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Parking Lot
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1 4 Job Address } t) (4,v. , { Tax Folio .2/3 a - O a' 0 0 0 g Le Description k ' . i ✓ X11 t�ys� Historically Designated: Yes No Owner/Lessee / Tenant s �� ° Owner's Address V(.94 qs t-C , , Contracting co. �ti Address W , . _ \ C Pty/. Q u a l i fi e r Q, SS# ' Phone C _ n °° 3i T S State # c !, Municipal #ZNE:PA`'�Competency il`AIns. Co. FEES: PERMIT RADON Permit Type (circle one): BUILDIN r E CTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Master Permit # Square Ft Estimated Cost (value) 3( " � WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) • Application is hereby made to obtain a permit to do work and installatipn as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. g L (% vvy VL1 eI+evs,7 and/or Copdo Pro ident Date r- ce le yet -'1 Notary as t• Owner and/or Condo4Presielent Date My Commission Expireaiw CHERYL BAIDA GERBER � � My Commission CC370832 1k. Expires May. 08, 1998 Bonded by HAI 800- 422 -1555 Y y C.C.F. Notary as to Contractor or My Commission Expires; 0 NOTARY NVA, Phone 3 o s - 8' 9 f _ 3'7 '.s 1S-146 �s' v er- Builder Date \\ '1'�V7 4 L& �I %J t -ri tormay �� wA O' J , IM MA 6a . PUG '7E3 BOND TOTAL DUE —7 � - APPROVED: Zoning Building Electrical JGrPi / 2 Mechanical Plumbing Engineering ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR GRAIN - SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR - RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS . SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 CAP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP • TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: • AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS • LAWN SPR UN(LER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK k ,- UT I L I TY -WATER * FIXTURES 1k ,es A SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. .- VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. _ ° , - -1 ski: W LA CATCH BASIN i • . ;. 1. . DISCHARGE WELL -/ DOMESTIC WELL �" AREA DRAIN a� �' ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING • LAWN SPRINKLER SYSTEM GAS RAKE METER SET (GAS) GAS PIPING PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION ELECTRICAL MECHANICAL (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /7 °?I 3‘-- 0d e'— 0 Q 5/0 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1 \`3 2. Description of improvement: � o 9 7R 155 135 1997 PR 10 08:69 3. Owner(s) name and address: c N. ,-;� , c'r )...� �... Interest in property: <7, .,, Name and address of fee simple titleholder: 4. Contractors name and address: b s „..,t....r, u Lys -& ,C. vV 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: 1' J Amount of bond $ 6. Lender's name and address: (' / 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N ,A N/ A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) f 16" (Awe vs l7 re of Own Pri t Owners Name fired d 1 C 141(0 Sworn to and subscribed before me this f day of ApAi L- , 1977 Notary Public Print Notary's Name ? i.ayt FZR� .4A ice My Commission Expires: ,14 y � /7fr Bonded by SUU- 422 -1 555 DE STATE OF FLORIDA, COUNTY OF DADE the it HEREB CERTI that this is a tr,,� b or i g inal . In office on CHERYL BAIAERBER O® __ �.� .� /' /\ My Commission CC370832 J' \ �011� 33 ko y. oa, gs Prepared by: \.0 N.. 123.01- FACULTY /STAFF PARKING (F /S DECAL) RESIDENT STUDENT PARKING (R /S DECAL) COMMUTER STUDENT PARKING (C /S DECAL) .—� TRAFFIC FLOW I pt Main). Entrance v,slro� PARKING N.E. 2nd AVENUE f PARKING BARRY UNIVERSITY CAMPUS MAP (A) ADRIAN (1) CORJESU CHAPEL (2) UBRARY (3) BROAD AUDITORIUM (4) FINE ARTS (5) WIEGAND (8) ADRIAN — SCIENCE (7) ADRIAN (8) FARRELL HALL (9) KELLEY HALL - ADMISSIONS (10) POOL (11) WEBER HALL (12) DUNSPAUGII HALL (13) DALTON HALL (14) LAVOIE HALL (15) HUMAN RESOURCES (18) THOMPSON HALL (17) RECEIVING (18) RENEE MOTTRAM DOSS HALL (19) GROUNDS SHOP (20) VILLA (21) ANDREAS SCHOOL OF BUSINESS (22) ADULT & CONTINUING EDUCATION (23) SCHOOL OF PODIATRIC MEDICINE (24) SAGE HALL (25) BROWNE IIALL (26) TRIANGLE BUILDING (27) WIEGAND ANNEX (28) FLOOD HALL (29) HEALTH AND SPORTS CENTER (30) JAMES G. GARNER BUILDING (31) PELICAN THEATRE 1x14. r A \\\\��� 6 8 1G E2 B 1G 6 STANDARD PIPE TENON SIZE Nominal Diameter (Iti Outside Diameter rfv 2 2 are 21R 2 718 3 3 1/2 3 1n 4 Length (11) Max. EPA (fly) Wind velocity (MPH) 130 120 25 23 19 30 19 15 35 18 14 Length (it) Embed. (ft) Weight Po) 25 5 1270 30 5 1710 35 6 2240 #6 or # 8 ground wire 44 ,■ Standard pipe tenon 3" X 5" hand hole w /cover 25', 30' & 35' Type 1.0 Poles 5500 N.W. 72nd Avenue Mleml, Plaids' 33188 (305) 685.9991 Tel, (305) 887 -8980 rex Pre -Cast Specialties, Inc. P('SI HINGED READING LID 41" x 7� " 1419 COVER (WITH HINGED READING LID) WT.-2% LBS. W /PLASTIC LID WT. -4Y4 LBS. W /CAST IRON LID 156" 1419 COVER (BOLT DOWN) WT.-2% LBS. 1419 BODY WT.-6% LBS. PATENTED 12" 13 4" "SNAP LOCK" TAB- 101/2" 15 - LIFT SLOT MARKING 21" •11 1419 COVER • WT.-2% LBS. %" SS BOLT FOR • COVER BOLT DOWN (MAY BE FASTENED WITH SINGLE BOLT OR KEY OPERATED LOCK. COVER SNAP -IN LOCKING RECESS 3" x 4" PIPE SLOT (2 PLACES) BROOMS PIRODUCT9, INC. Accessories: (field- installed) (Page 73) 12" housing 16" housing 22" housing Wire Guard FWG -12 FWG -16 not available Backlight Shield SBL -12 SBL -16 SBL -22 Polycarbonate Vandal Shield LS -12 LS -16 LS -22 amp Included! i '� #L ' b• 1 1 t 1 / I lyri I I "''tidP 1, " "' ` 1 111 1� Iltl'� �(� � _ r. i I L' i ' s= Cutoff Floodlight Order Information Housing Wattage/ Catalog Mounting Code Size (sq.) Lamp Number (Insert Code at * in Catalog #) 12' 50W MH MCF*405 -D 3 = 2' Adjustable Fitter 12' 70W MH MCF *407 -D 4= Yoke Mount 12' 100W MH MCF *410 -D 5 = Fixed 20" Mount 12' 175W MH MCF *417 -M 6 = 1/2' Adjustable Fitter 16' 175W MH CF *417 -M (1/2" Adj. Fiher for use on 12° housing only) 16' 250W MH CF *425 -M 8 = Without Mounting (hardware) 16' 400W MH CF*440 -M (factory- drilled) 22' 1000W MH CF *499 -M 12" 35W HPS MCF *503 -1 12" 50W HPS ?.1CF *505 -D 12" 70W HPS MCF *507 -M 12' 100W HPS ACF *510 -M 12" 150W HPS MCF *515 -M 16' 250W HPS CF *525 -M 16' 400W HPS CF *540 -M 22' 1000W HPS CF *599 -M Options: (factory- installed) Change Add After Description Suffix To Suffix 120V Reactor ballast (50 -150W HPS 12" housing only) 1 480V ballast (175 -1000W MH & 70 -1000W HPS only) 5 Tri -tap ballast (70 -1000W IAH & 70 —I000W HPS or4yl (Canada only) T Single Fuse (for 120V, Dual -lap or Tri -tap) F Dual Fuse (for 480V or Multi -tap) F 2 -Level (250 -400W HPS only) (Pages 52 -53) voltage suffix H Quartz Standby (includes 100W 0 lamp) (non delay -relay type) 0 Uplight Option U Button Photocell" Factory-installed with ail mountings other than 2" Adjustable Fitter (except: 1000W w /120V; all 480V) voltage suffix P External Photocell' (factory- installed) For fixtures w /1000W, 120V 1 P For fixtures w /480V 5 P Button Photocell" Catalog # Field - installed in fixtures with 2' Adjustable Fitter For fixtures w /120V (except 1000W) PC -1 For fixtures w/208, 240 or 277V PC -2 For fixtures w/347V PC *6 *Note: All fixtures with factory- installed photocell wilI be supplied with single voltage ballast. Cutoff Floodlight CF Series 100' 80' 160' 140' 120' 100' 80' 60' 40' 20' 0' 20' 40' This cutoff luminaire has an optical system specifically designed to assure maximum main beam projection, while minimizing spill light. It is generally positioned with a 15 to 25" tilt above horizontal to reduce glare and obtain optimum performance. Candlepower Distribution Curve of 400W HPS Cutoff Floodlight, 20° tilt above horizontal. 60' 40 20' 0' 20 40' 60 80' Iso ootcandle plot of one 400W HPS Cutoff Floodlight at 30' mounting height. and 20' tilt above horizontal. The main beam is 50° above a line perpendicular to the face of the fixture. 100' 100' 80' 60' 40' 20' 180' 160' 140' 120' 100' 80' 60' 40' 20' 0' 20' RUUD LIGHTING S aWgr ili r ' Vat& 12000001 •. Candlepower Distribution Curve of 1000W HPS Cutoff Floodlight, 20° tilt above horizontal. MEMO yy nNE ®► it I�■,M,i111114 1►u1111=1v,ls t IIMMILIMME mantaibamaio sofootcand e plot of one 1000W HPS Cutoff Floodlight at 40' mounting height, and 20° tilt above horizontal. Specification Sheets: BULLETIN MCF3 -12 ", BULLETIN MCF4 -12 ", BULLETIN MCF5- 12'.BULLETIN MCF6 -12 ", BULLETIN CF3 -16 ", BULLETIN CF4 -16 ", BULLETIN CF5 -16 ", BULLETIN CF3 -22', BULLETIN CF4 -22 ", BULLETIN CF5 -22" 2 -Level Option (250 thru 400W HPS) Pages 52 -53 Optical Systems Pages 58 -59 Mountings Page 60 Catalog Number LogicNoltage Suffix Key Page 61 Mounting Alternatives Page 72 Accessories Page 73 Mounting Brackets Pages 74 -75 Poles Pages 76 -77 63 3A* size i80) size 2A4 -3M Mounting Brackets PT, PD Series Mounting Brackets Order Information Round External Mount Horizontal Tenons (PT Series) Square Internal Mount Horizontal Tenons (PD Series) Round External Mount Horizontal Tenons (PT Series) The round base of the cast aluminum PT Series bracket is designed to mount over a round pole or tenon ranging in size from 2 -3/8" to 3" O.D. The PT Series brackets can be mounted on a square pole, but require use of the 90° Twin 180° Twin Square Internal Mount Horizontal Tenons (PD Series) The square base of the PD Series aluminum bracket is designed to be inserted into square, non - tapered 4" steel or aluminum poles. Die - formed end cap is supplied to enclose the wiring chamber. Fixtures mounted to these brackets can be adjusted vertically. NOTE: The PD- 2(90), PD -3(90) and PD -4(90) are not suitable for use with 22" square fixtures. 90° Quad PD- 4A4(90) RUUD LIGHTING Single Vertical Tenon (PB -1A). Fixtures mounted to these brackets can only be adjusted vertically. NOTE: The PT- 2(90), PT -3(90) and PT -4 are not suitable for use with 22" square fixtures. PT -2(90) 120° Triple PT- 2(180) 90' Quad 90° Twin 180 Twin 90° Triple PT- 3(120) PT -4(90) PD- 2A4(90) PD- 2A4(180) PD- 3A4(90) 75 steel and Aluminum Poles PA, PS Series Poles Specifications and Order Information Height (feet)x Bolt Maximum Width (Inches)x Circle Fixture Catalog No. Wall (inches) (inches) Weight (tbs.) Square Steel Poles PS3S10S( ")BZ 10 x 3 x .180 PS3S15S( *)BZ 15 x 3 x .180 PS3S20S(1BZ 20 x 3 x .180 PS4S10C( ")BZ PS4S15C(18Z PS4S200(132 PS4S25C(1BZ PS4S25S( /8Z PS4S30S(18Z Configuration Number 12" sq. housing 16" sq. housing 22" sq. housing 10x4x.120 15x4x.120 20x4 25 x 4 x.120 25x4x.180 30x4x.180 PS5S25S(18Z 25 x 5 x .180 PS5S30S(•)BZ 30 x 5 x .180 PS5S35S(•)BZ 35 x 5 x .180 PS6S30S(1BZ 30 x 6 x .180 PS6S35S( ")BZ 35 x 6 x .180 PS66405( ")BZ 40 x 6 x .180 Square Aluminum Poles 12" sq. housing 16" sq. housing 22" sq. housing NOTE: For VFT fixtures with sag lens, add .09 21 .70 1.26 2.36 10 10 10 10 10 10 10 10 10 10 10 10 11.5 11.5 11.5 PA3S10C( ")8Z 10 x 3 x .125 8 100 7.0 5.1 3.7 2.8 2.0 0.0 PA3S15C(9BZ 15 x 3 x .125 8 70 2.4 1.3 0.5 0.0 0.0 0.0 PA4S15C(1BZ 15 x 4 x .125 9.25 125 5.6 3.5 2.1 1.0 0.2 0.0 PA4S20DO8Z 20 x 4 x .250 9.25 175 7.5 4.8 2.9 1.5 0.4 0.0 PA5S25D( ")BZ 25 x 5 x .250 11.5 260 11.3 7.2 4.3 2.1 0.4 0.0 PA6S300()82 30 x 6 x .250 13 323 11.7 6.8 3.2 0.5 0.0 0.0 Optional Poles: Consult factory for availability of round tapered steel and aluminum poles. round tapered fiberglass poles, square straight wood poles. as well as High Mast and Sports Lighting poles. • EPA ratings for fixtures with 1 -1/2" Close Pole Mount or 6" Extended Pole Mount Arm (0 tilt) -i M Configuration Number 1 2 3 5 6 1 -1/2" Close Pole Mount Arm: 12' sq. housinq .47 .94 n/a n/a n/a 16" sq. housing .80 1.60 n/a n/a n/a 22" sq. housing 1.49 2.98 rite n/a era NOTE: For Configurations 3.5 & 6. a 6" Extended Pole Mount must be used. 6" Extended Pole Mount Arm: 12° sq. housing .55 1.10 .92 1.40 1 84 16" sq. housing .95 1 90 1.50 2.25 300 22' sq. housing 1.64 3.28 NOTE: For Configurations 3.5 & 6 with 22° sq. housing a special 12' Exte ee Pole Mount 71051 be used - consult factory. EPA ratings for 22" housings at 90 configuration, using special 12" Extended Pole Mount Arm Configuration Number 3 5 Standard housing with flat lens 3.03 4.61 QV or VFT Series with sag lens 3.21 4.88 QV or VFT Series with back box & sag lens 3.33 5.06 EPA ratings for VFT Series fixtures with 1 -1/2" Close Pole Mount or 6" Extended Pole Mount Arm (0 tilt) Configuration Number 250 & 400W MH (with sag lens) 250 & 400W HPS & 1000W MH (with sag lens and back box) Configuration Number 250 & 400W MH (with sag lens) 250 & 400W HPS & 1000W MH (with sag lens and back box) 22 1.12 2.08 3.44 150 150 150 450 300 400 175 350 250 450 375 300 525 450 400 EPA ratings for fixtures with Fixed 20 Mount -� w EPA ratings for fixtures with in -Line Bracket 2 Fixtures Pole "EPA" Ratings Base Wind Velocity (MPH) 70 80 90 100 110 30.8 18.0 11.0 39.2 22.9 14.0 9.1 15.4 9.9 26.7 18.4 13.1 29.3 21.8 14.7 1 1.58 1.64 23.5 13.5 7.8 29.8 17.1 9.9 5.9 10.9 6.3 19.3 12.4 8.2 20.5 14.4 8.5 • ■ 6 6.06 6.42 6.66 w 2 3.16 3.28 EPA ratings for VFT Series fixtures with 6" Extended Pole Mount Arm (0 tilt) 1 1.73 1.79 e 23 25 1.18 1.66 2.17 3.08 n/a n/a 1.39 1.88 3.02 ith sag lens and back box, add .06. -MI w 2 3.46 3.58 1 26 2.36 4.30 n/a 3 Fixtures 2.33 3.00 4.62 18.4 10.3 5.6 23.3 13.1 7.0 3.7 7.6 3.7 14.1 8.2 4.7 14.3 9,3 4.0 14.7 8.0 4.0 18.5 10.1 4.9 2.1 5.3 1.8 10.3 5.2 2.1 9.8 5.5 0.8 11.9 6.3 2.7 15.0 7.9 3.3 0.9 3.5 0.3 7.5 2.9 0.2 6.4 2.7 0.0 Shipping 120 Weight (Ibs,) 9.8 5.0 1.8 12.3 6.2 2.1 0.0 2.2 0.0 5.3 1.1 0.0 3.5 0.6 0.0 79 114 149 78 119 149 182 252 301 320 379 493 457 614 686 21 31 43 99 143 210 EPA ratings for Square Tube Post Top Light 16' sq. housing 22' sq. housing 22' sq. housing with OV Series Optics: 250 & 400W MH (with sag lens) 250 & 400W HPS & 1000W MH (with sae lens and back box) EPA ratings for Round Tube Post Top Light Center Tenon or Direct Fitter 121 0h- Center Tenon or Direct Fitter Twin Direct Filter 1.96 EPA ratings for 12" housing with Adjustable Fitter Catalog # # Fixtures 0' 10° 20' 30 45' 60 PA /PB -1 1 81 65 77 84 91 1 07 PAJPB -2 2 -line 2.32 2.89 3.14 328 3 41 373 78 -3 3 n -1ne 4 58 491 5.28 5. 5 28 517 18-41901 4 © 90' 3.38 4 04 4.16 4 23 4 30 4 46 P9-4 4 in -iine 5.54 6.93 7.42 7.71 7.95 890 PT -1 1 .82 .86 .98 1.05 1.11 1.28 PT /PD -2(90) 2 4 90 1 25 1.41 1.52 1.58 1.62 1.77 PT /P0- 2(180) 2 0 180' 1.43 1.43 1.43 1.43 1,49 1.75 PT /PD -3(90) 3 et 90 1.87 2.02 2.13 2.19 2.23 2.38 PT- 3(120) 3 ®120 1.70 1.89 2.21 2.36 2.47 2.76 PT /PD -4(90) 44090 1.87 2.02 2.13 2.19 2.23 2.38 PW -1A3 1 1.08' 1.12' 1.24" 1.31" 1.38" 1.54" PW -2A3 2 2.16' 2.24" 2.48* 2.62" 2.76" 3.08" EPA ratings for 16" housing with Adjustable Fitter Catalog # # Fixtures 0 10 20 PA/PB -1 1 .93 1.06 1.27 PA/PB -2 2 in -line 3.46 3.71 4.13 PB -3 3 in -line 5.61 6.13 617 PB -4(90) 4 ®90 4.82 5.09 5.30 P8 -4 4 in -line 7.76 8.55 9.41 PT -1 1 1.14 1.26 1.48 PT /PD -2(90) 24190 1.90 2.16 2.36 PT /PD- 2(180) 2 00 180" 2.09 2.09 2.10 PT /PD -3(90) 3 et 90° 2.83 3.10 3.30 PT- 3(120) 341 120 2.07 2.81 3.50 PT/P0-4(90) 4 41 90 ° 2.83 3.10 3.30 PW-1A3 1 1.40' 1.53" 1.74' PW -2A3 2 2.80' 3.06` 3.48" 30 1.39 4.38 7.14 5.42 9.90 1.60 2.47 2.34 3.41 424 3.41 1.86" 3.72" NOTES: ( ") Specify direct mount pole configuration: 1 2 3 5 8 -■ w i�r 4 (") Indicate T for tenon mount For fixtures with Fixed 20° Mount, add prefix "2" to configuration numbers (i.e. "21 ", "22 ", "23 ". "25" and "26 "). Poles longer than 30' are segmented. Consult factory for pole freight (based on ship -to zip code). Poles can be ordered without base cover. 45 1.50 4.59 7.45 5.53 10.32 1.71 2.56 2.40 3.49 4.74 3.49 1.97' 3.94" 2.23 3.41 3.50 3.56 60 1.78 5.16 8.30 5.81 11.45 1.99 2.81 2.84 3.75 5.09 3.75 2.25" 4.50" 70' 1 37 1.84 1.90 2.45 3.08 2.45 1.63" 3.26' 70 1.95 5.49 8.81 5.97 12.13 2.16 n/a 3.08 n/a 5.48 n/a 2.42' 4.84' EPA ratings for 22" housing with Adjustable Fitter Catalog # # Fixtures 0' 10' 20' 30 45 60 PA/PB -1 1 1.62 1.94 2.34 2.56 2.74 3.26 PA/PB -2 2 in -line 5.63 6.28 7.07 7.51 7.87 8,91 P8-3 3 1n -line 9.12 10.27 11.45 12,12 12.66 14.22 P8-4(90) 4 4 90 7.93 8.43 8.82 9.04 9.22 9.74 P8 -4 4 in -line 12.62 1427 15.84 16.73 17.45 19.53 PT -1 1 1.83 2.15 2.55 '2.77 2.95 3.47 PT/PD - 2(180) 2 43180 3.45 3.45 3.87 3.99 423 4.97 PT- 3(120) 3 180120° 3.33 3.68 4.97 5.33 5.51 6,41 PW -1A3 1 2.09' 2.41° 2.81° 3.03' 321' 3.73' PW -2A3 2 418' 4.82" 5.62" 6.06" 6.42" 7.46* These values must be multiplied by this ratio: Fixture Mounting Height Total Pole Height 70 3.56 9.51 15.12 10.05 20.73 3.77 5.44 n/a 4.03' 8.06' 80' 1 2 0 3.99 6 56 4.58 9.13 1 41 1.87 1.95 2.48 3.16 2.48 1.67' 3.32" 80 2.02 5.63 9.02 6.04 12.41 2.23 n/a 3.18 n/a 5.63 n/a 2.49' 4.98" 80 3.69 9.77 15.51 10.18 21.25 3.90 5.60 n/a 4.16° 8.32' 90' 1 21 401 559 °g 9.17 1.42 o/a 1.96 n/a 3.16 n/a 1.68' 3.34* 90 2.03 5.65 9.05 6.05 12.45 224 n/a 3.19 n/a 5.63 n/a 2.50" 5.00" 90 3.69 9.77 15.51 10.18 21.25 3.90 5.60 n/a 4.16" 8.32° 77 90 - 80 - 70 60 - 50 - 40 - P N 30 20 0 - 40.1 48.7 56.4 4440 48.5 55.5 56.9 5740 58.4 60.7 58.9 580 59.4 61.3 59 4 58 58 2 57 50.6 16 54.1 57.9 65 69.8 72.8 71.7 71.5 72.4 74.1 72.6 71.9 72.8 74.4 71.4 67.3 61.3 S9.4 ENCLOSED 10 HANDBALL COURT - 6440 70 78 B2 .5 854F 94.8 84 -8 85.5 88 85.9 85 4 85.8 97 84.9 81.9 78.1 75 t 7 t 1 r t O 10 20 30 4D (29) A1440 -4 40C WATT MH HIGH BAY FIXT CEILING HEIGHT: 28' FIXTURE HEIGHT: 25' (BOF) REFLECTANCES: 50- 40 -20% MAINTAINED FOOTCANDLES SHOWN 2.5' ABOVE FLOOR AVERAGE = 73.47 =c MAXIMUM = 90.2 fc MINIMU1 - 40 fc AVG /MIN = 1.84 MAX/MIN = 2.25 59 2 59 59 66.4 664p 66.5 72.1 .72.4 72 -4 80.2 80.6 80.6 85.2 85.3 85.2 87.9 8842 88.2 97.6 87.7 87.7 87.6 87.9 87.9 88.3 813.5 88.4 89.3 891F 89.8 88.2 88.7 88.9 88.3 BB 6 89.6 88.7 89.1 89 B9.7 80 90.1 88.4 89 3 88.7 87.7 89 5 98.5 86.8 89.8 88 5 85.5 8803 89 81.5 82.5 87.5 73 77.7 83.1 64.1 69.1 73.7 5i08 614 8 70 . 4 50.9 54.9 6'.3 - i 59.1 56.4 48 6642 64.1 53 72 69.8 57.8 80.1 77.9 64.8 85.1 82.3 69.5 874F 85.4 72# 87.5 84.7 71.6 97.5 84.7 7.3 B8.2 95 4 72.4 890 86.7 7340 8B.4 85.8 72.4 86.3 85.2 71.7 B8.5 89 88.2 87.1 87.7 890 86 80.9 85.7 72.6 87 740 95.7 73 83.3 73 84.3 74.1 85. 1 7440 94.1 70.9 79.1 67.4 71,8 61.6 56.2049 59.5 52.2 42. ES .1 t 7 6 4 O � 44. 48.4 55 . 56. 57. 58. 60 . PATE: 04 -02 -.997 3 3 3 58.7 58.3 59 61 59.1 5B,8 59 4 62.1 61 8 62.3 62.5 59 50 9 5 50 60 70 BO PROJECT NAME: NORTH, 5T 3APT I ST CHURCH FILE: C:■AGI \JOBS\NEBC3 AGI SCALE: 1" =20 FEET ENGINER:ART HEPHNER UUJD L 0GEKT0NJG 800/236 -7000 0.45 0.95 2.16 4.84 10.1 13.7 12.1 6.61 3.07 1.41 0.74 0.54 0.65 1.13 2.42 5.26 10.7 13.7 11.7 6.03 2.77 1.21 0.55 0.29 0.64 1.29 2.7 .84 1.63 3.45\1 8. -8 9.90 9.20 7.91 4.76 2.38 1.37 1.07 :1.23 1.97 3.86 7.14 8.86 10.0 9.06 7.61 4.32 1 04 1.79 9.00 4.68 7.14 8.78 7.87 5.71 3.78 2.49 1.69 1.40 1.56 2.19 3.39 4.96 7.42 9.01 7.68 5.30 3.43 2.11 1. 9 0.73 1.10 1.71 2.64 4.75 6.71 7.87 7.29 5.84 9.64 2.35 1.79 1.60 1.70 2.15 3.07 5.14 6.92 8.13 7.11 5.47 3.23 1.94 1. 4 0.83 1.19 1.85 3.06 4.62 5 .42 2.19 3.14 4.13 4 .67 2.24 3.00 3.64 4. .70 2.28 2.57 3.43 3 .70 2.25 2.95 3.52 4100 4 .2 4 4 .1 7 3.90 3. 2.99 2 .S4 2.23 3.12 3.91 4 22 2.03 3.13 4. 41 5 6.27 13.3 .2 15.7 8.78 3.90 1.87 1.05 0.80 0.93 1.54 3.09 6.89 14.1 4.6 15.3 8.04 3.51 76 6.64 6.22 5.21 3.90 Z.69 1 92 5.43 5.19 4.60 9.83 2.98 2 27 4.52 4.46 4.04 3.51 2.99 2 31 3.99 3.96 3.77 3.41 2.93 2 55 4 _ - 4.5 4.39 9.68 3.00 2 42 6.19 5.63 4.96 3.92 2.85 2 06 1.86 1.92 2.57 3.55 4.69 5. 29 0.85 2.37 1.75 1.50 1.63 2.14 9.15 5.05 7.44 8.86 7.72 5.48 3.21 2.00 1 25 0.78 12 0.64 .72 1.40 2.98 6.56 10.8 12.2 11.7 8.57 4.21 2.03 1.17 0.90 1.04 1.68 3.35 7.11 11.1 12.2 11.5 8.0 3.79 1.74 0.87 0.48 3.18 1.49 0.66 0.35 .14 1.70 2.88 4.74 6.29 7.35 6.75 5.63 3.77 2.31 1.86 .08 1.74 2.81 4.64 7.24 8.58 7.93 5.86 9.54 .94 1.76 3.50 5.73 7.38 9.01 8.13 6.52 4.55 2.59 1.59 1.22 1.38 2.13 3.90 6.03 7.67 9.10 7.96 6.27 a � 92 1.78 1.85 2.39 3.48 4.90 5. 5 6.80 6.09 4.95 3. 93 1.96 :2.19 2.76 3.55 4.39 5. 59 2.35 2.53 2.83 3.37 3.88 4. 8 5.51 5.09 4.38 3.48 2.45 1 63 1.00 9 4.55 4.98 3.93 3.18 2.47 1 95 1.21 66 2.59 2.52 2.66 3.24 3.66 3. 2 3.99 3.67 5.57 3.10 2.44 1.86 1.34 64 2.47 2.50 2.63 3.31 3.75 4.2 4.26 4 .39 3 70 3.1,: 2 46 1.86 1.27 47 2.12 2.34 2.81 3.52 4.15 4.76 5.04 4.74 4.17 3.34 2 47 1174 1.10 PROPOSED ALTERNATE PARKING LOT LIGHTING LAYOUT (4)CF3499- M(1000v MH)CUTOFF FLOODS 147 25' HEIGHT TILTED To 25 DEGREES ABOVE HORIZONTAL CONCRETE POLES SUPPLIED BY OTHERS WITH 2" RIGID VERTICAL TENON ON TOP OF POLE (2 9/8 MAX. TENON 0.D.) ALL FOOTCANDLE LEVELS ARE MAINTAINED AT GRADE 1.65 1.77 2.15 3.30 5.09 6.47 7.58 6.56 5.32 3.36 1.90 1 1.61 0.78 0.43 2.03 1.01 0.56 2.20 1.32 0.92 1 6.32 5.71 4.71 3.52 2.34 1.40 0.96 MAINTAINED rOOTCANDLES AT GRADE AVERAGE - 4.12 MAXIMUM - 15.7 MINIMUM .29 AVG/NIN • 14.21 MAx /MIN • S4.14 f fc f PROSECT NAME: REQUESTED PARKING LOT LIGHTING LAYOUT FILE: C: \AGIV OBS".BENNETT.AGI SCALE: 1 • 20 FEET DATE: 07 - L1 - 1996 MIKE ENGINEER: KRUE GER RUUD LIGHTING 800 /236 -7000 ff 0 c z� 5 � m r+ m 0C) o c 0 F. co 3 0 T a �p (1n o Oso v � N .. m0 cn • O /t 11.00 I I M= v citL c u_ .z 1130 [ _ ln , Q. LL T o LL Q I EXISTING PINE TREE (TO BE REMOVED) 8.5' (TYP) PR'OFt. 65 LF CF O N 11.401 \\ p0 7 • 11.50 -4 ®1 a I \'` ). FRENCH DRAI44 11.50 I 1 (TYP) 0 EXISTING 12" D.I.P. WATER N 0 0 11.25 / EXIST. 12" tS1 E MEN MAIN 0 \ 0 PR PP. 6S LF 1 OF FIRENCL DRIIN — f 1 1 T T I I / 11.501 --/ • s.5' ► t 1 (TYP) 01 LL I Q ,�Q 0 a:z ow cc [ (TYP) [ 11.50 cn . 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Ra■R �s !yu ■N■u ■ ■■ •u i' j , r I 111111 I .i/ R■RI /■1 ■■■ ■ ■ ■N 1 NLZItNN ■ 1 ■ ■N■iN■ N■■■H N■lu■W li■R■i■!N 11�"J i i. , Q/ iRt■NRNNNiNNsminu ■N1■■ ■NaN1ii■■1i■N i Ni ■ w_`s ie T !'lral W■■■■s■■■N■■t■ �• l■ IENIII � R.l — � �• a■■NiaWm i■■■ve■ ■a■�■iuii °■NNiiiiiii■.■■i■ NiiNN■iiWii■i1RN i■■■/ 1�11RNN■111 N�■■N■N■■ N■■■NN1 m ■ nr i Ni■ s -g as� .R a Bennett Electric Service Company, Inc. t ya (305) 759 -1885 um . 8900 North East 4 Court, Miami, Florida 33138 Project .• B VI stitC - _ i Addre> \X3 N 3 Arc E Tv, 41s c�Kl iv /-Q'r a. — 1 9 bys (,r\ Eall Approved by: E.G. 0000825 ER. 0007400 1 +1 INUNIMIIINII p m■■■ i um r xgoms euaw C.C.000013233 ti= isinmu �NlN E - sn �eaer4 /i■■■ ii;■iR ■ice i 1 Ni im anPnialia 1 , 1 E7 Np 1/ ■11 ■■ +1N■ • • 1 ■•■■1■ RJR■■■/ ■■■■1■RNi `i st) = - cex G -10. 1 prra 64. ItAR a , +- { c tai , 1 1 " N Alze59..itczolvvv: r i APPROVED BY DATE ZONING STRUCTURAL ELECTRICAL , e. ,, s,,� PLUMING MECHANICAL BLDG. OFFICIAL SUBJECT Its COMPt 1z'VCE. WITH Aft FEDERAL, STATE AND COUNTY RULES MD REGULATIONS. MIAMI SHORES VILLAGE r'SSUMC'.. NO RESPONSIBILITIES FOR ACCURACY OFOii RESULTS FROM THESE PLANS. COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. MIAMI SHORES VILLAGE PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Pc4 R -krAk, form Date Upb Address tV \ A, N Gf \‘k Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Bonding Company Master Permit Owner's Address \ \ 3c .. .. ASt CkJwt,.r . — Contracting Co. Z.X a ` e_9..., C , me- Address 6 ► Qualifier o\n K C, \`\ SS# -� � - � X13 c) \kit. Architect/Engineer k CIL +oc' tgi Mortgagor Iv /A Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: RADON Address Address Phone State # E3 (o5 Municipal ittel2 Z» Competency ns- Co. Address \ \ a-1® N _ otary as to Contractor or My Commission Expires: C.C.F. NOTARY r•Ots )1/A Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ;, (to) � ?<L.s ., 3 ac,„.aAS. _ dr �� ja x i tom C�► $� �► _ �2 SNIN.A. '-1® Square Ft Estimated Cost (value) 4(62200 r WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated tore of Confracto er- Builder BOND `.. C\\ V\e‘k( Dme 1 CONAKIGHY NOTAAof MEW STATE ni FLORIDA C:O ON NO. CONEE23 M IAAi )l. Air: 4/ TOTAL DUE APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering { 1 1,‘,/st ./ Bennett Q��� SeD vice Co • VSA 1 o oA 4e. J .... • \i1 T amyika .10 SIIEET 110 CALCULATED BY CIIECKI D BY A DATE SCALE .. i 1 OF t‘t4 .,V\ A g'1Y tE V DATE .j • Art? zo Imburgia CONSTRUCTION SERVICES, INC. STATE GENERAL CONTRACTORS • ENGINEERING CONTRACTORS CGC- 011601 9545 NORTHEAST SECOND AVENUE • MIAMI SHORES, FLORIDA 33138 v&51 V W ? 110/3 %� 1l' ' -3 I( Y����K 1.g ARC,\ NI S ‘ (, C(44'C 19114r 4 P. 1‘ (\ 1.0, 1t ‘, ,, . 1 �� ►� A0..,(nt ,1 � �, ,•� Sp `v tAP A'A Wiik":%A.tc < S? 'ZA _ DU. 1 2H ,a3 2`5 2l 2. 3© Y r . N'trnp 3 %.Rv trrc c ) 6 \ �°�\ ���., � r( bra t, -�-- �, CONSTRUCTION SERVICES. INC. • ENGINEERING CONTRACTORS coMRACfORS STATE GENERAL 5'ECJp13D AVENUE, 160� SSrFLppiS*Z711$ ' H i I V v r. \A 1+ 4 rm.n c u.,, 11171 Bennett Electric • Service . • 400 . V' 'tit. \114 l! ts \ l..4 r T.. 1`` S� • SIIEET N0 OF - 1� _ DATE ``Ma CALCULATED BY CIIECKED BY DATE SCALE qrs:2) Imburgia CONSTRUCTION SERVICES, INC ___ STATE GENERAL CONTRACTORS • ENGINEERING CONTRACTORS CGC- 011601 9545 NORTHEAST SECOND AVENUE • MIAMI SHORES, FLORIDA Ml3$ 10 -6 -50 a3 tzr1� MINI III13-1M111 aY -Tl�it A30.11., 10 Imam 3.0 11111127110.0 8.0 6.0 1.0 9t1 MAI MIMI MIMIl � �EI_ 111MI 30 1tt.1• 1r x.11 7• WON MIME KIM M 11111111:411 A3 - 0- 00 e.�1411301I!�E1PI,� 0 ' * W* E.h!•�f�hJ M1111T1111 1 WILE NMI IILIMILILI A36 -0- AI E)RlriADM, )•UNIT =MI �N 111, ' -Oat <>!L>r LIAL111101 3.0 1021 4.0 •0 t A 6 -D -100 t - -111111111W11011 .. • - " WIMP !L'1• .48 T% IMINi . ir•111 0 E3.1•1K .kIMIL J•[ 1111.181111 4 41 IIIIMa 7 95 ' 0 -1 2 10 5 [!aWWI 'itl 66, _ ; t i IllattilLWAINEMENIMPLAIWILS liHWEI J1 1111 1`L'llLIELPI o: �� M fi r Ha*JI1 SI VD A3 - 0- 00 e.�1411301I!�E1PI,� 0 ' .ly I $ IRS A36 -0- � ' I�I�t 'j t �N t., -'- .. 3altL 66Mi Td V;15VTIIIIIII riNnT5T1111111111TIMIKIRTINFITIMWRI141111111517111111(WilkWIMICKINFPES • !-Ii 0 20 Ii a 6. l0 0 8.0 Ilmilirpra 1 0 2 0 #F 1♦1KR.r 1 1 IMMI >• 111MS r MW1K11lFtATNiliT IEIMBNIEIV UMBIAM1_1412lLJ Fllil rl1:111 • I11WE MMIM VD J w1i7sa11111P(II WWI 7 . P1 NMI T A • - - " � .9 3 .70 .6 7 .' . 1.1.1 T - - 36 FT �10 4 SHAFT LENGTH l� WEE MU 9 !OM LAPLEILMILI 1 0 2 0 � 1100.11111A11110111 DEF. 96 WWII � ?Q' TA3 -r VD 9• ' M� � UM MAI EL'1 1.1.1 [ CATALOG NUMBER MTG. HE fFll 4 SHAFT LENGTH l� S OF T POLE OA) gI as— BOLT CHICLE mi PER MAXIMUM (1) DEF. 96 WWII 6 0 MPH OOMPH 100 MPN 1 Sent 1;y? POWER & L10[F1N© SYS SHERMAN POLE DIVISION ANCHOR POST BASE TOP FIBERGLASS POLES 505 VERTICAL LOAD • 1009 VERTICAL LOAD* 2008 VERTICAL LOAD* 3001 VERTICAL LOAD* 305 445 1948; 05/16/96 1:25PM;je( #971;Page 2 `VERTICAL LOAD WEIGHT Or FIXTURES + MOUNTING APPARATUS NOTES' 1. EPA RECOMMENDATIONS ARE CALCULTATED PER AASIET° STANDARDS AND INCLUDE A 301 GUST FACTOR. 2. STATIC DEFLECTION OF POLES DOES NOT EXCEED 1.31 Or SHAFT LENGTH. 3. MAIN DEFLECTION UNDER FULL EPA DOES NOT EXCEED ASTM STANDARDS STANDARD- 2 315 TENON FOR TOP MOUNTED LUMINAIREI SHALL ACCESS OVAL 000R (2 1/2" X 9 "1 WITH COVERT STANDARD COLORS, - LIGHT OREY(1), DART( BRON1E(2) AND BLACK(31' GALVANISED STEEL ANCHOR BASE WITHOUT BOLTS OPTIONALs 3 TENON! LARGE ACCESS DOOR (4" X 12 "1' SPECIAL COLORS' STAINLESS STEEL WIRE NEON IN PLACE OP TENONS FOR T1P DIAMETER 3" OR SMALLER. t OY 1F, '96 1320 I95 445 19 R-1/1* DR V WEN ..._ 1. A t e IIII 1 * PR A AMMAN KM t4' itAN0A1ti Pf1f;F . F10? / — POLL ADORN SASE mini 401E COMM MUM Imburgia CONSTRUCTIOI' SERVICES, INC. STATE GENERAL CONTRACTORS • ENGINEERING CONTRACTORS CGC•011601 9545 NORTHEAST SECOND AVENUE • MIAMI SHORES, FLORIDA 33138 - ict f Sent 6y: & LIGHTING SYS • • Specifications 305 445 1948; 05/16/96 1 :26PM;Jet #971 ;Page 6/6 Certification: Underwriters Laboratories listed (for 120, 208, 240, 277 and 480 Volt only) and Canadian Standards Association certified (for 120.208.277 and 347 Volt only) tor wet locations. Housing shall be Iabncated from a one -piece extruded aluminum side panel with mitered cor- ners that are rnternafiy welded and sealed. A press-formed aluminum top cover shall interlock with the housing extrusion and have a continuous weathertight seal and a peaked center for increased strength and efficient water run -off. Optical Chamber shall be consist of a one -piece hydroformed reflector with a highly specular Male finish. Reflector shall hinge down for access to ballast and wiring by releasing two (2) three- quarter tum latches. The open ens of the reflector assembly shall be sealed with a one - piece high temperature gasket mounted in the fens trams. Lamp socket shall be porcelain mogul base With a vibration proof lamp grip shell. For High Pressure Sodium lamps, the appropriate 4KV or 5KV pulsed -rated socket shall be provided. The socket shall be mounted in a cast aluminum holder attached to the reflector wall and shall be gaskeled for airtight integrity with all wires entering the optical chamber to be sealed at the point of entry. All lamps shall be supported at their ends by an adjustable harness for precise local position and vibration protection. Lens Frame assembly shall consist of a impact resistant clear tempered glass lens enclosed by a one - piece high temperature gasket and securely retained in an extruded alu- minum door rrerne. The frame shall be hinged at one end, and shag close and seal the optical chamber by two (2) concealed, captive, spring loaded latches. Fixture shall be held open for servicing by sell - locking support arm. Lens frame, yoke and mounting tenon shall be finished In light gray TGIC powder coat paint, (Optional) Polycarbonate shield shall be one- piece. vacuum formed, and shall be mounted in a one -piece high terperature gasket in place of standard glass lens. Pole Mounting shall be by one of the following methods: Post Top Model shall be supported by four (4) formed tubular aluminum arms, welded to the lens frame and to an aluminum mounting tenon. Mounting tenon shall have a single internal mounting bolt which activates an expansion device for mounting to the pole with no visible fas- teners. Optional T Tenon Mount shall consist of an extended fi mounting tenon for mount- ing to poles having a 2' pipe tenon (2W O.D. x 4W minimum length). Tenon Mount shall be provided with eight (8) stainless steel alien head cup -point set screws. Lens ham assembly shalt be factory prewired and assembled to the housing for easy field attachment t to the poles as a single fixture assembly. • Side Arm Mounting shall employ a one -piece rectangular aluminum extrusion with internal cen- , tering guides. Lumirnalre- to-pote assembly shall be made through a mechanical t rawbolt • �' attachment within the arm. The complete alum assembly shall Include a pole reinforcing plate which mounts Inside the pole for added strength a1 the arm john. • AD EMatrtoai Components shall be Lk recognized and an Integral part of the fixture. Ballast and related components shall be tntagrated onto a single mounting plate as a sett- contalned sub- assembly. To facilitate fast assembly and maintenance, this electrical subessernbiy shaft be attached to the Ordure with quick-disconnecting hinges and spring loaded latch pins. Fast Held wiring shall lea provided for by prewiring ell electrical component$ with quick Optional photocell receptacle Shall be factory Installed In the top cover, and shell accept NEMA base photocells (by others). Ail ballasts shag be component type capable of providing reliable Tamp starting down to - 20°C, with power factor of 90% or better (High Power Factor). Lighting Performance for each luminaire shall be a TYPE V SQUARE, CUT - OFF distribution. There shall be no upward light, and candlepower at 10° above maximum shall not exceed 3.5% of the total lamp loosen for clear lamps. For phosphor coated lamps, the candlepower shall not exceed 2.7% of the total lamp lumens at 25° above maximum. The light pattern shall be a well defined square about a central pole, with maximum c andlepow ere occurring In the corners at the horizontal angle of 45°, 135°. 225 °, and 318 °. The total down- ward efficiency shall exceed 71.5% for all clear lamps. (Also available with asymmetric Tight pat- ter, see p.5). Standard Finish shall be TOIL thermoset polyester powder coat paint applied over a chromate conversion coating In black. dark bronze, fight gray or white. Finishes are applied over a satin polish to eliminate extrusion die marks end provide a clean, crisp appearance. Optional Finish shall be Architectural Class 1 Anodize over satin polish. Available colors are black and dark bronze. Lens frame assembly (tenon, tubular arms and lens frame) is always light gray TGIC polyester powder coat paint applied over a chromate conversion coating. Warning: Fixture must be grounded In accordance with local codes or the National Electrical Code. Failure to do so may result In serious personal injury. MAY 16 '96 13:21 305 445 1948 PAGE.006 Kim Lighting s CONSTRUCTION SERVICES, INC. STATE GENERAL- CONTRACTORS • ENUIi1EERING CONTRACTORS CGC•011G01 9545 NORTHEAST SECOND AVENUE • MIAMI SHORES, FLORIDA 33138 A Imburgia '9 I car, Sent by:4FOWER & LIGHTING SYS 24" sq. 24" 8I Up to 400 welts 4 Kim Lighting Flush Mount MAY 16 '96 13:21 t 28" sq. Standard hush mount with Single boll expansion device. Available for Kim poles with plain square cut lops See Kim spec sheets for 5S0 series fixtures 305 445 1948; 1 Optional Photocell Receptacle Tenon Mount ptional T Tenon Mount tor poles having a 2" pipe tenon (23" O.D. x 43/4" *nimum length). 05/16/96 1 :26PM;Jj #971;Page 5/6 U Stde Arm Bunt Fixture Is furnished with arm mount in place of tenon spoke mount. • ■ ▪ i l Available in twin or quad mounts only. 305 445 1948 PAGE.905 110) 1 A Imburgja CONSTRUCTION SERVICES, INC. STATE FERAL CONTRACTORS • ENGINEERING CONTRACTORS NTR'4CTORS 9545 NORTHEAST SECOND AVENUE • MIAMI SNORES. FLORIDA 33138 9 Sent by:'POWER & LIGHTING SYS • • Finishes $T`Im t PoyreeW Powder Cart Paint Optional Mtodised NMsMltt at s tra coat: Opti ons PShe� • Poles Vw.n.W M e ti.d.mrkof liken HAY 16 '96 13:21 Tenon Mount: Photocell A•1 Receptacle: Mounting: ti p: Side Ann Mounting: Catalog Number: Ordering Guide Post Top Mounting: 305 445 1948; 05/16/96 1:26PM;,Jg #9/l;Page 4/6 Oat. WH-P SL-A L5-5 Add T to catalog no. Ea ESQ -115T Side Pole Mounting Arrangements ■•r ■r B C Description Black Dark Bronze (resembles 313 Duranodice in color) light Gray While Black anodize 1 Lens Frame Is always Dark Bronze anodize LOP Powder Coat Una -piece clear Potycotbonafe Shield mounted In lens frame In i. place of glee Iona. Not available with 400 wen or 1000 watt lamps. CAUTION: Use only when vandallom Is anticipated to be high. Useful Gfe Is limited due to yellowing caused by UV from sunlight and Mercury Vapor or Metal Halide traps, Extended fixture mounting Won for mounting poles with T pipe tenon (x' 0.0. x 4W minitmrm length). integrally mounted 6 a NEMA base ptoscce1s (by oVters). For mounting enengenteMe B of C, one boss shall be Wished *eh an installed receptacle (p(w a May when required) b operate the others Uee poles listed on Kim specification sheets PBA, Pee, PT$$, PRA, LIRA. PPM, and FIRS, See specifications sheets PRA. Pea, PT'55 PRA, LTNA, PR$ and PT $. Side pole mountings should be used only than a light level greater than that achieved with a shngte fixture to desired. Side mounting a single kmdnaire is not recommended because of pole shadow Interference. 580135 / LG -P / LSr5 / A -25 / PSA2O- 5188FM / LG -P 006 s'fi6420 Mou I ou ntiu ng: 20 / 5X -135 / DB -A / LS-5 / A -25 / PSA25 -51888 / DB -A Kim Ligtxutg 7 305 445 1940 PAGF . n01 is R_o,mAD Imburgia CONSTRUCTION SERVICES, 44' STATE GENERAL CONTRACTORS • ENGINEERING CONTRACTORS CGC- 011601 9S4S NORTHEAST SECOND AVENUE • MIAMI SHORES, FLORIDA 3313> ct , o,ce,k,. Vic=,% Sent by: POWEN & LIGHTING SYS Ordering Information Fixture Cat. M. For P p Mounting 55Q -300 0-301 590 -330 590.304 590 -310 5X -310 590.311 5X -311 59Q -312 5X -312 590 -313 6X -313 590-331 5X -331 590 -314 6X -314 550.106 5X•105 5X -106 5X -107 5X -108 5x -170 5X -101 550 -106 590 -107 590-108 590.170 590.109 550.111 590-113 590 -115 590 -117 590.171 530.119 590-130 550.131 550 -132 590-133 590-172 590134 590 -135 590 -136 590-137 590 -138 590-173 590 -139 590-150 550 -151 590 -152 550 -153 530.174 590.154 590 -155 590.156 550 -167 590 -158 550.175 590 -169 5 hrn Llphtmp i st For twin Or quad mounts only. Mature Cal. Ma. Tor Me Arne Mounting 5X-300 5X-901 5X -302 5X-303 5X -330 6X -304 5X -111 5X -113 5X -115 5X -117 6X•171 5X -119 5x•130 5X -131 5X -132 5X -133 5X -172 5X -134 5X -135 5X -135 5x -137 5X -138 5X -173 5X -139 5X -150 5X -151 5X -152 5X -153 5X -174 5X -154 5X -165 sx -166 5X -167 5X -168 5X -175 5X -169 MAY 16 '96 13:20 Mum !lobe by others 28' sq. 24' eq. 24' sq. 24' sq. 24' sq. 1000 Watt Metal Halide, Clem BT -56. Mogul Base 1000 Wag High Pressure Sodium, Clear, 2.25, Mogul Base 305 445 1948; 05/16/96 1:25PM;,1etf #911;f'age 3/6 120 400 Wan 206 Metal Halde, Clear. 240 8T-37 or 61)47 Pin 277 Oriented Mogul Ban 347 480 400 Wan 14911 Pressure Sodium, Clear, 6 -18 Mogul Base -250 Watt Metal Halide, Clear, BT -29 or E17-28 Pin Oriented Mogul Base 250 Watt High Pressure Sodium, Clear, 6-18 Mogul Baer 175 Wan Metal Halide, Cleat 24' eq. BT -28 or ED-28. Pin Oriented Mogul Base 150 Wan High Pressure 24' eq. Sodium, Clear, E -23t4. 55 Volt, Mogul Base lower Factor Une ttlieat Volne Typo Wets *nips Amps 120 200 240 277 347 460 120 206 240 217 347 490 420 '. 208 240 277 347 480 120 208 240 277 347 480 120 206 240 277 347 480 120 200 240 277 347 480 120 208 240 Lag 277 347 480 Conateni Wattage Aulolr*nstormer Constant Wetttags Autotranatormer Constant Wattage Autotransformar Carolina Wattage AutotranNamor Canetant Wattage Autotranstormer Constant Wattage Autotranaformer Constant Wattage Autotranslormer Line Operating tttenh►p 1080 1060 1090 1080 1060 1000 1100 1100 1100 1100 1100 1100 458 450 458 458 455 4S8 '. 45? `' 3.80 ,451' 2.20 457 - " 1.90 457 1.70 45T 1.32 457 1.00 295 295 295 295 290 295 295 2195 295 295 295 295 215 215 215 215 215 215 170 180 180 180 100 180 9.00 5.20 4.50 3.90 3.20 2.30 9.50 5.60 4.75 4.15 3.30 2.30 4.00 2.30 2.00 1.75 1.40 1.00 2.60 1.50 1.30 1.10 0.90 0.65 2.70 1.50 1.30 1.15 0.93 0.50 100 1.05 0.90 0.80 0.65 0.45 2.25 1.15 1.00 0.85 0.56 0.50 Lees than operating amps Less than operating Less than operating ampa Lees than operating runpe Less then operating amps Less than operettnp ampa Leas than operating amps Catalog number includes one Moe with square VI peltsm. Including Mush pole mounting hardware and standard TOIC powder oval finish. (Less lamp, leas pole, Note: 550 Series Fixtures are available with an ASYMMETRIC LIGHT pattern as described en Kim spec. sheet number 5AT. To order, replace "S0" in catalog number Mill 'AT." Example: SAT -105. For photometric*. refer to 9)10 catalog. HS Hausesido shield available. 305 445 1946 . PAGE . 1703 n Ast Imburgia CONSTRUCTION SERVICES, INC. STATE GENERAL CONTRACTORS • ENGINEERING CONTRACTORS CGC•f11601 9545 NORTHEAST SECOND AVENUE • MIAMI SHORES, FLORIDA 33138 10 BOLT PROJECTION = 2 3/ DIA. VARIES AS REQUIRED 20 BOLT CIRCLE VARIABLE AS REQUIRED *4 REBAR — 36" LONG THRU .CENTER OF BASE 28 DAY CONCRETE COMPRESSIVE STRENGTH = 3000 PSI 7'0" LIGHTING STANDARD ' ANCHOR BASE ( PARKING LOT TYPE ) REVISED 11 -1 -83 DRAWING NuMRER AB-7 BROOKS PRODUCTS INC. 4 0 oc 0 J la.. 40 0 • N h AB • 7 BASE WT.— 1982 * KNOCKOUT (4 PLCS.) BROOKS PRODUCTS.INC. 7311 N.W. 77th STREET MEDLEY, FLORIDA 33166 (305) 887 -3527 brro-b-vso Imburgia CONSTRUCTION SERVICES, INC. STATE GENERAL CONTRACTORS • ENGINEERING CONTRACTORS CGC•011601 , 9545 NORTHEAST SECOND AVENUE - MIAMI SHORES, FLORIDA 33138 1419 STANDARD SERIES (78 /PALLET) (42/ PALLET 6 "; 66 /PALLET SOLID IRON) 'UNIT COMPLETE: SNAP COVER BOLT DOWN COVE% DALLAS LOCK COV R PLASTIC OR IRON READER (SNAP, B.D. OR D.L.) SOLID IRON COVER„1,OVERLAP, :. TOP EXTENSION 3" or 6" ALL OPTIONS AVAILABLE B'. 1Y. Ir DEPTH. (TOP BXTENSiON1 13' WT. — 4% l . (HOPEI sr �+, at , 131L• 'SNAP LOCK HINGED READING LI0CV! PA" gaol, !.— TIT.— S':1e8 - SNAP LOCK" TAB LIFT SLOT ci COVER (WITH HIN0E0 RBAOINO 110) WT. -TD LOS, VNPLASTIC LIN T. 71 I T BS 1 W /BAST IRON LID • coven ,. IOW \ WT iKBS. DOWN) 1T- MARKING ' 1 COVER WT. -3A UN ► - SS BOLT FOR COVEN BOLT OOwN IMAM Be FASTENED WITH SINGES BOLT OR KEY OPERATED LOCK. COVER SNAP-IN LOCKING RECESS Y a }- PIPS SLOT 2 PLACIBI Imburgia CONSTRUCTION SERVICES, INC. STATE GENERA(- CONTRACTORS • ENGINEERING CONTRACTORS CGC- 011601 9545 NORTHEAST SECOND AVENUE • MIAMI SHORES. FLORIDA 33138 METROPOLITAN DADE COUNTY, FLORIDA METRODADE ENVIRONMENTAL REVIEW OF DRAINAGE SYSTEM Date -a r-, W Project Name #4.,12-'i D ra 1 y E.-2s 17 r es,� .. s �u�F �- - q Location S e c . - - - p- a' Rge -� �- Tentative Plat Location within C.O.I. - - Trees Basin v° REVIEW FOR COMPLIANCE WITH DADE COUNTY AQUIFER PROTECTION REQUIREMENTS. PROVIDE OIL & GREASE INTERCEPTORS AT ALL CATCH BASINS PRECEDING FRENCH DRAINS AS PER ATTACHED STD. DETLS. PROVIDE OIL & GREASE INTERCEPTORS AT STRUCTURE NO: ALL FRENCH DRAINS TO HAVE INVERT OF PERFORATED PIPE @ MIN ELEV. OF OCT. GROUND WATER LEVEL OF NGDV Or HIGHER. 1K REVIEW FOR COMPLIANCE W /SECT.24 -12.1 of DADE CO. CODE. COMMENTS: 1. French Drains shall be as per SD 1.1 2. Catch Basin shall be as per SD 2.6 with. Oil & Grease interceptors (baffles) preceding all French Drains. 3. Property line must be graded to avoid runoff into adjacent property. 4. This review is for Stormwater Quality only;Storm- water Quantity to•be reviewed by Public Works Dept.. Outside C.O.I. 1. Design for compliance with D.C. Aquifer Protection Requirements. 2. Commm /Industrial & Residential with Parking area, provide Oil & Grease interceptor at all Catch Basins preceding French Drains. Inside C.O.I. Design for compliance with Dade County Chapter 24.12 Reviewed by „AfE ENVIRONMENTAL RESOURCES MANAGEMENT 33 S.W. 2nd AVENUE MIAMI. FLORIDA 33130.1540 (305) 372 -6789 / . • DCFC -- 3 WT ERM 6 DRY EXFILTRATION SYSTEM IN PAVED AREA sff ula Bisx PERSIL LC aR IJ . RO(CRmiOcl POI PPfUGaL SD. 0" P KUOYLPAI UP CH 3 snue irG RD/NW SCTOS do TVPC P K/ OHC TIC TYPC J x/ 2 TCCS TYPE •P FOR ONE TEE TYPE .1 FOR 2 TEES aR LAAaL ROIFa:ai m POI APPLICR.I SD. C Pxn.It4Wq. 117 SLIM it KM o/ rs1Ue Dm aVouac sous su w u'f,x r fi7( SlP 10 OWE BT C KRACICR 92E CITO( 8�19N_ PER STD. CO. S0. 2.f CR MXIiI& amaz fat O( Bunt SX0 let SC az two raR Tw SAM.1 S Y-q 0C0NOC CAStIl Y0.(LD dc «l! TYPICAL CATCH BASIN. mum fil fut oAFn E_DfTAU /JTFRKATE '6 2 — FOR DRAINAGE AREAS EQUAL TO OR GREATER THAN 0.20 BUT NOT EXCEEDING .3 ACRE • PROVIDE TYPE - I AS PER S.O. 2.t - STRUCTURES. 3 . ALL INVERTS OF PERFORATED PIPES TO BE AT OCTOBER WATER - TABLE. 4 WHEN PRETREATMENT IS REQUIRED IN A DRY EXFILTRATION SYSTEM. IF GRADE CONDITION ON SITE IS SUCH THAT THE INVERT of THE NON PERFOFATED PIPE LEAVING THE CATCH BASIN IS BELOW THE OCTOBER GROUND WATER LEVEL; A TRANSITION IS REQUIRED FROM THIS INVERT ELEVATION TO THE INVERT OF THE PERFORATED PIPE. 5 — ALL OTHER ALTERNATIVES TO THE ABOVE OIL 6c GREASE INTERCEPTORS MUST BE . REVIEWED ANb • APPROVED BY D.E.R.U PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT SCW PUtQ 0 ICP of V ll 1/2 PPE Cocas Tft CCM Nut (Marl PPt ! 't GREASE OIL SEPARATOR QiL d-6RE� (WITH SEEPAGE HOLE AT BOTTOM) PRECEDING FRENCH DRAIN TWO (2) TEES AS SHOWN IF F.D. AT BOTH SIDES OF STRUCTURE NOTES: • 1 = ABOVE STRUCTURE TYPE "P' S.O. 2:6 YS RECommEHDEo FOR SMALL DRAINAGE AREAS LESS THAN 0.20 ACRE -PER -CATCH BASIN.