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Home My WebLink About95-5176 BUILDING PERMIT .... CITY OF ZEPHYRHILLS Permit Nt (813) 788-6611 .,- -;-517~ 9- ~- 7.~ ~/ ;10 ELECTRICAL Date Property Owner: Job Address: Parcel I. D. # ~- ~~1i;~'~1-J~~ #" 11-19 ~sewerconn Water Conn: Water Meter: T,I.F.'s: Zoning: Description of Work Energy Code: U)~- Radon Gas: cX/./77~ jP1 .4r/JA--/ NO OCCUPANCY BEFORE C.O. FINAL / / - 3 ~.... tp.J DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Valuation or Contract Price Inspector A c;> Permit Fee r?( (.J. - Signature~ _~~ Company Address / Telephone# V '70 Y - J a- 8" - ~O <9 C) City License Registration # 1. 0 7 ~ State Certified License# E. 00009 Ftr. Pre SLB Lintel L-;TY)~fjJ~ GlJl~ {~ ~UI~ 6CTRI((~ Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final PLU~-'" ..- (~. FRM. Insul. CL WL SLB Tub Set Water Sewer Final MECHANICJi.1 --- Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. . - EEl ! 55a:__-_E:~~~5U ....j.~..~..i~~~ ~ OPTIONAL SHOE BOX BRACKET ,REMOVABLE TOP CAP - -;::-;. ----..,,"--~--.;? .-----'. '..___-,__Jo OPTIONAL TAPERED OVAL ALUMINUM MAST ARMS AVAILABLE IN 4 AND 6 FT, LENGTHS STEEL ~' , TENON OPTIONAL STANDARD 21/2' x 5" HANDHOLE WITH CAST ALUMINUM COVER. HANDHOLE AREA REINFORCED FOR ADDED STRENGTH. STANDARD WIRE ENTRY SQUARE DIRECT BURIAL BASE FOR ANTI'ROTATION POLE SIZES The Series E35 standard duty and Series E36 heavy duty poles are available in overall shaft lengths of 15 It, to 35 It, OPTIONAL POLE TOP TENON SIZES -- TENON OUTSIDE INSIDE LENGTH DIMENSIONS DIMENSIONS -- ~!'ONAL EXTRA COST 3W' 3- 2V." OPTIONAL EXTRA COST 3W' 2Vo" 2" OPTIONAL EXTRA COST 3'h" 3" 2V,' OPTIONAL EXTRA COST 3'17- 4' 3W' STEEL SHOE BOX BRACKET SIZES OPTIONAL EXTRA COST 2- N.P,S. (2Vo- 0,0.) OPTIONAL EXTRA COST 1 v.- N.P.S, (1 y." 0.0,) HANDHOLE SIZES STANDARD OPTIONAL REDUCED COST 2'f.( x 5" OVAL ----~ 2'17- ROUND STANDARD OPTIONAL SIZES WIRE ENTRY HOLE SIZES 2" x 5" ----~~- AVAILABLE UPON REQUEST STANDARD SPECIFICATIONS ROUND TAPERED FIBERGLASS SERIES E35 AND E36 1. General Description 1,1 Fiberglass lighting pole to be round. hollow, and of uniform taper along its length. The butt end of the embed- ded-type poles will be enlarged and square so as to in- crease resistance to rotation and provide maximum ground bearing resistance (anti-lift!. The pole shall be non-conduc- tive and chemically inert. 2. Installation Data 2.1 Direct embedded poles from 15 ft. to 17 ft. will be set to a depth of 3 ft. Direct embedded poles 18 ft. to 29 ft. will be set to a depth of 4 ft. Poles 30 ft. or more will be set to a depth of 5 ft. 3. Pole Shaft Construction 3.1 The pole will be constructed from continuous fiber- glass filaments combined with thermosetting polyester resin. 3.2 The fiberglass and resin ratio of the pole will contain at least 65 % glass, the balance polyester resin. 3,3 The glass filament will be helically-wound under tension, first at a relatively high angle (65-85 degrees) to the longitudinal axis of the pole. with alternate layers of filaments in opposite directions for maximum circum- ferential (compressive) strength. Secondly, an outer core section of greater weight than the inner core section is helically-wound by wrapping continu- ous glass filaments at a relatively low angle (3-15 degrees) to the longitudinal axis of the pole for maximum longitudi- '1 (bending) strength. ,4 The pole shall have a minimum wall thickness of 3/32 In. The pole shall have a tapered wall increasing in thick- ness from the top to base in proportion to the load and ground line moment requirements. The pole will be rein- forced in areas of hand holes and special hardware attach- ments. 3.5 The pole shall be designed with a minimum safety factor of 2 to 1 and have no more than 15 % deflection at full wind loading. 4. Pole Top 4.1 Tenon Style: A steel tenon will be firmly bonded to the pole for mounting a post top luminaire. The steel tenon will be straight with no taper. The tenon will be coated with matching urethane finish. 4.2 Bracket Style: The pole shall be capped (optional) and reinforced for side mounted bolt-on brackets. 5. Handhole 5.1 The handhole shall be 2% in. x 5 in. oval, located 18 in. above grade. The cover shall be non-corrosive metal painted to match the pole and secured with a stainless steel, tamper-proof locking screw. 6. Wire Entrance 6.1 The pole shall have a wire entrance hole of 2 in. x 5 in. located 24 in. below grade, 900 clockwise to luminaire. 7. Finish 7.1 The surface of the pole shall be uniform and consis- tent for the entire length of the pole. 7.2 The resin shall contain colored pigment to match the finish coat of the pole. Solid coloration will be throughout the entire wall thickness of the pole. 7.3 The finish coating will be a pigmented urethane finish capable of withstanding exposure to ultraviolet, chemicals, and extreme weather conditions. 7.4 The surface coating shall be a minimum dry film thickness of 1 Y, mils. ~EE ~ S55:_===-~~_-:~~ ....j......~..i..:r~ SPECIFICATION SHEET DIRECT BURIAL POLES m STANDARD DUTY SERIES E30 ROUND TAPERED FIBERGLASS DIRECT BURIAL FOR USE WITH TENON OR BOLT-ON BRACKET (NOT RECOMMENDED FOR MAST ARM APPLICATIONS) POLE DIMENSIONS RECOMMENDED TOTAL LOADING rUHAI UlDlaLE WIlE ElTn .. CATAlas anUll NalllAl roLE sun sun UlCATlat UlCAnOl 10 70 10 10 100 110 NUI.U SIAn laUNrlU ''''Al WE"NT TO' naUlD lIlE Faal flal U,I. "'.1, 1,'.1. U,I. 1.'.1. l,r,l, 1111 ,It. 31 lunl NEISNT IErn :t5% D'AIUEN "AIUU USE USE WE'UT U.A- U.A- U,A- l'.A- U,A- U.A- 1m 1m 1m fUll (IN~ (II., (IN~ (l1~ lUll ISlnJ (SlnJ IllnJ film fla.m ,Ia.m E3011 11 8 3 20 3.4 5,0 54 12 150 12,0 8,3 6,3 4,9 3,9 3.2 E3012 12 9 3 23 3.4 5.1 54 12 150 12.0 8,3 6,3 4,9 3,9 3,2 E3013 13 10 3 24 3.4 5.3 54 12 150 12,0 8,3 6,3 4.9 3,9 3.2 E3014 14 11 3 25 3.4 5.4 54 12 150 12,0 8.3 6,3 4.8 3,8 3.1 E3015 15 12 3 26 3.4 5,6 54 12 150 11,9 8.2 6,2 4,8 3.8 3,1 E3016 16 13 3 28 3.4 5,7 54 12 150 11.8 8,1 6,1 4.7 3.8 3.1 E3017 17 14 3 32 3.4 5,8 54 12 150 11.8 8,1 6.1, 4.7 3.7 3.1 E3018 18 14 4 36 3.4 5,9 66 24 150 11.8 8,1 6,1 4.7 3.7 3,1 E3019 19 15 4 39 3.4 6.1 66 24 100 11.7 8,0 6,0 4.7 3.7 3,0 E3020 20 16 4 43 3.4 6.2 66 24 100 8.7 6.4 4,7 3,7 3.0 2.4 E3021 21 17 4 45 3.4 6.3 66 24 100 8.7 6,4 4.7 3,6 2,9 2.4 E3022 22 18 4 47 3.4 6,5 66 24 100 8,6 6,3 4.6 3,6 2,9 2.3 E3023 23 19 4 50 3.4 . 6,6 66 24 100 8.6 6,3 4,6 3,6 2,9 2.3 E3024 24 20 4 54 3.4 6,7 66 24 100 8,5 6,2 '4.6 3,6 2,8 2,3 E3025 25 21 4 58 3.4 6,9 66 24 100 8.5 6.2 4.5 3.5 2.7 2,2 E3026 26 22 4 62 3.4 7,0 66 24 100 8.4 6,1 4.5 3.5 2,7 2,1 E3027 27 23 4 66 3.4 7,2 66 24 100 8.4 6.0 4.4 3.4 2.6 2.0 E3028 28 24 4 70 3.4 7.3 66 24 100 8,3 6,0 4.4 3,3 2,5 1.9 E3029 29 25 4 74 3.4 7.4 66 24 100 8.2 5,9 4.2 3,2 2.4 1.9 E3030 30 25 5 78 3.4 7.6 78 36 100 8.2 5.9 4.2 3.2 2.4 1.9 E3031 31 26 5 82 3.4 7,7 78 36 100 8,2 5.9 4,2 3.1 2.3 1.8 E3032 32 27 5 86 3.4 7.9 78 36 100 8.1 5,8 4,1 3.1 2.3 1,7 E3033 33 28 5 90 3.4 8,0 78 36 100 8.1 5.7 4,1 3,0 2,2 1.7 E3034 34 29 5 94 3.4 8,1 78 36 100 8,0 5.5 3,9 2.9 2.1 1.6 E3035 35 30 5 98 3.4 8.3 78 36 100 8,0 5.5 3.8 2,8 2,1 1,6 HEAVY DUTY SERIES E31 ROUND TAPERED FIBERGLASS DIRECT BURIAL FOR USE WITH TENON OR BOLT-ON BRACKET (NOT RECOMMENDED FOR MAST ARM APPLICATIONS) POLE DIMENSIONS RECOMMENDED TOTAL LOADING rAITIAI IAIOIOIE WilE UTn CATAlas onUl1 NOlllAl rolE SHAn SIAn lOCATION UlCATlat 10 TO 10 to 100 110 ..IIU lun laUITI U IURIAI WE'GHT TO' GROUIO IIIE nOI flOI "'.1, "'.1, l,r,l. U.I. '.r.H. U,H, II.. ,It. II LENnl IE'UT DEnH :t5% D'AIUEN DI.IEUI USE USE WE""T lU U,A- U,A- l',A- U,A- lr." (nJ InJ 1m lUll (INJ IINJ nNJ nlJ lUll (Ilm ISa.nJ (Ia.m ISa.m fla.m (Ia.n~ E3111 11 8 3 22 3.5 5.1 54 12 150 14,8 10.3 7,8 6,1 4.8 4,0 E3112 12 9 3 25 3.5 5,2 54 12 150 14,8 10,3 7,8 6,1 4,8 4.0 E3113 13 10 3 27 3.5 5,3 54 12 150 14.8 10.3 7,8 6.1 4,8 4,0 E3114 14 11 3 29 3,5 5.5 S4 12 150 14,7 10,2 7,8 6,0 4.8 3,9 E3115 15 12 3 31 3.5 5.7 54 12 150 14.6 10.2 7,7 6,0 4.7 3.9 E3116 16 13 3 33 3.5 5,8 54 12 150 14,6 10,1 7,6 5,9 4.7 3.9 E3117 17 14 3 37 3.5 5,9 54 12 150 14.5 10.0 7,6 5.9 4.7 3.8 E3118 18 14 4 42 3,5 6,0 66 24 150 14,5 10,0 7,6 5.9 4,7 3.8 E3119 19 15 4 46 3,5 6,2 66 24 100 14,5 10,0 7,5 5.8 4,6 3,8 E3120 20 1,6 4 50 3,5 6,J 66 24 100 10.9 8,0 5,9 4,6 3,7 J.l E3121 21 17 4 52 J,5 6.4 66 24 100 10,7 8.0 5.8 4,6 J.7 3.0 E3122 22 18 4 55 J,5 . 6,6 66 24 100 10,7 7,9 5.8 4.6 3.7 3.0 E3123 23 19 4 58 3,5 6.7 66 24 100 10.7 7.9 5,8 4,5 3.7 3.0 E3-124 24 20 4 62 3.5 6.8 66 24 100 10,6 7.8 5.7 4.5 3.6 3.0 E3125 25 21 4 67 3,5 7,0 66 24 100 10.6 7.7 5.7 4.5 3.6 3,0 E3126 26 22 4 71 3.5 7,1 66 24 100 10.5 7,7 5.7 4.5 3.6 2.9 ~~--~'- E3127 27 23, ." 4 75 .. 3,5 7.3 66 24 1~~ ~- 7,6 5,6 4.4 3,5 2.9 '., '. ----- -~ --- - ------ --, --~---~ ------- E3128 28 24 4 79 3.5 7.4 66 24 100 10.4 7.6 5.6 4,4 3.5 2.9 ~---~-- - - - -- - --- ~~-- ------- ~~-- ----- - E3129 29 25 4 84 3,5 7,5 66 24 100 1O.J 7,5 5.5 4,4 3.5 2.9 E3130 JO 25 5 89 3,5 7,7 78 36 100 10.J 7.5 5,5 4.4 3.5 2,9 --~- -- -~- ---- ------ E3131 31 26 5 93 -~~:~- 7,8 ,._7~_._ --.:!? 100 10.3 7,5 5,5 43 3.5 28 -, ---.----- ~------~ ------ ~----- - E3132 32 27 5 97 3.5 8.0 78 36 100 10,2 7.4 5.5 4,3 3.4 2.7 ---- E3133 33 28 5 102 3.5 8.1 78 36 100 10.2 7.4 5.5 4,3 3.4 2.7 E3134 34 29 5 107 3,5 8,2 78 36 100 10,1 7.4 5.4 4,3 3,3 2.6 --------- -~ E3135 35 30 5 112 3.5 8,4 78 36 100 10.0 UI 5,4 4,2 3,2 2.5 ()QC1, ~ Vi! I \'Vhnftr-\I lnr 1 QQ., rp" ~..r"'"'''''.."I1..',...".. ..... ....,_..,~......... ~................ ,.' ........ (~,I!,llqq I',JO Aklra II 1000 luminaires provide Superior illumination for commerCial appllcallons requIring Ihe high effrclency of high wattage HID lamps Fealurlng the palenled AK TRA,'"' rellector system Aklra II 1000 luminaIres achieve precIse cut,oft dlSlrrbutlon to conlrol glare and restrrct spill lIght on adlacenl properly Aktra II 1000 luminaires may also be aimed for general purpose (non'culoft) floodlIghting Heavy-duly cast aluminum hOUSing IS fully sealed and gasketed to Insure years of reliable, low maintenance service. The standard finIsh IS dark t)ronze "UllraClad" pOlyester powder coar which provides exceptional weather resistance ~ REFLECTOR High purrlv anodized relleclors assure maximum efficIency Secondary Internal refleclor een'lents shield high angle light to conlrol glare Meels IES deflnlllon 01 culoff dlSlrlbutlon '""hen aimed 2x Ihe mounting nelghl (63-) or when Ihe lop 01 tile hOUSing IS parallel :0 the ground o SOCKET Grrp'lype mogul base socket IS pre-Wired Glass end of lamp IS held In precise photometrrc alignment and protected from breakage by a "Stabilux" sockel o BALLAST Pre,wired >'Igh power factor ballasl designed lor, 20"F slartlng lemperalure for Melal Halide ( - 400F HPS) Operallng lamp curren I crest faclor does nol exceed 1 65 COil ....'ndlngs are copper Capac"ors and HPS Ignitors are separated Irom the ballast core & coil to maximize Iile by minimizing heat SPECIFICATIONS o HOUSING Casl aluminum fixture housing with Integrally cast heat disslpatrng fins and heavy.duty hinges o DOORFRAMEANDLENS Tempered clear glass lens IS secured to cast aluminum door frame by 10 retaining clips and a continuous, formed In place. tllgh temperature gasket He,n No c Aktra 111000 . GENERAL FLOODLIGHTING 600 to 1000 watt HID APPLICATIONS . Parking Areas . Malls . Site lighting . Pe.'lmelers . AI[ Dorts . Sports . General Floodllgh:,ng :=.: MOUNTING F,xlure can be mountea USing a cast aluminum mast filter or 'armed aluminum yoke o FINISH Dark bronze U/fraClact polyeSler coating provides exceptional \\eatner resistance Optional Induslrral gray I,nlsh IS also available o U.L. LISTED UL Listed for wet locations With no aimIng restrictions, o USER-PROTECTION Published five-year limited warranty ~, null"!I') fJn 0.1;'~) t-' LUMI NAI RE SCHEDULE TYPE DESCRIPTION LAMP LUMENS MOUNTING REMAR~,S QTY A WIDElITE AKTRA II. (I) M-IOOO/U/VERT 110000 0 A2M-1 OOOC-QV - DB-LMP-PC B WIDEll TE AKTRA II. (I) M-IOOO/U/VERT 110000 0 A2M-1000C-QV-WHT -LMP-PC - C WIDEll TE TYPE 1VX6H, (I) M-400/U/HOR 34000 0 A2M-400C-QV-M-DB-LMP-PC 0 WIDEll TE TYPE 7VX6H. (I) M-400/U/HOR 34000 0 A2M-400C-QV-M-WHT-LMP-PC E WIDELlTE 22"x22" SO-250M, (I) M-250/U/HOR 23000 I PF255MA- WHT -LMP F WIDEll TE WALL PACK, (I)M-175/C/U 12900 6 PCMI73MAL -B-DB-LMP-PC G WIDEll TE 22"x22" SO-250M. (\)M-250/U/HOR 23000 0 PF253MA-DB-LMP H WIDELlTE WALL PACK, (I)M-250/C/U 23000 7 PCL252MAL-B-DB-LMP-PC J W.J. WHATLEY STANDARD DUTY ---- -- 0 POLE. E30-29-08-DB-55-WG K W.J. WHA TLEY STANDARD DUTY ---- -- 0 POLE. E30-29-21-WHT -55-SMTH L W.J. WHATLEY HEAVY DUTY ---- -- 0 POLE. E36-35-08-DB-55-WG M W.J. WHATLEY HEAVY DUTY ---- -- 0 POLE. E36- 35-21-WHT -55-SMTH N WALL BRACKET FOR A2M-IOOO ---- -- 0 AND A2M-400 UNI TS. WB-i-DB .. _, c ,,",0 :::~ ....>> <;, => METER NO.:-1S-cr>T1'7z.-h_-~~- .{. >- ~. 'b SERVI CE TYPE: U u- PAD '/'1ro.- TXfJ,/Yl =~ s G LONG: N-I'grr-l/f' fi} ,-:If ~ P E S LA T : W 0 6 LID I SJ, 2.. SCOPE OF WORK ~f ,'~aIJ ~al~ lill E.. c'S ~ I. THE SCOPE OF THE WORK UNDER THIS PROJECT INCLUDES THE INSTALLATION OF EXTERIOR LIGHTING FIXTURES TO PROVIDE SECURITY LIGHTING FOR AUTOMA TED TELLER MACHINES (A TM) AND AFTER HOUR OEPOSI TORY (AHD>. 2. CONTRACTOR SHALL VERIFY THE EXISTING CIRCUIT CAPACI TY PRIOR TO REWIRING ANY EXISTING CIRCUITS. PROVIDE NEW CONDUIT. WIRING. CIRCUIT BREAKER AND RELATED HARDWARE TO COMPLETE INST ALLA TION. 3. CONTRACTOR SHALL RECORD THE FOOTCANDLE LEVELS AND SUBMIT TO THE ARCHl TECT /ENGINEER UPON COMPLETION OF THE INSTALLATION. THE PERFORMANCE CRITERIA IS TO PROVIDE A MINIMUM OF 10 FOOTCANDLES WITHIN A 5 FOOT RADIUS OF AN ATM/AHD AND A MINIMUM OF 2 FOOTCANDLES WITHIN A 60 FOOT RADIUS OF AN ATM/AHD. THE CONTRACTOR SHALL RECORD THE FOOTCANDLE LEVELS AT 15'x/5' GRID POINTS. 4. ALL LUMINAIRES SHALL BE PROVIDED WITH AN INTEGRAL PHOTOCELL. 5. THE SITE PLAN IS INTENDED FOR THE LOCATION OF LIGHTING FIXTURES ONLY ~ AND SHALL NOT BE USED FOR ANY OTHER SITE RELATED WORK. ~ 6. ALL CONDUIT FROM THE LIGHTING FIXTURES TO THE EXISTING PANEL BOARD IN THE BUILDING SHALL BE UNDERGROUND AND/OR CONCEALED. CONTRACTOR SHALL NOT INSTALL ANY CONDUIT ON THE EXTERIOR SURFACE OF THE BUILDING. THE EXISTING UNDERGROUND CONDUIT SERVING THE EXISTING LIGHT POLES MAY BE USED FOR NEW CIRCUITS IF FEASIBLE. ALL WORK SHALL BE IN ACCORDANCE WITH NEC-93 AND APPLICABLE LOCAL AND STATE CODES. 7. THE FIBERGLASS POLE AND INSTALLATION SHALL BE RATED TO WITHSTAND 120 MPH WIND WITH 30% GUST FACTOR BASE ON EPA RATING OF THE FIXTURE. THE POLE FINISH SHALL BE WOODGRAIN FINISH FOR BRONZE FIXTURES AND SMOOTH WHITE FINISH FOR WHITE FIXTURES WITH WHITE POLES. 8. NEW FIXTURES SHALL BE SUPPLIED BY 20 AMP (MAXIMUM) BRANCH CIRCUITS AT A MAXIMUM VOLTAGE OF 277 VOL TS.lINE TO NEUTRAL. BRANCH CIRCUITS SHALL BE LOADED TO A MAXIMUM OF 1300 WATTS FOR 120 VOLTS AND 3000 WATTS FOR 277 VOLTS. F/fl..E srA nON ID ^ "- lOf21VE In lit rHRout;# -J .:t oJ I.- ~ i'- Ir::f< 5T I I UNION I ...- 7-/7 - N }1t~ tt;t,~~. ';7f J () '1 ~ j 3 g V) ~ ~ Sri/- A vt. Z E PI-I Y R"-;1 Ii. L S NT5 ( - ! r Q -"" C - ~../ ]I~ II . ~ .: \ \... . I ~ () j ~ -- ........ ....... \J\l1, ~~ " "" ~ --...\ :?~ ~ ()'" 4:~~ ~ ~ .>,. ::) - ~I ~ ~~ II 1JJ .~ (() ~ i f'J Q ~1 !~i: . J I ".... ~ E -I "'C <1'0 :0'0 ;:~ 7 ... .. 0 ~O "'- :O'i ,,~ :~ ~2 ~g ::E k.. In :t l-... ~ !J '"- q= -- - -= ==-- d_ I ~ rYPE "E" FIXT ON /5"" EX - RrJsry POt.J. ,f.. r' I []11 P'-:::/ frlD . f If< '5 rUN/ON J- STO;ZY ~ ~ ONE !31.-0c.ft... 10 U ~ J 0 / <3 r::. /7.. I (Ii H,. $tfJi I ~ I"~ ~/: ~ 5 rf' A 'IE- , _ I .r"',' ; J 0' 7 C P J-I \IF' :../;" ~ ~ 1-: ,I / 1<... I ' . _:..- ~, 8ex ~J' ;~g ~ :c ~ . ~Z.. _.,ill .. w ~ ..! ~ 9.. o~ ~.. .~ ~ z. j I i ~ j I .>-. UJ --J -...j '{ . 3 i ~ ----- ---.". ---.... ~ ~ < \(1 V) ~ --.a~", ::::: "0. "l;:- : c1-'-h' ~ <:\.'1 >-.... ~, 1; 't::' /-....<< ! ~:g;~l ii N~Mi ~~ . 8 l-2