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Plans (73) u MAY X2018 rer;on SPE , C "!Z1N REQUIRED 2 (Mx) State of CStructural Specialty Code � GIT`( p iIGPQN N BUILDING D1 \t] and Reinforcing Steel +---- om Bolts lnstrflad in Concrete ❑ Special Moment-Resisting Concrete Frame Structural El Reinforcing Steel&Prestressing Steel Tendons ❑ Structural Welding, LIGHT POLE FOUNDATION ❑ High-Strenght Bolting The State of Oregon I. 0 ❑ Structural Masonry J Michael Reunert - Client(\N ED Gypsum Concrete 0 it p CI Insulating Concrete Fill - 'l— P flax, aa. -e Spray Applied Fire-Resistive Materials ❑ Sp Y pPli 0 ❑ Pilings,DY i,,e'iq Od Pisrs and Caissons ❑ Shotcrete V El Special Grading, Excavation and Filling DESIGN LOADS: ❑ Smoke-Control Systems - Wind: 120 mph Exposure B El Other inspection s _j }. _Q Seismic Design Category D2 HIeA II 1 OFFICE COPY okocTuR����O PROFFss� - !- _ CITY OP TIGARD ��� 0tNFF� ,0 - - - REVIE FOR CODE COMPLIANCE 9381 r _ Approved: V I tl (TyP. eA-,\ 0 OTC: [ J v�OREGON q�N � • �Z WA-Y ) g Permit #: 1 il3 1, ,Y22,1 kk Address: I k. �M eo\i 2+ t) Po - (L Suite #: By: Date: - iS-1 iS Job No. 6695 8 � C T UR TIM COVERT P.E. STRUCTURAL ENGINEER *t<(0 PROFFs4L S Gcv2, `r>o 1750 SW Skyline Blvd Rm 221 % c--- /9381 Portland, Oregon 97221 Phone: (503) 228-0426 Tim Covert P.E. oREcor, Structural Engineer - ✓4Y22.oil 1751 SW Skyline Blvd #221 Ti1,1 CO\A.�-\ Portland, Oregon 97221 S I LIGHT POLE HT = 10'-0" (max) + T (GAL_ -rnOTG)J D L - TIM COVERT P.E. STRUCTURAL ENGINEER Anchor bolts, vonsestaeomowommoirtsamikP i 1750 SW Skyline Blvd. Rm 221 PORTLAND OREGON 97221 (503) 228-0426 by others. '' - II (2) #3 closed hoops at 3" c/c STEELPORT CARPORT: MATERIAL NOTES I i II .1at top as shown. �O U -;-: 1. Materials: Concrete 2500 psi at 28 days (3000 psi recommended) LEA r-Pi Slump (ftg) 3" to 5" (6) #5 verts (equally spaced) Y1 �Y Portland Cement C-150 = / �' 5-1/2 sacks per cubic yard #3 closed hoops Aggregates per C-33 • „; at 18" olc. 3/4" maximum aggregate size . Water per C-94 - ad.— .. Concrete Temperature 50-90 F ''`7 77 - . , Air Entrained 5-7% / Note: The concrete supplier shall assume full responsibility for the mix design and the / , overall performance of the concrete. / . • 2. All footings to be founded on firm, original subgrade. r f 3. Typical Concrete Footings: 24" diameter x (varies) deep cast-in-place concrete. Augered ... do NOT form below grade. / 7 ON 0— f • - „ C\ i f 1 / / . 1 v. C T U �, ! ,..,,,,,,,,,v P Of( 'f 4 • _i� ,C`CNe, Gly ' /9381A I` , • 1k OREGON r' t),22.01 ti . LIGHT POLE HT = 18'-0" (max) LIGHT POLE HT = 27'-0" (max) Anchor. . , t FtcAt__ -F-00-11,) _\ 1) ----17)tt -. t FtcAt._ foo-Ct 0 DarAtc__ : ,/,---.----;.---"' ti , .. ., \ ......-. IT/7"--7. 5 ? - ..:—. cA bolts, . Anchor bolts, Jn4 byothers. by others. r �� at 3" c/c 11 I F (2) #3 closed hoops at 3" c/cii II I -. {2) #3 closed hoopsi (I y t at top as shown. ro I I ( at top as shown. Q v . ! .!1 (6) #5 veru (equally spaced) M �Y r t .0— (6) #5 verts (equally spaced) M #3 closed hoops - #3 closed hoops .;/—at 18" o/c. : at 18" o/c. lc.___, 9.--i____7 7; 1 t j 'N. N N, f 7714 N \ N �. / . ` / . f / �. / / ' / t r / / / N / N. -- / N. N / �' � l' / N. ti 7 . / / 7 7 \ 7 \ f g u T UR9 tt �� .s. � X9381 � '"1 � !� 'l Tim Covert P.E. Ccs Structural Engineer 1 � � OREGON tl 1750 SW Skyline Blvd #221 2-�_..) `t{y 22.011 2- 4- S3 Portland, Oregon 97221 COiAM e /j ) cove CbrAM E R-) LIGHT POLE HT = 30'-O" {max} . . F1 y t GLSL_ -Ft9 0�a?J `7'-A t c__ cY U . ° / **-44 \ ..i Anchor bolts, by others, ' ' ii 1 I n 1 t (2) #3 closed hoops at 3" c/c — i .�1 at top as shown. V t (6) #5 verts (equally spaced) M ,Y #3 closed hoops * at 18" o/c. - / / . - f l I/ ../.--N / • ' / / Ir/ / k7 / y / r > _' 'i gv cT URA f, `7 s• X9381 Tim Covert P.E. r Structural Engineer OREGON , �tY^� q" 1750 SW Skyline Blvd #221 'It r22.'9"' Portland, Oregon 97221 - 714/ co\iv.- t Cb1At\40(ER) CONTRACTOR RESPONSIBILITY NOTES: CONTROLS&ADDITIONAL NOTES: FIXTURE CLARIFICATION NOTES: Bank of America® 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING,INCLUDING COORDINATION LIGHTING CONTROL NOTES: 1. OUT OF SCOPE-EXISTING FIXTURES TO REMAIN ON SITE WITHOUT MODIFICATION. WITH THE LOCAL JURISDICTION AND ANY ASSOCIATED PERMIT FEES OR PROCESSING. THE CONTRACTOR SHALL VERIFY THE CONTROLS FOR ALL EXTERIOR LIGHTING ON THE SITE NO ACTION REQUIRED UNLESS NOTED OTHERWISE. �� CONTRACTOR SHALL NOTIFY GMR UPON RECEIPT OF PERMIT. 2. REMOVE AND PATCH-EXISTING FIXTURES TO BE FULLY REMOVED AND ANY PAINTING, 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING DOCUMENTS THAT ARE NOT (EXCLUDING SIGNAGE)AND ADJUST ACCORDING TO THE FOLLOWING: PATCHING OR ELECTRICAL WORK NEEDED IS TO BE ASSESSED AND PERFORMED BY INCLUDED IN THE LIGHTING DESIGN PACKAGE.THESE INCLUDE,BUT ARE NOT LIMITED • IC3 CONTROL CONTRACTOR. TO,STAMPED ELECTRICAL DRAWINGS,STAMPED POLE BASE DRAWINGS,AND CONTRACTOR SHALL VERIFY THAT EXTERIOR LIGHTING CIRCUITS ARE CONTROLLED BY THE 3. REPLACE EXISTING FIXTURE-EXISTING FIXTURE TO BE FULLY REMOVED AND REPLACED PROFESSIONAL STAMPED VEYS. PHOT IN THE SAME LOCATION WITH A NEW FIXTURE. CONTRACTOR TO VERIFY IF POLE 3. SHOULD STAMPED PHOTOMETRIC DRAWINGS BE REQUIRED,CONTRACTOR SHALL CORRECT IC3 CIRCUIT.WHERE EXTERIOR LIGHTING IS INCLUDED ON CONTROL CIRCUITS FOR ENGAGE LOCAL ENGINEER OR LIGHTING DESIGNER AS REQUIRED TO PROVIDE STAMP INTERIOR SYSTEMS,INTERIOR LIGHTING,OR EXTERIOR SIGNAGE,CONTRACTOR SHALL AND/OR POLE BASE IS SUFFICIENT FOR THE NEW FIXTURES.ANY PAINTING,PATCHING ON GMR PHOTOMETRIC DESIGN DOCUMENTS. ADJUST EXTERIOR LIGHTING TO THE CORRECT CONTROL CIRCUIT AS REQUIRED. OR ELECTRICAL WORK NEEDED IS TO BE ASSESSED AND PERFORMED BY CONTRACTOR. 4. CONTRACTOR SHALL PROVIDE THE BANKING CENTER NOTIFICATION AT LEAST ONE • PHOTOCELL CONTROL: 4. ADD NEW FIXTURE-NEW FIXTURES TO BE ADDED. ANY PAINTING,PATCHING OR WEEK IN ADVANCE OF VISITING SITES OR STARTING WORK. ELECTRICAL WORK NEEDED TO BE ASSESSED AND PERFORMED BY CONTRACTOR. 5. CONTRACTOR SHALL VERIFY VOLTAGE REQUIREMENTS FOR FIXTURES PRIOR TO CONTRACTOR SHALL REPLACE EXISTING PHOTOCELLS WITH NEW AND INSTALL IN A 5. ADD NEW POLE&FIXTURE-A NEW POLE AND FIXTURE TO BE ADDED. CONTRACTOR PLACEMENT OF FIXTURE ORDERS. LOCATION BEST SUITED TO PROVIDE APPROPRIATE LIGHT EXPOSURE SUCH THAT EXTERIOR TO SPECIFY POLE TO MATCH EXISTING STYLE AND COLOR AND,IF NOT PROVIDED,POLE 6. CONTRACTOR TO VERIFY LIGHTING CONTROLS PRIOR TO BEGINNING CONSTRUCTION. LIGHTS ARE ON DURING DARKNESS. BASE DATA FOR NEW POLE LOCATIONS.CONTRACTOR TO VERIFY IF POLE AND POLE SEE LIGHTING CONTROL NOTES. • TIME CLOCK CONTROL: BASE IS SUFFICIENT FOR THE HEIGHT,LOCATION AND FIXTURE SPECIFIED. 7. CONTRACTOR SHALL RECEIVE FORMAL APPROVAL FROM GMR ON ANY FIXTURE 6. GMR DOES NOT SPECIFY MOUNTING HARDWARE FOR ANY SPECIFIED FIXTURES. MODIFICATIONS OR VARIATIONS FROM THE LUMINAIRE SCHEDULE. CONTRACTOR SHALL VERIFY LOCATION OF TIME CLOCK.IF TIME CLOCK IS IN ELECTRICAL CONTRACTOR IS TO WORK WITH DISTRIBUTOR AND/OR MANUFACTURER ON A CASE 8. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED FIXTURE MOUNTING ROOM ALONG WITH IC3 CONTROLS,CONTRACTOR SHALL ADJUST CIRCUIT TO BE BY CASE BASIS TO IDENTIFY AND ORDER REQUIRED MOUNTING HARDWARE. CONDITIONS IN FIELD.ANY SPECIAL MOUNTING HARDWARE NEEDED FOR PROPOSED CONTROLLED BY IC3 EXTERIOR LIGHTING CONTROLS.IF TIME CLOCK IS IN A REMOTE 7, CONTRACTOR TO VERIFY WHETHER EXISTING WIRING LOCATIONS OR THE ADDITION FIXTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. LOCATION NOT IN CLOSE PROXIMITY TO THE IC3 CONTROLS,CONTRACTOR SHALL VERIFY OF WIRING FOR NEW FIXTURE LOCATIONS IS SUFFICIENT FOR THE DESIGNATED 9. CONTRACTOR SHALL SUPPLY ALL NEW LIGHT POLES.NEW LIGHT POLES SHALL MATCH TIME CLOCK IS SET PROPERLY AND LEAVE CIRCUIT ON TIME CLOCK CONTROL. FIXTURE LOCATION. EXISTING CONDITIONS ON SITE FOR POLE TYPE AND PAINT COLOR. • MANUAL CONTROL: 8. CONTRACTOR TO SPECIFY POLE COLOR AND TYPE PRIOR TO ORDERING. 10. CONTRACTOR SHALL ORDER ALL FIXTURES FROM SHEALY ELECTRICAL WHOLESALERS IN ACCORDANCE WITH BANK OF AMERICA NATIONAL ACCOUNT. CONTRACTOR SHALL VERIFY THAT NO EXTERIOR LIGHTING IS CONTROLLED MANUALLY.IF 9. ALL FIXTURES ARE ASSUMED BRONZE IN COLOR UNLESS NOTED OTHERWISE IN THE 11. CONTRACTOR SHALL PERFORM ALL NECESSARY PATCHING OR REPAINTING FOR ADDED, ANY EXTERIOR LIGHTING IS ON A MANUALLY CONTROLLED CIRCUIT,CONTRACTOR SHALL LUMINAIRE SCHEDULE. CONTRACTOR TO CONFIRM PRIOR TO ORDERING. REMOVED,OR REPLACED FIXTURES. ADJUST TO BE CONTROLLED BY PHOTOCELL OR IC3,WHICHEVER IS MOST ECONOMICALLY 12. CONTRACTOR SHALL REPAIR ANY DISTURBED AREAS BACK TO EXISTING CONDITION ACCOMPLISHED. INCLUDING PAVED AREAS,LANDSCAPED AREAS,ETC. 13. CONTRACTOR SHALL VERIFY AND DOCUMENT COMPLETED WORK DURING NIGHT ADDITIONAL CONTRACTOR NOTES: HOURS.ALL FIXTURES MUST BE FUNCTIONAL DURING NIGHT HOURS PRIOR TO CONSTRUCTION COMPLETION VERIFICATION SCHEDULING A FINAL SURVEY WITH GMR. 14. CONTRACTOR SHALL PROVIDE BEFORE AND AFTER NIGHT TIME PHOTOS OF THE SITE. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL PROVIDE VERIFICATION IN 15. CONTRACTOR SHALL UTILIZE THE"BOA ELP INCENTIVE SITE SURVEY FORM"TO WRITING TO THE BANK OF AMERICA PJM THAT ALL WORK IS COMPLETE ACCORDING TO THE DOCUMENT THE EXACT DETAILS OF EACH FIXTURE BEING REMOVED FOR REBATE AND CONSTRUCTION DOCUMENTS,AND THAT ALL EXTERIOR LIGHTING IS FUNCTIONING DURING ENERGY SAVINGS CALCULATION PURPOSES. NIGHTTIME HOURS.COMPLETION PHOTOS,TAKEN AT NIGHT,SHALL BE PROVIDED IN THE 16. CONTRACTOR SHALL RECEIVE A PUNCHLIST FROM GMR UPON FINAL SURVEY FOR ANY FOLLOWING FORMAT: GENERAL NOTES: REMAINING ITEMS TO BE COMPLETED. PROVIDE A SINGLE DOCUMENT CONTAINING THE FOLLOWING: • SITE PHOTOS FROM ALL SIDES OF BUILDING 1. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF INFORMATION AVAILABLE TO THE ENGINEER. ALL SUCH • MINIMUM OF 3 PHOTOS OF EACH COMPLIANCE AREA(ATM(S),AFTER-HOUR DEPOSITORIES, CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SUBMITTING ASSOCIATE ENTRY)FROM DIFFERENT ANGLES THE BID AND ADJUSTED IF NECESSARY. NO ADDITIONAL COMPENSATION SHALL • MINIMUM OF 2 PHOTOS OF ALL NON-COMPLIANCE AREAS FROM DIFFERENT ANGLES BE GRANTED AFTER AWARDING A BID FOR ANY EQUIPMENT,MATERIAL OR LABOR REQUIRED TO REWORK OR OTHERWISE MODIFY EXISTING CONDITIONS. 2. THIS LIGHTING DESIGN IS BASED ON A COMBINATION OF STATE STANDARDS, THE BANK'S CURRENT SECURITY POLICY FOR EXTERIOR ATM AND AFTER-HOUR DEPOSITORIES AND BANK GUIDELINES FOR NON-SECURITY COMPLIANCE ZONES. 3. TRIM ALL TREES/LANDSCAPING TO MINIMIZE IMPEDING LIGHT FROM ANY LIGHT FIXTURES THAT IMPACT THE 60'RADIUS AROUND ALL ATMS AND A RADIUS OF 50'AROUND ALL AFTER-HOUR DEPOSITORIES.CONSIDERATION MUST BE GIVEN TO TREES/LANDSCAPING IN A STATE OF FULL FOLIAGE/BLOOM AND FUTURE GROWTH. ALL LANDSCAPING WORK WILL BE PERFORMED BY OTHERS WITH A SEPARATE PERMIT(IF REQUIRED). 4. ALL MOUNTING HEIGHTS ARE INTENDED TO THE BOTTOM OF THE FIXTURE. 5. CONTRACTOR TO FIELD VERIFY FIXTURE PLACEMENT DIMENSIONS PRIOR TO CONSTRUCTION. a 6. DIMENSIONING PROVIDED IS FOR PROPOSED FIXTURE LOCATIONS ONLY,UNLESS j OTHERWISE NOTED ON THE DRAWING. 7. THE CONTRACTOR SHALL ATTEMPT TO ELIMINATE THE USE OF EXPOSED v2180430 CONDUIT WHERE POSSIBLE. IF EXPOSED CONDUIT IS NECESSARY,THE CONTRACTOR SHALL VERIFY USE WITH PROJECT MANAGER. E 8. ALL EXISTING LIGHTS WILL BE REPLACED WITH LED LIGHTS AND ALL PROPOSED 3 LIGHTS WILL ALSO BE LED,UNLESS OTHERWISE NOTED. p 9. ALL FIXTURES ARE TO BE MOUNTED ABOVE FINISH GRADE. Q .REVISED XX ERB 10. UNLESS OTHERWISE NOTED,MATCH EXISTING POLE BASES. DESCRIPTIONREVISEDBY GN'R Facility Data and Design.Optimized. 3 1 Tigard Branch a - OR1-141 SITE ABBREVIATIONS: 11999 SW Pacific Highway 3 PL = PROPERTY LINE Tigard,OR - AFG = ABOVE FINISHED GRADE GENERAL NOTES S DESIGN BY: DRAWN BY: Fc = FOOTCANDLE JPW TLS REVIEWED BY: APPROVED BY: NOTE THIS LIGHTING PLAN ILLUSTRATES ILLUMINATION LEVELS CALCULATED FROM BLE KRM s CBO = CONTROLLED BY OTHERS LABORATORY DATA UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH SHEET NO ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA)APPROVED ��-� METHODS.ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINARIES ti AHD = AFTER HOUR DEPOSITORY MAY VARY DUE TO VARIATIONS IN WEATHER.ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS AND OTHER RELATED VARIABLE FIELD CONDITIONS. Bank of America LUMINAIRE SCHEDULE **SEE FIXTURE CLARIFICATION NOTE#9 (NP)=NEW POLE (CBO)CONTROLLED BY OTHERS SYMBOL QTY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE COUNT NEW POLE COUNT FIXTURE TYPE/MOUNTING/MANUFACTURER BUG RATING MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES ...47.,... — 1 BN1 SINGLE 1 - (BN)CPY250-A-DM-F-C-UL-WH-40K/CANOPY MOUNT/CREE B2-UO-G1 MATCH EXISTING - REPLACE EXISTING FIXTURE 1 BN2 SINGLE 1 - (BN)CPY250-A-DM-F-C-UL-WH-40K/CANOPY MOUNT/CREE B2-UO-G1 11'-6"AFG XA-BXCCBPB12W(OPTIONAL-CONTRACTOR TO VERIFY) ADD NEW FIXTURE-MATCH EXISTING CANOPY HEIGHT BLUE=NEW FIXTURE 10 B01 SINGLE 10 - (BO)CPY250-A-DM-F-20W-UL-WH-40K/CANOPY MOUNT/CREE B1-UO-G1 MATCH EXISTING - REPLACE EXISTING FIXTURE GREEN=EXISTING FIXTURE LOCATION TO BE REPLACED ORANGE=EXISTING FIXTURE TO REMAIN 2 B02 SINGLE 2 - (BO)CPY250-A-DM-F-20W-UL-WH-40K/CANOPY MOUNT/CREE B1-UO-G1 11'-6"AFG XA-BXCCBPB12W(OPTIONAL-CONTRACTOR TO VERIFY) ADD NEW FIXTURE-MATCH EXISTING CANOPY HEIGHT TURQUOISE=FIXTURE TO BE REMOVED PINK=REPLACE WITH NEW POLE AT NEW HEIGHT 1 GW1 SINGLE 1 - (OW)OSQ-DA-BZ+OSQ-A-NM-5SH-B-40K-UL-BZ/POLE MOUNT/CREE B4-UO-G3 MATCH EXISTING - REPLACE EXISTING FIXTURE 1 HE1(NP) SINGLE 1 1 (HE)OSQ-DA-BZ-OSQ-A-NM-4ME-B-40K-UL-BZ/POLE MOUNT/CREE B2-UO-G2 23'-0"AFG - ADD NEW POLE AND FIXTURE 1 HF1(NP) SINGLE 1 1 (HF)OSQ-DA-BZ-OSQ-A-NM-4ME-K-40K-UL-BZ/POLE MOUNT/CREE B3-UO-G3 23'-0"AFG - ADD NEW POLE AND FIXTURE 1 HF2(NP) DOUBLE(2@90°) 2 1 (HF)OSQ-DA-BZ-OSQ-A-NM-4ME-K-40K-UL-BZ/POLE MOUNT/CREE B3-UO-G3 23'-0"AFG - ADD NEW POLE AND FIXTURE t"j ',1 SAl SINGLE 1 - (SA)SEC-EDG-2S-WM-02-E-UL-BZ-350-40K/WALL MOUNT/CREE B1-UO-G1 MATCH EXISTING - REPLACE EXISTING FIXTURE 1 SB1 '�SINGLE 1 - (SB)SEC-EDG-2S-WM-02-E-UL-BZ-525-40K/WALL MOUNT/CREE B1-UO-G1 MATCH EXISTING - REPLACE EXISTING FIXTURE `R 1 SE1 SINGLE 1 - (SE)SEC-EDG-3M-WM-02-E-UL-BZ-350-40K/WALL MOUNT/CREE B1-UO-G1 MATCH EXISTING - REPLACE EXISTING FIXTURE LJ 1 SH1 �,,SINGLE 1 - (SH)SEC-EDG-4M-WM-02-E-UL-BZ-3S0-40K/WALL MOUNT/CREE B1-UO-G1 MATCH EXISTING - REPLACE EXISTING FIXTURE �' 1 1 SJl 1 SINGLE 1 - (Si)SEC-EDG-4M-WM-02-E-UL-BZ-700-40K/WALL MOUNT/CREE Bl-U0-G1 MATCH EXISTING - REPLACE EXISTING FIXTURE } 2 R1 SINGLE 2 - EXISTING FLOOD LIGHT - - - REMOVE AND PATCH 57=1 'Y-.1 2 Yl DOUBLE(2@180°) 4 - EXISTING POLE LIGHT - - L_U - OUT OF SCOPE x I r v2180430 • 1o 0 REVISED N% KFB ' Et'' REWSION REVISEDrt' INSCR:PYGN BY c GM,? Facility Data and Design.Optimized. g Tigard Branch i OR1-141 11999 SW Pacific Highway Tigard,OR 3 LUMINAIRE SCHEDULE DESIGN BY: DRAWN BY: s JPW TLS REVIEWED BY: APPROVED BY: E NOTE.THIS LIGHTING PLAN ILLUSTRATES ILLUMINATION LEVELS CALCULATED FROM BLE KRM LABORATORY DATA UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA)APPROVED SHEET N0ri �� METHODS.ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINARIES MAY VARY DUE TO VARIATIONS IN WEATHER,ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS AND OTHER RELATED VARIABLE FIELD CONDITIONS.