provided under this Specification shall be Underwriters' •Laboratories (UL) labeled unles's specific approval is obtained, from the Architect to substitute the approval of another recognized independent laboratory, suitable to the Architect and any public agencies having jurisdiction over the project. 1.21 QUALITY ASSURANCE A.Use adequate, numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work of this section. END OF SECTION - GENERAL PROVISIONS 16010-8 TRADITION FITNESS'CENTER SECTION 16110 CONDUIT AND FITTINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified.in this Section. 1.2 APPROVAL AND MARKING A.All raceways shall comply with the requirements of the Underwriter' Laboratories and shall be delivered to the site in standard lengths with each length bearing the manufacturer's trademark or stamp and the Underwriters' label of approval. PART 2 - PRODUCT 2.1 CONDUIT AND FITTINGS A.Rigid steel conduit shall be zinc coated on the exterior and may be zinc or enamel on the interior.- Couplings and locknuts, etc., shall be hot dipped galvanized or sheradized. All couplings, etc., shall be of the threa- ded type only. B.Bushings for standard weight rigid steel conduit shall be' nonmetallic for 1" and smaller. For conduits 1-1/4" and larger, insulated metallic bushings shall be .used. Bushings shall be 0. Z. Electrical Mfg. Co., Type "B" regular type or Type "BL" grounding type. C.Intermediate metal conduit (IMC) shall be rigid, zinc coated steel meeting UL 1242. Couplings, locknuts and bushings for IMC shall be threaded, comparable to those specified for standard weight rigid steel conduit. D.Electrical metallic tubing shall be . galvanized or sheradized. Couplings and connectors shall be galvanized or cadmium plated, steel or die cast, insulated throat and shall be of the compression type. CONDUIT AND FITTINGS 16110-1 • TRADITION FITNESS CENTER Approved fittings are: Manufacturer Connector Coupling Appleton TW -CSI Series TWC-CS Series Appleton 86T Series 95T Series Bridgeport 250 -DCI Series 260 DC Series Regal 601S -606S Series611-616 Series E.Flexible metallic conduit shall be standard or intermediate weight hot dipped galvanized steel and shall have all fittings hot dipped galvanized or sheradized. Fittings shall be the squeeze type. Fittings which use a screw to bind against the tubing will not be accepted. Screw -In "Jake" connectors will be accepted only if the conduit is cut "square". Aluminum flexible conduit is not acceptable under this specification.. F.Neoprene jacketed flexible metallic conduit shall be Type UA, liquid tight. (sealtite). See this section under mandatory application of liquid tight flexible conduit. Fittings shall be equal to Appleton "STN" series. G.Polyvinyl-chloride., (PVC) conduit shall be .rigid heavyweight • type, Schedule 40, complete with PVC fittings.. PART 3 - EXECUTION 3.1 UNDERGROUND CONDUIT INSTALLATION A.All conduits installed underground, regardless of type of material or size, shall be encased with a 3" concrete. envelope. l.Exception: Conduit installed under a concrete slab on grade, may be installed without encasement. B.Underground conduits shall be rigid, Schedule 40 PVC. C.All riser ells and conduit extensions from underground PVC runs shall be rigid steel conduit only. Conduit extensions from rigid steel ells which are exposed shall be rigid steel only. Extensions from rigid steel ells into concealed areas shall be rigid steel or EMT at the contractors option. D.Exposed conduits stubbed up through floor slab into bottom of exposed panels, cabinets or equipment shall be lined up, evenly spaced, and shall be straight and plumb. • Conduits shall be installed at sufficient depth below CONDUIT AND FITTINGS 16110-2 • TRADITION FITNESS CENTER slab to eliminate any part of the bend above top of slab, All conduit* stub -ups shall be wrapped with 20 mil tape from a point 2" below the bottom of slab to. at least 3" above slab. Tape shall be removed after slab has cured. E,All communications and data conduit runs shall be installed with long radius sweeps, and no factory ells shall be permitted. 3.2 ABOVE GROUND CONDUIT INSTALLATION A.' Rigid Steel and Intermediate Metal.Conduit: 1.Rigid steel conduit shall be used where subject to mechanical injury, where installed in concrete, where used exposed on exterior work and where installed exposed on interior work below 8 feet or where suspended. B. Electrical Metallic Tubing: 1.Electrical metallic tubing shall be used for all interior above ground applications except where • noted to be rigid steel or flexible conduit in these specifications or noted otherwise on the. drawings. C. Flexible Steel Conduit: l.Flexible steel conduit shall be used only where noted -on the drawings, where required for connection to motors, etc., or with the approval of the Architect, where necessary due to structural con- ditions. 2.Plastic jacketed flexible metallic conduit shall be used' in lieu of regular flexible conduit in all areas subject to moisture. D. PVC Conduit: 1. PVC conduit shall not be used above grade. 2.Connections, bending cutting, and installation shall be as recommended by the manufacturer. E.All conduit of every type, used for electrical systems of 110 volts to ground or higher, shall have a copper • ground wire installed therein. See section 16450 for CONDUIT AND FITTINGS 16110-3 • TRADITION FITNESS CENTER sizing of ground wire. F.Conduit shall be concealed, unless otherwise indicated. All conduit runs exposed to view, except those in attic spaces, shall be installed parallel, or at right angles to structural members, walls, or -lines of the building. G.Conduit shall be kept at least 6" from the covering on hot water and steam pipes, and 18" from the covering on flues and breechings. The. open ends of all conduit shall be kept closed with approved conduit seals during the construction of the building. Use approved conduit' unions where union joints are necessary. Running threads will not be permitted. H.Conduit bends, other than factory ells, shall have radius of not less than 10 times the internal diameter. of the conduit. I.1" and smaller conduits above metal lath ceilings or other non -accessible ceiling supported on channels shall be. tied to the ceiling channels. 1-1/4" and larger conduits above such ceilings shall `be suspended with pipe hangers or pipe racks or shall be secured to the superstructure with pipe straps. Conduits in metal lath or steel stud partitions shall be tied to the furring channels or. the studs. In ceiling spaces and in partitions, the wires shall be spaced no more than 5 ft. apart and shall hold the conduit tight against the channels and studs at the point of tie. Tie wire shall be 16 gauge galvanized double annealed tie wire. J.Conduits 1" and smaller above suspended modular ceilings such as the tee bar, duo flex and similar ^ceiling systems shall be supported with spring steel clips, manufactured for that specific purpose, from the ceiling suspension wires or from_ separate wires provided specifically for conduit suspension. Support and attachment shall reasonably restrict lateral movement as well as provide vertical support. Conduits and attachments _shall be placed so as not to interfere with upward displacement of removable ceiling tile. K.Outlet boxes above accessible suspended ceilings may be supported by devices manufactured, for the purpose from the main ceiling members if they are placed so they do not interfere with either the installation of recessed lighting fixtures or the removal of ceiling tile. • L.Conduit in ceiling spaces above ceilings constructed of wood CONDUIT AND FITTINGS 16110-4 • TRADITION FITNESS CENTER and in wood stud walls shall be supported with factory made.pipe straps or shall be suspended with pipe hangers or pipe racks. The pipe straps shall be attached to and shall hold the conduit tight at the point of support against the ceiling rafters and wall studs, or to 2" x 4" headers fitted between the joists or wall studs. M.Conduit placed against concrete or masonry above ground shall be fastened to the concrete with pipe straps or one -screw conduit clamps attached to the concrete by means of expansion anchors and screws. N.Pipe hangers for individual conduits shall be factory made, consisting of a pipe ring and threaded suspension rod. The pipe ring shall be malleable iron, split and hinged, or -shall be springable wrought steel. Rings shall be bolted to or interlocked with the suspension rod socket. Rods shall be 3/8" for 2" conduit hangers and smaller and shall be 1/2" for 2-1/2" conduit hangers and larger. O.Pipe racks fo,r groups or parallel conduits shall be constructed of unistrut (or similar material) of length as required, suspended on threaded rods and secured thereto with nut above and below the cross bar. All stacked one on top of the other. Conduits may be tiered on the same hanger provided that additional cross bars are installed. P.Hanger straps, rods, or pipe supports under concrete shall be attached to inserts set at the time the concrete is poured. Under wood use bolts, lag bolts, or lag screws; under steel joists or trusses use beam clamps. Q.Conduits which are suspended on rods more than 2 feet long shall be rigidly braced to prevent horizontal motion or swaying. R.Factory made pipe straps shall be one -hole malleable iron or two -hole galvanized clamps. S.Conduit shall be supported at intervals not exceeding 10 feet and in all cases with a support not more than 3 feet from the outlet and at any point where it changes in direction. Perforated straps and plumber's tape shall not be used in the support of conduits. T.All-conduits which are installed at this time and left empty for future use or where conductors are to be installed by the representative of the signal system manufacturer • shall have a #12 insulated, copper pull wire or 1/8" CONDUIT AND FITTINGS 16110-5 TRADITION FITNESS CENTER polyethylene rope left in place for future.- use. All empty conduits, including conduit stubs, shall be tagged at all exposed ends with brass tags marked as shown on the drawings. or as directed by the Architect's representative. U.Where conduit passes from one type of' construction to another, or where there is a possibility of "dissimilar movements, a suitable flexible or expansion device shall be installed. V. Openings around'electrical penetrations.through fire- resistant-rated walls, partitions, floors, or ceilings shall be firestopped.using approved methods to maintain the fire resistance rating. END OF SECTION 1 • TRADITION FITNESS CENTER SECTION 16111 WIREWAY AND GUTTER PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified.in this Section. 1.2 RESTRICTIONS ON USE 'Wireways, gutter and surface metal raceways shall be used only for exposed work as defined in the NEC. PART 2 - PRODUCT 2.1 WIREWAY AND AUXILIARY GUTTER A.Wireway and auxiliary gutter shall be steel enclosed. B.Couplings and hangers shall be designed to leave the cover face unimpeded. C.Each run of wireway or auxiliary gutter shall be provided complete with all elbows, tees, offsets, cabinet connec- tors, couplings, hangers, rod hanger- assemblies, end caps, and "any other hardware, fittings and parts required for a complete and proper installation over the general route shown on the drawings. D.Wireway and auxiliary gutter shall be Square'D Co., "Lay -In Duct" or specifically approved equal. 2.2 UNDERFLOOR DUCT A.Underfloor duct shall be installed as indicated on the plans for power and voice/data cables. PART 3 - EXECUTION 3.1 WIREWAY AND AUXILIARY GUTTER A.Wall mounted gutter shall be securely anchored with preset • inserts or suitable backing. WIREWAY AND GUTTER 16111-1 • TRADITION FITNESS CENTER, B.Wireway suspended from the ceiling or roof structure shall be supported at intervals not exceeding 5'-0" on center using 1/4" or 3/8" steel rod. Fittings for _terminating the rod to the structure shall be specifically manufactured for type of surface or structure to which the attachment is made. C.All suspended runs shall be suitably braced to prevent swaying. 3.2 UNDERFLOOR DUCT A.Underfloor duct shall be by Walker and shail be of steel construction, and shall consist of .one #2 duct for power and one #4 duct for voice/data. Junction boxes shall be "casino" design. Duct shall have presets every 24 inches. Contractor shall coordinate layout with final casino machine layout. All power wiring shall,be derated as required by note #8 of NEC "Notes to ampacity tables". END OF SECTION 0 WIREWAY AND GUTTER 16111-2 • TRADITION FITNESS CENTER SECTION 16120 CONDUCTORS PART 1'- GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract; including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2 LUGS A.Furnish and install proper lugs in all panelboards, switchboards, gutters, etc., required to properly terminate every cable. The cutting of cable strands to fit the breaker will not be permitted. Lugs shall be Burndy, ILSCO or approved equal. B.This contractor. shall install the voice/datacables as indicated on the drawings. `The termination of these cables shall be by the owner' All cables shall be - tagged at each end and at each junction box. PART 2 - PRODUCT 2.1 COPPER, 600 VOLTS AND LESS A.All conductors shall be delivered to the site in their original unbroken packages, plainly market or tagged as follows: 1.Underwriters' labels. 2.Size, kind and insulation of wire. 3.Name of the 'manufacturing company and the trade name of the wire. 4.Month and year when manufactured which date shall not exceed 2 years prior to'the date of delivery to the site. B.All conductors shall be minimum of 98% conductivity, soft drawn copper. • C:600 volt type THHN/THWN-2 will be allowed for branch circuit CONDUCTORS 16120-1 0 TRADITION FITNESS CENTER wiring #8AWG and smaller. Type XHHW-2, with high temperature rating of 90 degree C. wet or dry and a low temperature .rating of -25 degree. C. shall be used for all other 600 volt wiring except where specifically noted otherwise. Type THHN/THWN insulation conductors shall not be substituted for type XHHW-2 except as specified in the preceding paragraph or unless specifi- cally permitted on the drawings. D.Control circuit conductors for mechanical equipment in locations subject to abnormal temperatures on or under furnaces and heaters shall be N.E.C. listed 90 degrees C, 600 volt insulation conductors. E.All circuit conductors installed within fluorescent fixture raceways shall be 600 volt type "XHHW", "THHN" or other N.E.C. listed 90 degrees- C. conductors approved for lighting fixture installation except in fixtures that have wiring 'raceways specifically approved for 75 degrees C. F.Minimum wire size shall be #12 AWG unless specifically noted as #14. G.All size #8 AWG and larger conductors shall be stranded. H.Connectors and terminal lugs shall, be used for terminating stranded conductors #8 and larger shall be T&B, ILSCO, or equal, solderless connectors. I.All branch circuit and fixture wiring joints, splices and taps for conductors #10 and smaller shall be made with UL approved connectors listed for 600 volts.• Connector bodies shall consist of a cone shape expandable coil spring insert,- insula ted with teflon or plastic shell. The connectors shall be the "Wing Nut" as manufactured by Ideal. Industries, "Scotchlock" as manufactured by Minnesota Mining and Manufacturing Company. J.Make all connections and splices necessary to properly install and complete the work, and all splices made with other than the insulated connectors as specified in a preceding -paragraph shall be, taped. The tape shall be 3M "Scotch" #33 plastic electrical tape. All connections and splices shall be electrically and mechanically perfect and in strict accordance with all code requirements. ' K.All connections or splices located in a pull box or other CONDUCTORS 16120-2 0 TRADITION FITNESS CENTER space below grade or where moisture can collect shall be waterproofed. For #8 AWG and smaller wire, the recom- mended method is to use Scotchlok, or approved equal, connectors and to imbed the connectors within a "Unipak" of 3M "Scotchcast" epoxy type resin. For #6 AWG and larger. use "Hi -press" hydraulically � compressed connectors and heavy wall, extra length Thomas & Betts No. HS -LR series pre -applied sealant, polyolefin heat - shrinkable tube insulators for each conductor. Any other method of waterproofing shall be submitted to the Architect for approval before use. 2.2 VOICE%DATA CABLES A.Cable shall be unshielded twisted pair, extended distance, LAN cable, 24 AWG solid copper, polypropylene insulation, two twisted pair, PVC jacket, category 5, BELDEN 1588 A or equal. B.Contractor shall install one 2 pair cable to each device (telephone and data), in conduit as shown on plans, and shall size conduits according.to number of cables not to exceed 40% fill. NOTE: each cable shall be continuous ` A from device to backboard with no intermediate splices.. C.Each cable shall be identified at each end. Devices will be furnished and installed by owners representative. PART 3 - EXECUTION 3.1 COPPER, 600 VOLTS AND LESS A.Bolt type solderless connectors shall be tightened and then re -tightened after, 24 to. 48 hours before taping. Owner's Inspector shall be informed of this -'procedure during the waiting period and shall witness the act of re -tightening. B.All debris and moisture shall be removed from the conduits, boxes and cabinets. C.No oil, grease, or similar substances shall be used to facilitate the pulling in of conductors. Use mineralac, or specifically approved wire pulling compound. D.Wire in panel cabinets, pull boxes and wiring gutters shall be neatly grouped, taped ,together with 3M "Scotch" #33 plastic electrical tape, T&B Model Ty -Rap cable strap or laced with #12 standard lacing twine and fanned out to CONDUCTORS 16120-3 TRADITION FITNESS CENTER the terminals. E.See paragraphs under "Panelboards" as hereinafter specified for branch circuit wiring color code. F.All control wiring shall be color coded and color' continuity maintained throughout the system. END OF SECTION CONDUCTORS • • • TRADITION FITNESS CENTER SECTION 16130 BOXES AND CONDUIT TERMINATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. PART 2 - PRODUCT 2.1 OUTLET BOXES A.Outlet boxes shall be pressed steel knockout type and shall be hot dipped galvanized or sherardized. All boxes shall be of proper code size for the, number of wires or conduits passing through or terminating therein, but in no case shall any box be less than 4" square, unless specifically noted as smaller on the drawings. Covers shall be of the types most suitable for the fixtures or devices used at the outlets, and shall finish flush with plaster or other finished surface. Approved factory made knockout seals shall be used in all boxes where knockouts are not intact. Boxes in concrete shall be a type which will allow the placing of conduit without displacing the reinforcing bars. B.Outlet boxes shall be equal to Steel City or Bowers Manufacturing Company. C.Through boxes shall not be used and will not be approved. 2.2 'FLOOR BOXES ATwo services floor boxes shall be concealed service type, 90 cubic inches minimum total capacity, decorator,. polyamide plastic top with 5%32" steel reinforced hinged access plate. Floor plate shall,be suitable for use in carpeted or tiled floors. Box interior shall have barriers to permit use of both power data and communications receptacles. Boxes shall be Midland Ross/Steel City Catalog No. 664 box with No. 664CST service top, standard color as selected by Architect, one or two No. 664RP duplex receptacle face plates BOXES AND CONDUITS TERMINATIONS 16130-1 • TRADITION FITNESS CENTER depending on whether indicated to be single or double duplex outlet, No. 664BP blank plate, custom'drilled for the required data and/or communications system outlets and No. 664WT wire tunnel if used for double duplex receptacle. 2.3 PULL BOXES A.Pull boxes shall meet all code requirements as to size for conduits terminating therein and to thickness of metal used in fabrication or casting. , B.Fabricated sheet steel pull boxes shall be installed only in dry protected locations and shall be furnished with required knockouts and removable screw cover.. Box shall be finished with one coat of zinc chromate and a coat of primer sealer and where exposed to public view shall be painted to match the surroundings,. C.Weatherproof sheet steel pull boxes shall be fabricated of code gaiige galvanized sheet steel with two coats of' rust resistant finish and shall be furnished with gasket and • made completely weathertight. PART 3 - EXECUTION 3.1 OUTLET BOXES A.Outlet•boxes shall be used as pull boxes wherever possible and junction or pull boxes shall be installed only as required by the drawings or .specifications or as directed. B.Outlet boxes in partitions shall not,be installed "back-to- back". Through boxes shall not be used. C.Unless otherwise specified or noted on the drawings, boxes for the various outlets shall be as follows: I.For light outlet boxes use minimum of 4" square, 1-1/2" deep, equipped with plaster ring and fixture supporting device as required by the unit installed. 2.For wall switch outlets, use 4" boxes with single or two gang plaster rings for one or two switches and solid gang boxes with gang plaster rings for more than two switches, unless noted otherwise on the . drawings BOXES AND CONDUITS TERMINATIONS 16130-2 • TRADITION FITNESS CENTER 3.For convenience outlets, use 4" boxes with single gang plaster ring. 4.For telephone outlets, use 4" square boxes with single gang plaster rings. 5.For clocks, use recess cabinets as recommended by the clock manufacturer for flush mounted clocks. 6.For thermostats, use 4" square boxes with single gang plaster rings. 7.For outlets not specified, use boxes and mounting heights as directed. D.All outlet boxes shall be accurately, placed and securely fastened to the structure independent of the conduit. Particular care shall be taken in locating. outlet boxes in acoustic tile. The .,plaster ring shall be set flush with the finished surface of the ceiling or wall. Hangers shall be used to support outlet boxes in all ceilings, Hangers for lighting fixture outlets shall • have adjustable studs. E.Outlet boxes above accessible suspended ceilings may be supported by devices manufactured for the purpose from the main ceiling members if they are placed so'that they do not interfere with either the installation of recessed lighting fixtures or the removal of ceiling tile. F.All outlets shall be installed square and true, at the proper heights and shall be coordinated with the other. trades to insure a proper installation. 3.2FLOOR BOXES A.Where carpeting occurs, floor boxes shall be complete with carpet flanges. B.Floor boxes. shall be set flush with finish floor and set on concrete pier to prevent movement during final pour of floor. BOXES AND CONDUITS TERMINATIONS 16130-3 TRADITION FITNESS CENTER 3.3 FIRESTOPING A.All outlet boxes installed in rated walls (1 or 2 hour] • shall not be closer than 24". All such outlet boxes shall also be wrapped with an approved firestoping pad(s).. U.L. listed and certified pads (s) shall be IPE Type FSP1077 or equal by .Nelson. Outlets or boxes greater than 16" square shall be enclosed in a rated enclosure equal to the rated wall in which installed. END OF SECTION y t • BOXES AND CONDUITS TERMINATIONS .16130-4 J • TRADITION FITNESS CENTER • SECTION 16140 WIRING DEVICES PART 1 - GENERAL 1.1. RELATED DOCUMENTS e Drawings and General Provisions of Contract, including,General and Supplementary Conditions and Division'i Specification Section, apply to work specified in this Section. PART 2 - PRODUCT 2.1. RECEPTACLES A.Duplex receptacles shall be grounding type, 15 ampere, 125 volt with two current carrying. contacts and one grounding contact which is internally connected to the frame. Internal construction shall be so that current is shunted away from metallic objects inserted into any opening. Outlet shall accommodate standard parallel blade cap. Receptacles shall be Leviton 5242-W or approved equal. B.GFI duplex receptacles shall be 15 amp at the receptacle, 20 amp feed through, Leviton 6599-W or approved -equal. All receptacles shown on the drawing to be GFI protected shall be either GFI receptacles or standard receptacles protected by a feed through GFI. Receptacles not shown as GFI protected shall not be connected downstream from .a GFI receptacle. 2.2 SWITCHES A.Switches shall be white, totally enclosed, bakelite, or composition base, toggle type with 120/277 volt rating, back and side wired Leviton 1221-2W or approved equal. 2.3 PLATES A.All plates shall be .040" stainless steel on, all outlets unless specifically noted otherwise. Plates shall be' P and S type 302 alloy or approved.equal. WIRING DEVICES 16140-1 WIRING DEVICES • TRADITION FITNESS CENTER PART 3 - EXECUTION ' A.Receptacles shall be installed with the "U" grounding contact at the bottom. C.Switch and receptacle plates shall be mounted plumb and, . where. two devices are mounted side-by-side' or one above the other, the plates shall align, i.e. tops- and/or sides of plates shall be•in a straight line. D.Coordinate mounting heights of switches and receptacles with respect to -splashes, counter tops, cabinets, -etc., .so that plates can be installed without cutting to fit. END OF SECTION r WIRING DEVICES • TRADITION FITNESS CENTER SECTION 16160 PANELBOARDS PART 1 - GENERAL 1:1 RELATED DOCUMENTS .Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2GENERAL'FEATURES A.Panelboards shall be flush or surface mounting as indicated with sub -breakers as shown on panel 'schedules, hinged lockable doors, index card holders, engraved. nameplates and proper bussing. Where indicated on the drawings, panelboards shall be furnished with lugs, contactors, time switches, relays,, etc. as required. PART 2 - PRODUCT • 2.1 STEEL GAUGE AND FINISH • A.A11 panelboards shall be finished with one coat of zinc, chromate and coat of primer sealer after a thorough cleaning where exposed to public view (e.g., corridors, ,covered passages, offices, etc.) and baked.gray enamel in switchboard, janitor',s, heater and storage rooms. Primer coated panelboards shall,be painted. to match surroundings after installation. Panelboards shall be fabricated of sheet steel of the following minimum gauges: Door and trim #12; Enclosure; code gauge steel. 2.2 KEYING A.All,panelboards shall be furnished with flush locks using the manufacturer's standard lock and key. Door handles which extend beyond face of panel with integral locks will not be accepted for flush mounted panels but will be allowed on surface mounted panel. 2.3 CIRCUIT BREAKER WIRE TEMPERATURE RATING A.All circuit breakers shall be UL labeled,as suitable for use with 60 degree/75 degree C. or 75' degree C. rated conductors. PANELBOARDS 16160-1 C • TRADITION FITNESS CENTER 2.4 CIRCUIT BREAKER FEATURES AND AUXILIARIES A.Where two or three pole breakers occur in the panels, they shall be common trip units. Single pole breakers with tie -bar between handles will not be accepted. B.All branch circuit breakers shall be padlockable in the "off" position. Locking facilities shall be factory installed. C.Where branch circuit breakers supply the power to motors and signal systems, the breakers shall be furnished with lockout clips, mounted in the "on" position" in addition to the padlockable facilities. The breakers shall be able to trip automatically with lockout clips in place. 2.5 CIRCUIT BREAKER ARRANGEMENT A.Circuit breakers shall be arranged in the panels so that the breakers of the proper trip settings and numbers correspond to the numbering in the panel schedules on the drawings. Circuit numbers of breakers shall be black -on -white micarta. tabs or other previously approved method. Circuit number 'tabs which can readily be changed from front of panel will not be accepted. Circuit number tabs shall not be attached to or be a part of the breaker. 2.6 PANELBOARD AND CIRCUIT BREAKER IDENTIFICATION A.In addition to the engraved bakelite nameplate hereinbefore specified, panelboard manufacturer shall stencil the panel number or letter on inside of panel door to correspond with panel designation on drawings. 2.7 BUSSING A.Bussing shall be rectangular cross section copper or full length silver or tin plated aluminum. B.Each panelboard shall be equipped with a ground bus secured to the interior of the enclosure of sufficient size for the panel being used and shall have a separate lug for each ground conductor. No more than one conductor shall be installed per lug. , 2.8 ANCILLARY EQUIPMENT A.Where contactors, relays and/or time switches are installed • in the panelboards, they shall be installed in separate. PANELBOARDS 16160-2 .ti TRADITION FITNESS CENTER barriered sections located at the top of the panelboards under.a separate lockable door in front trim which shall be keyed the same as the circuit breaker section. 2.9 GUTTER SPACE A.Minimum gutter space where feeder enters panel shall be 6" high. In all panels where double lugs are required or where feeder cable size exceeds bus size, minimum.gutter space shall be 12" high at the end where feeder enters. 2.10 CARD HOLDERS A.Only welded -on metallic index card holders with clear plastic shield will be acceptable. 2.11 DIMENSIONS A.Unless specifically noted otherwise, all panelboards shall be 20" wide and nominally 5-3/4" deep. 2.12SHORT CIRCUIT CAPACITY AND SERIES RATING • A.All panelboards shall have bus bracing and circuit breaker fault interrupting capability to withstand and interrupt the available rms symmetrical fault currents indicated on the drawings. In no case, however, shall this capability be 'less than for 10,000 amperes at 208/240 volts. B.When so indicated on the drawings or when not indicated but required to comply with paragraph "A" preceding, the panelboard main breaker (or the feeder breaker ahead of the panel if so indicated) and the branch circuit breakers shall be UL approved and tested "SERIES RATED". The shop drawing submittal shall document this rating and its suitability based on the available fault currents shown or specified. C.When series rating is being applied to panelboards with main breakers (or feeder breakers if applicable) greater than 250 amperes, the branch circuit breakers shall be rated 22,000 amperes interrupting capacity, minimum or higher if required to coordinate under the series rating and for the available fault current indicated. 2.13 MANUFACTURE A.Lighting and power panelboards for 120/208 'volt, three phase, 4 wire SIN shall be as hereinafter specified. PANELBOARDS 16160-3 'e't 0 TRADITION FITNESS CENTER Circuit breakers in the panelboards shall have a minimum' interrupting capacity of 10,000 amperes. Square D . . . . . . . . . . . . . Type NQOD B.Distribution panelboards for 208 volt, three phase,, 3 .wire shall be as hereinafter specified. Circuit breakers in the panelboards shall have a minimum interrupting capacity of 1.0,000 amperes. General Electric . . . . . . . Type CCB Square D . . . . . . . . . . . . Type I -Line Westinghouse . . Type POW -R -LINE 3 OR 4B' C.Lighting panelboards for 277/480 volt, three phase, 4 wire shall be as hereinafter' specified. .Circuit breakers in the panelboards . shall have a minimum interupting capacity of ,14, 000 amperes. Square D . . . . . . . . . . . . . Type NEHB D.Distribution panelboards for 480/277 volt, three phase, 4 wire shall be as hereinafter spaecified. Circuit breakers in the panelboards shall have a minimum inter- upting capacity of 14,000 amperes. Square D . . . . . .. . . . . Type I -Line PART 3 - EXECUTION 3.1COLOR CODING A.Wiring for branch circuits shall be color coded and shall be so noted on the directory in panels. The same 'color ' coding system shall be used throughout the entire job. Color coding shall be as follows:. 120/208 volt Phase A hot leg black Neutral . . . . . white Phase B hot leg red Switch legs . . . purple Phase C hot leg blue or other appropriate color 277%480 volt Phase A hot leg yellow Neutral . . . . . white Phase B hot leg brown Switch legs . . . purple Phase C hot leg orange or other appropriate . color PANELBOARDS 16160-4 TRADITION FITNESS CENTER 3.2DIRECTORY A.Each panel shall have a neatly typewritten directory with the name and number of the room, area or the equipment served by each circuit breaker which shall correspond with the final circuit arrangement, including all addenda -and change orders. Where rooms are provided with room numbers and/or nameplates, these same numbers and names shall be used in lieu of those shown on the drawings. Spaces in directories for spare circuit breakers shall be neatly marked "Spare" ine� ncil. The directory shall also. indicate the panel designation, voltage and phase at the top.- Each directory shall be mounted in the index card holder .behind a clear plastic window. ,END OF SECTION PANELBOARDS 16160-5 1 11 TRADITION FITNESS CENTER SECTION 16170 DISCONNECT SWITCHES, MISCELLANEOUS POWER AND CONTROL DEVICES PART 1 - GENERAL 1.1 RELATEDDOCUMENTS Drawings :and General Provisions of *Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 4 PART 2 - PRODUCT AND EXECUTION 2.1 DISCONNECT SWITCHES A.Disconnect switches shall be 250 volt or 600 volt AC, NEMA Type HD, quick make, quick break, horsepower rated, non - fusible or fusible switches in NEMA Type I or NEMA Type 3R (as required) "enclosure, with number of poles and • amperage as indicated on the drawings. Disconnect switc- hes shall be complete with padlockable .door- and door interlock that prevents the door from being opened unless the operating handle is in the "off" position. Fuses shall be NEMA Class K-5, dual element,.time delay, current -limiting type. r .r 2.2 TIME SWITCH A.Time switch shall be a Tork, 7 day calender dial with 16 hour automatic re-wind,spring powered reserve. 2.3 'PHOTOELECTRIC CONTROL (PHOTOCELL) A.Photocell•shall be outdoor, weatherproof, in surface, cast box. Contact ratings, 2000 watt load at 120 or 208/277 volts. Operating level adjustable from 2 footcandles to 50 footcandles . Control' shall be Tork Catalog No. 2101 (120 volt) or 2104 (208/277 volt). END OF SECTION DISCONNECT SWITCHES, MISCELLANEOUS POWER AND CONTROL DEVICES 16170-1 ., • TRADITION FITNESS CENTER SECTION 1'6450 GROUNDING PART 1 - GENERAL 1.1 RELATED DOCUMENTS w Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. Part 2 - PRODUCT AND EXECUTION 2.1 CODES A.Grounding shall be executed in accordance' with all applicable codes and regulations both of the State of California and local authorities having jurisdiction. 2.2 GROUND WIRE IN CONDUITS A. An insulated -copper ground wire shall be installed in all conduits, whether branch circuit or feeder circuit containing wiring operating at .120 volts nominal or greater, whether overhead or underground,regardless of conduit material. This shall be done whether or not a ground wire is specifically indicated on he drawings. t B.Where insulated conductors are used and green insulation -is not available, ground wires shall be identified at each end and at all junction and pull boxes with a 2" wide band of green plastic tape. 2.4 EQUIPMENT GROUNDS A.The equipment grounds for al1l equipment within the distribution system shall be connected to the grounding system as shown on the drawings. 2.6 GROUND CONNECTION TO OUTLET BOXES A.Ground conductors for branch circuit wiring shall be attached at each outlet to the back of the box using drilled and tapped holes and washer head screws. • 2.7 GROUND BUS GROUNDING 16450-1 I • TRADITION FITNESS CENTERS A.Each panelboard, switchboard, pull box or, any other enclosure in which. several ground are terminated shall be equipped with a ground bus secured to the interior of the enclosure. The bus should be equal to the phase bus size and shall have a separate lug for each ground conductor. No more than one conductor shall be installed per lug. END ®F SECTION • • GROUNDING t • TRADITION FITNESS CENTER SECTION 16470 SWITCHBOARDS AND MOTOR CONTROL CENTERS PART'l - GENERAL 0 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, includingGeneral and Supplementary Conditions and Division.1 Specification Section, apply to work specified -in this Section.0. 1:2 APPLICABLE STANDARDS A.All switchboards provided under this specification shall meet all applicable requirements of the appropriate NEMA and ANSI Standards and shall be UL approved. PART 2 - PRODUCT • 2:1 GENERAL A.Distribution section shall be 42" wide and contain molded case subbreakers as indicted on the single line. Circuit breakers shall be Square D. Circuit breakers shall be bolted to the main bus. Plug -In design is not acceptable, except for Square D "I -Line". ,B.All circuit breakers and switches shall be supplied with engraved bakelite nameplates indicating the equipment controlled and shall be lockable in the off position. C.Each distribution section "including. motor control switchboard sections shall be equipped with a ground bus securely fastened to the interior of the enclosure, The bus shall be equal to the neutral bus and shall have' a separate lug for each ground conductor. No•more than one conductor shall be connected to a lug. D.All bussing, shall be rectangular cross section -copper or electrostatically silver or tin plated aluminum and shall be braced for 50,000 amperes, rms, symmetrical E.Switchgear manufacturer shall certify in writing that • fuse/breaker selection proposed will limit available SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-1 ._ • TRADITION FITNESS CENTER fault current on branch circuits to 10,000 amps. 2.2 MOTOR CONTROL CENTER- A.Motor control center shall be NEMA Class 1, 480 volt, three phase, three pole, floor standing, dead front, dead rear unit with facilities as hereinafter specified and breakers or switches as shown on the single line. B.The motor control center shall contain circuit breakers or motor circuit protectors, magnetic motor starters, control relays and other control devices, and pilot lights for the circuits supplied as shown 'on the me- chanical and/or electrical wiring diagrams. C.Magnetic motor starters shall be full voltage, across the line starters, 600 volt (max) rated, three phase, and -shall be horsepower rated for the motor controlled and shall be equipped with properly sized overload elements in each phase. D.Furnish all starters in barriered compartments complete with pilot lights, HOA switches, and control power • transformers. Each unit shall be identified with an engraved bakelite nameplate attached with rivets or screws identifying the equipment served. E.All connecting wiring within the motor control center shall be installed by the manufacturer. Control wiring shall conform .to the approved wiring diagrams prepared by the equipment or controls supplier. The Contractor, under this Division of the Specifications shall be'responsible to determine that the shop drawings submitted meet these requirements and shall sign the drawings indicating that .he has coordinated and approved the drawings before submittal. 2.3 VARIABLE SPEED MOTOR DRIVES A. Provide adjustable frequency motor drives in the motor control center as shown on the drawings. These drives shall be connected to control building fan motors provided under Division 15. Certified factory start-up shall be provided for each drive by a factory authorized service center. A certified start-up form shall be filled out for each drive with a copy provided to the Engineer, and a copy kept on file at the manufacturer. Warranty shall be 24 -months from the date of start-up, not to exceed 30 -months from the date of shipment. The warranty shall • include all parts, labor, travel time, and expenses. SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-2 TRADITION FITNESS CENTER The drive shall be manufactured by Asea-Brown-Bover (ABB) or equal by Reliance or Baldor. B.Adjustable frequency motor drive consisting of a .Pulse Width Modulated (PWM) invertor for use on a standard NEMA Design B induction motor. , The drive shall be manufac- tured in the USA. The variable frequency drives (VFD's) shall be solid state, with Pulse Width Modulated (PWM) output. waveform (VV1, six -step, and current source drives are not acceptable). The entire VFD package as specified herein shall be enclosed in a NEMA 1 enclosure, completely assembled and tested by the manufacturer. The VFD shall employ a full wave recti- fier (to prevent input line notching), DC bus choke, DC bus filter capacitors, and insulated Gate Bipolar Transistors (IGBT's) as the output switching device (SCR'S GTO'S and Darlington transistors are" not accept- able). The drive efficiency shall be 97% or better at full speed and full load. Fundamental power factor shall be 0.98 at all speeds and loads. C.Manufacturer with SCR inputs shall provide an isolation transformer either built into the cabinet or pay for . installation and wiring of the transformer. D.The invertor manufacturer shall provide estimated line distortion percentages in accordance with IEEE STD -519, based upon the total connected horsepower and source KVA of power of distribution system. E.All printed circuit boards shall be completely tested and burned - in before being assembled into the completed VFD. The VFD shall then be subjected to a preliminary functional test,, eight (8) hour burn -in, and computerized final test. The burn -in shall be at 113° F (45° C), at full rated load, or cycled load. Drive input power shall be continuously cycled .for maximum stress and thermal variation. F.VFD's shall be UL listed. The VFD's shall be designed to meet the requirements of the following standards: IEC 801-2, IEC 801-4, IEC 255-4. G. Input 440/460/480 VAC +J10%. 3-phase, 48 - 63 HZ. H.Environmental operating conditions: 0 to 45" C, 0 to 3300 feet above sea level, less than 95% humidity, non -condensing. I.The VFD shall have the ability.to automatically restart after an overcurrent, overvoltage, undervoltage, or loss of input SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-3 • C. • TRADITION FITNESS CENTER signal protective trip. The number. of restart attempts and trial time shall be programmable. J.The VFD shall be capable of starting into a rotating load (forward or reverse) and accelerate or decelerate to setpoint without safety tripping or component damage (flying start) . 'Coast to stop before. restart shall not be required. K.The customer terminal strip shall be isolated from the line and ground. L.Prewired 3 -position Hand -Off -Auto switch and speed potentiometer shall be included. When in "Hand", the VFD will be started, and the speed will be controlled from the speed, potentiometer. When in "Off", the VFD will'be stopped. When in "Auto",' the VFD will start via an external contact closure, and its speed will be controlled via an external speed reference. M.The drive shall employ three (3) current limit •circuits to provide trip free operation: 1.The slow current regulation limit circuit shall be adjustable from 50% to 110% of the-VFD's variable torque current rating. This adjustment shall be made via the keypad, and shall be" displayed in actual amps, r and not as percent of full load. 2.The rapid current regulation limit shall be fixed at 146% of the VFD's variable torque current rating. 3.7he current switch -off limit shall be fixed at 150% of the VFD's variable torque current rating. N.The overload rating of the drive shall be 110% of 'its variable torque current rating for 1 -minute every 10 -minutes, and 1150 of its variable torque current rating for 2 -seconds every 10 -seconds. O.The VFD shall, have input line fuses standard in, the drive enclosure: P.The VFD shall have a manual speed potentiometer in addition to using the keypad as a means of controlling speed manually. Q.All VFD's to have the following adjustments: 1.Five (5) programmable critical frequency lockout ranges to prevent the VFD from continuously operating at an SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-4 f rI r • M TRADITION FITNESS CENTER r .unstable speed. 2.One (1) programmable analog input shall accept a current or voltage signal for speed reference. Analog inputs shall include a filter; programmable from '0. 01. to 10 -seconds to remove any oscillation in the input signal. The minimum and maximum values (gain and offset) shall be adjustable within the range of 0- 20 ma and 0-10 volts. 3.Two (2) programmable analog outputs proportional to .frequency, motor speed, output voltage, output current, motor power, or DC bus voltage. 4.Two (2) independently adjustable accel and decel ramps. These ramp times shall be adjustable from 1 to 1800 - seconds. 5.The VFD shall ramp or coast to a stop, as selected by the user. R.The following operating information displays shall be standard on the VFD digital display. The display shall be in complete English words (alpha_numeric codes are not acceptable): Output Frequency Motor Speed (RPM) Motor Current . Calculated Motor Power DC Bus Voltage Output Voltage Heatsink Temperature Analog Input Values Keypad Reference Values Elapsed Time Meter kWh Meter S.The VFD shall have .the following protection circuits. In the case of a protective trip, the drive shall stop, and announce the fault condition in complete words (alpha- numeric codes are not acceptable). 1.0vercurrent trip 200% of the VFD's variable torque current rating. 2.Overvoltage trip 130% of the VFD's rated voltage. 3.Undervoltage trip 60% of the VFD's rated voltage. 4.Ground fault. SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-5 S • TRADITION FITNESS CENTER S.Adaptable electronic motor overload (1-t.). The electronic motor' overload protection shall protect the motor based on speed, load curve, and external fan parameter. Circuits which protect the motor only at full speed .are unacceptable. T.Speed command input shall be via: 1.Keypad or manual speed potentiometer; as selected by the user. 2.One analog input, capable of accepting a 0-2ma, 4-20ma, 0-10 volts, 2-10 volts signal. Input shall be isolated from ground, and programmable via the keypad for different uses. 3.Analog inputs shall have a programmable filter to remove any oscillation of the reference signal. The filter shall be adjustable from 0.01 to 10 -seconds. The analog input should be able to be inverted, so that minimum: reference corresponds to maximum speed, and maximum reference corresponds to minimum speed. The minimum and maximum values '(gain and offset) shall be adjustable within the range of 0-20 ma and • 0-10 volts. PI setpoint control to be included. END OF SECTION SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-6 w� TRADITION IT�SS CENTER SECTION 16500 LIGHTING FIXTURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2 FIXTURES IN GENERAL A.Lighting fixtures shall have all parts and fittings necessary to completely and properly install the fix- ture. All fixtures shall be completely wired with conductors meeting applicable Underwriters' Laboratories. requirements. All fixtures shall be equipped with lamps of size and type specified. • B.All fixtures shall be complete with accessories, end caps, plaster frames, yokes, hangers, etc., which are required for the specific installations and physical conditions encountered in this project. C.The catalog numbers included in the description of the various types, of lighting fixtures shall be basically considered to establish the type or class of the fixture with a particular manufacturer only. The fixture length; number of lamps, component materials, accesso- ries and all other features required to fulfill the total description of the fixture based on all drawing and specification information shall be complied with regardless of whether or not the catalog number specif- ically includes these features. If any conflict exists between the catalog number and the description, the Contractor shall either resolve the conflict with the Architect prior to submittal of his bid or furnish the fixture to meet the intent as later interpreted by the Architect without change in contract price. D.Contractor to clean and re -lamp all existing interior fixtures. • LIGHTING FIXTURES 16500-1 • TRADITION FITNESS CENTER specified hereinafter under "Fixture Types". 2.2 BALLASTS A.General: The ballasts described following.shall be used in all fixtures regardless of whether or not the catalog number defines the described ballast., unless specifically indicated otherwise. Unless the fixture is dual switched, only one ballast shall be furnished for each fixture B.Fluorescent: 1.Electronic: Ballast shall be integrated circuit, fully _ solid state type, U.L. listed and labeled and fully self protected. Ballast shall be suitable for F40, T12, energy saving 32 watt T8, 48" bi-pin rapid start lamps. Electromagnetic interference shall meet or better the Federal Communications emi Class A and Class B emission limitations. • High voltage surge protection shall -be within the guidelines of IEEE Publication 587, Category A. Neutral phase (third harmonic) current shall be limited to a maximum of 30% of the input current for T8 lamps-, and 10% (using integrated circuit technology) for T12 lamps. Ballast noise level shall be below audible under typical "quiet" ambient conditions such as sound stages.' Crest factor shall not exceed 1.4. C.High Pressure Sodium: All ballasts for high•pressure sodium lamps shall be high power factor, high reactance, autotransformer type and shall be approved by the lamp manufacturer for the particular lamp controlled. PART 3 - EXECUTION r 3.1 GENERAL A.Unless specifically indicated otherwise, all lighting fixtures and/or fixture stems shall be placed symmetri- cally with respect to the ceiling tile pattern or other architectural ceiling and wall modules. LIGHTING FIXTURES 16500-3 I TRADITION FITNESS CENTER 1.3 SURFACE MOUNTED FIXTURES A.All surface mounted fluorescent fixtures shall be suitable for mounting on low density material. 1.4 RECESSED FIXTURES 13 A.Recessed incandescent fixtures shall have Underwriters Laboratories labeling for through wiring. B.Recessed incandescent fixtures shall• have Underwriters Laboratories approved thermal protection (TP). 1.5 CONTINUOUS ROW FLUORESCENT FIXTURES A.Fixture catalog numbers called out hereinafter are for individual units. Where two or -more units are combined for continuous row installation, the Contractor shall furnish and install the necessary accessories for the indicated requirements. PART 2 - PRODUCT v 2.1 LAMPS • A.General: Lamps shall be new, for the wattage indicated and the voltage to which: applied and shall be General Electric,: North American. Phillips or Sylvania. Each fixture or lighting outlet shall be supplied with the proper lamps. B.Incandescent: 1.General purpose incandescent lamps shall .be inside frosted medium base for 200 watts and smaller, and mogul base for 300 watts and larger. 2.Reflector lamps shall be PAR -38 or R40 as required unless otherwise specified hereinafter under "Fixture Types". C.Fluorescent: All fluorescent fixtures shall be for 48" rapid -start lamps unless specifically indicated other- wise. D.High Pressure Sodium; 1.High pressure sodium lamps shall be used only with high pressure sodium ballasts and shall be of the wattage as called for on the drawings .and/or as LIGHTING FIXTURES 16500-2 r TRADITION FITNESS CENTER B.All fixtures of one type shall be of one manufacture and of identical finish and appearance. 3.2 RECESSED FIXTURES A.Recessed fixtures for feed -through wiring shall have plaster, frame or mounting frame and attached junction box. Lamp enclosure, reflectors and finish wiring shall not be installed until plastering is completed. Finish trim shall not be installed until finish painting of the adjacent surface is completed. B.The Contractor shall verify the cei-ling condition for each recessed fixture before placing final order for fixtures. Recessed fixtures shall be complete with the proper type mounting accessories required for the. ceiling condition in which the fixture is mounted. 3.3 FIXTURES IN OR ON DEMOUNTABLE (TEE,, ETC.) SUSPENDED CEILINGS A.Where suspended fixtures are shown to be mounted from a v suspended "tee bar" ceiling or any related form of suspended ceiling, the fixtures shall be supported, using specifically approved devices, directly from the • building structure. They shall not, to any extent, depend on the ceiling system for support even though the fixture hangers may be located at the, ceiling members. Where fixtures are located between ceiling members the hangers shall be attached to bridging channels (1-1%2" minimum) provided under this section,` across main ceiling channels. Even in this case, however, the actual support of the hanger shall be by wire or rod'to the building structure. Any additional hanging wires or rods required for the support of fixture hangers shall be the responsibility of the, Contractor under this Division of the Specification: Hanger wires shall be as noted on the plans. END OF SECTION 9 LIGHTING FIXTURES 16500-4 '