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HomeMy WebLinkAboutREVISIONSIt OFFICE USE ONLY: DATE FILED: I b REVISION FEE: SCNIvNED 8Y St.! :Iia County LOCATION/SITE ADDRESS: & S- PERbUT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34962-5652 . (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION S w AV, .J RECENED 1AN 16 2019 Permitting Department St. Lucie County DETAILED DESCRIPTION OF PROJECT REVISIONS: C n �JilcCi� bur<? GOh2C't J!1 !/lc CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: IfG L IS I L Y 72- ST_. I BUSINESS NAME: sa - 4 0a. 4 QUALIFIERS NAME: Pj( rA-V i wjeL ADDRESS: i 7 d-)L— CAE4_1^cI` s- CITY: G(raA-&VCX nr STATE: I`c PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: 0W514 CITY: STATE: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: — ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: CO CERT. #: M-1-9 wo RSA—H—DBE cat# HUBBELL ® HUBBELL SERIES POLES Jab Type Lighting APProvals ROUND STRAIGHT ALUMINUM Pole Height a'-ifi' Shan Hole 6- 'Local civil engineer should be consulted for proper foundation design APPUCAITONS • Lighting installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximum allowable loading of the specified pole in its installed geographic location CONSTRUCTION • SHAFT: One-piece straight aluminum with round cross section; Extruded shafts of 6061-T6 aluminum in 1/8" or 3/16" thickness. • POLE CAP: Pole shaft supplied with removable cover when applicable; Tenon and past -top configurations also available - • HAND HOLE: Rectangular 3x5 aluminum hand hole frame (2.38" x 4.38" opening); Mounting provisions for grounding lug located behind gasketed cover F(AOSN • Durable thermoset polyester powder coat paintfinish with nominal 3.0 mil thickness • Powder paint finish coat available in seven standard colors; Custom colors available; RAL number prefer- able. Device ORDERING DIAMPLE: RSA-H-DBE - 16 — 40 RSA- Round Straight Reference page Reference page Reference H-OBE Aluminum Pole Ordering mabbc Ordering matrix page Hubbell Outdoor Ordering matrix MOUNTING ORIENTATION Denotes handhote location 1 2 22Lp p3T , 3Y 4 . o-o cr 97— ACCESSORIES- Order Separately RECEIVED JAN 1 6 7nis Permitting Department St. Lucie County POLE CAP TENON O EWI - VM2 1 Single arts mount S2 Spaulding DB Dark Brome GFV 20Amp GtCIRecep- 2 Two Worse at 180' ffi Tedured 2 Soft3tern _fade and Cover In. Two fixtures at 90- pattern L BlackTexhued EHH' Eft Handhole 3T Three nxhaes at 90' wix,m YOH WhiteTexhueC C05' S'Coupfing 1 3Y Threefahues at Gil GrayTodund C07' .75'Couprmg ,ins 120' PS flatimon Saver C20' 2° Coupling 4 Fourrodures at 9V Smoot VM2 yidmade vibra- TA Tenon (2.375' Do) CC Custom Color non damper p„e f TB Tenon (2.875°OD) �x a ormtvm ew OT Open top (Includes pole cap) i •........., U..�„.•"" ..... i 1 Specayopemtomeunusingbgicfoundmpege2g ® Hubbell Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 MY6BELL HUBBELL Due to our continued etfor" improve our pmducm, pmductspeutiratiens are subjectto change without notice. Lighting ozmsareeazurunwe,aoeoxnn«yea•rmmoremrmmmnstdeourweesae...mehemgmmgiom•prinHamusans HUBBELL Ughbing a® 20, 2017 SM AN ,r ORDERING INFORMATION CDnL BSA*m)E-08.40-A 09 2.4 a• Bared 0.125• 20 RSA*DREAD44 A 10 3.0 4•Round 0.125, 24 RSA*0RPr1240-A 12 17, 4'Round D.125' 29 RSA41-DRE-1440-A 14 4.3 4•Bmmd 0.125• 34. RSAB-DBE-1s�0-A is 49 a'Boima 0.125• 39 BSA-H-0BE-0BdO-B 08 2.4 5' Bmmd 0.188' 36. BSA-H-0BE-10-50-B 1D 3.0 5'Pound 0.188' 45 RSA-H-OBE-12-508 12 3.7 5'Round 0.18r 54 RSA440BE-1480-8 14 4.3 5'RWW 0.188' 63 BSA-H-0BE-16-50-8 16 4.9 5' Bound 0.188' 71 -✓N R5A-I1-ORE-10-ep-A 10 3.0 6' Round 0.125' 37 RSA41-OBE-12-60-A 12 17 6'Ramd 0.125' 44 RSA-HaDBE-1480-A 14 43 6'Rdmd 0.125' 51 RSA-H-0BE-16460A 16 4.9 6'Rwmd 0.125• 58 20.5 RSA-B-DBE-C 20 = o.25• \ Gn•4$o e attached pole calculation details for additional performmlce infommtion"' EHH - EXTRA C05 - C07 - C20 - VM2 - VIBRATION DAMPER VMMW - VIBRATION DAMPER OPTION OlUENTA77ON HANDHOLE COUPLING . 2ND MODE 2ND MODE Follow the logic below when order- ing location specific options. For Fairy installed, internal each option, include its orientation damper designed to alter Field instaged, (n degrees) and Its height fin feel). Pole resonance to reduce internal damper Example: Option C07 should be ordered �r-ns movement and mate- designed to alter vwmS-9' �RsNi-o-i"D-A-ill-0&rial BPSM rmeeaa fatigue caused by yid 0move- pole msonance VWS72-12' C65-o-12 made vibration. to reduce VM2MIS-16' (b" coupling on the handholetarm side ®aw-14 NFSJA edv mend and material VM2S20-20' of pole. 15 feet up from the pole base) a fatigue caused by VM=4-24' t'spacing required between option. PmvMon n„ G•,,,,,&,y 2nd mode vibration. Consult factory for other configurations. GR-20AMP GFCI RECEPTACLE& COVEN owW sme\ PdgwrpW+a Oman 20 AMP GiLI . wetrnraema Im¢e Coves For more information about pole vibration and vibration dampers, please consult m.jicdnspauid-inariahtnammionteWomductstritemtutefiiteMum filesPole Wind induced river HL010022of Due to our continued efforts to improve our products, product specifications are subject to change without notice. ' ' ® HUBBELL Hubbell Ughting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 . . rtFFT • HUBBELL R1ueeEu Lighting Due to our confined efforts to Improve our products, product specifications amsubjcotto change without notice. Lighting O SIB HUB�I.DmnP4a AORi�BRSwvee • Fwmwe hdama6vi Ndi owwebt3ewww3wbae691Wt9•aom • PIh4d b 16A b5R8eeEP01B pBOC100®24 SI17 a90IM •{ N O N R d� d N � ad ` mO n �m(1 {yY Y• N m � N r• � ^ Y i m N N p S.E. t N a', n `�. m IAA': "� "� " .Qi Q ��t "•.1 ii F r % G N l.� v'r - e ee5 e y N Fl Y 9 1n o N N Q n e M. N ry _ N m v� N E+• 41') � N N N � N N N F a Wm�d mW a L IJ 15 NOTES Wind -speed Websfte disclaimer, Hubbell lighting has no ccnnection to the linked website and makes no representations as to its accuracy. WN10 the Information presented on this third -party websits provides a useful starting point for analyzing wind conditions, Hubbell fighting has not verified my of the irdormetion on this Oft parry websfte and assumes no responsibility orliability for its=to* The material presented in the windspeed websile should natbe used orretied upon for my spedfic application without camper ednmminatim and verification of Its accuracy, suitability and applicably by engineers or otheriicensed professionals. Hubbell lighting Inc. does not intend that the use of this Intormationreplace the sound Judgment of such competent Professionals. having overtrain and knowledge In the field of produce, nor to substitute for the standard of care required of such professionals in Interpreting and applying the nesuils of the windspeed report provided by this websRe. Users of the irdarmation from this third parlywebslle assume zg liability arising tam such use. Use of the output of these referenced websitas do not implyapproval by the governing building ado bodies responsible for building code approval and Interpretation forthe building she described by Iatitudellongithde location In the windspeed report htpJAvindspeedatmundlnrg • Allowable EPA, todetemtine mac polo laadmg weight multiply allowable BA by 30 lbs. • The tables for allowable pale EPA are bared on the ASCE7-05 Wind lefep ar the Florida Region Wind Map forthe 2010 Florida Building Code. The Wind Maps are intended only ss a general guide and cannot be used in conjunction with other rows. Always cormft local amhorifies to determine maximum wind velocities, gusting and unique wind conditions for earn specific application • Allowable pie EPA forjabsile wind mnddions mud be equal to or Breatergmn the total EPA for faWres,arms. and accessories to be assembled to the pole. Responsi0ddy lies with the specifier for caned pole selection. IRSWWon of poles without luminaires oraftuhment of any unauthorized accessodes m poles Is discouraged and shag void the manulscturees warm* • Wlnd speeds and listed SPAS am for ground mounted Installations Poles mounted on sbuchaes (such as bddges and buildings) must onsmervibrstion and coefficient of heightladors beyond this general guide; Consult local and federal standards • Wind Induced Vit allm brought on by steady, unidirectional winds and order unpredictable aerodynamic forces are nth included in windveloc0y ratings Consult Hubbell fighting's Pde Vibration Application Guide for environmental risk factors and design considerations, can u li b c demtum e m me fund river HLOIGOMod • Deere Wind Events Ike, Hurricanes, Typhoons, Cyclones, orTomadoes may Moss polesth flying debris, wind shear or other detrimudd effects not included in wind veto*ratings Due to our continued efforts to improve our products, product specifications are subject to change without notice. y��� n Hubbell Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone; 864-678-1000 ` HUBBELL rruaeeu HUBBELL Dueto durcordinued el(orlsthireprove ourproducls, preductspecifieations are subjectto changewithoutnotice. Huaee;LL Lighting Lighting 02016MBaetumlmug.URghoResaved•rermmeNhinadonviedmawebsee:. listbeffigreng.coo•KMInUSA avabmePCM4Prcoeme 7A20117rreAM Project Name: Burger King Dania FL Date: - 2/20/2018 Work Order No.: 1 Part Number. RSAB-DBE-20-SD-C Pole Catalog No. RSAB-DBE-20-5OC INPtEDA7 ,)_ Design Standard: 2014 FBC/ASCE 7 (ASO, 3-second gust wind speed) Pole Material Aluminum Pole Ultimate Strength Pole Material Specification 6061T6 Pole Yield Strength Pole Shaft Shape ROUND Rooftop.Mounted No Wind Velocity - 170 MPH Exposure Category ExposureC Structure Category Category ll Importance Factor 1 Pole Natural Frequency 3.276 Gust Factor 0.85 Sec 26.9.5 Total Pole Length 25 ft. Embedment Length _ 5 ft. Effective Pole Length 20 ft. Tip Width 5 in. Butt Width S in. Nam. Wall Thickness 0.25 in. •POLEtOA6 /:pTTACFUNENTS AttchmtI Attchmt2 Attchmt3 EPA 1 ftz Hgt, from Tip -0.25 - ft Weight 25 Ibf Offset 16 in. Cross -sectional Area 3.73 ln' Butt Section Modulus 4.2 ins Weightof Pole 87 Ibf WIND LOADJINIILYSLS ''�?' 38000 psi 35000 psi Compressive held Strength 35000 psi Shear Ultimate Strength 24000 psi Shear Yield Strength 20000 psi Bearing Ultimate Strength 80060 psi Bearing Yield Strength 56000 psi Dampening Factor 0.02 Post -Weld Heat Treated No K segment 1 Area Ay (fe) 6.25 Centrod Height z (ft) 7.5 HgL Factor Kz Table 293.1 MRS Drag Coeff. Cf Table 29.5-1 0.7 Pressure qz (psf) qz=O.OD256°Kz°Kzt°Kd-e 59.7 Force F (Ibf) F=qz°G°Cf°A 222 Moment GLM (ft°Ibf) GLM =F°Cenimid Hgt 1666 2 2.08 17.5 0.98 0.7 61.6 76 1337 3 4 Fixture @ rip 1.0 19.75 0.90 1.0 63.2 , 54 1095 Attachmena ' Attachment3 ' Summation 352 4098 OMPONENT' YSES �i�-;rt Act. Stress (psi) All. Stress(psi) Unity Check(s) POLE Bending 6991 24164 Axial 30 18939 Shear 94 12121 A0.29 CSR Hubbell Lighting, inc. TIP DEFLECTION in 10.3° - 701 Millennium Blvd Greenville, SC 29607 RSA` H—DBE Ga`# SERIES POLES 'ob ROUND STRAIGHT ALUMINUM Approvals ® HUBBELL Lighting APPUCA37ONS • Lighting installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximum allowable loading of the specified pole in its installed geographic location CONSTRUCTION • SHAFF: One-piece straight aluminum with round cross section; Extruded shafts of 6061-T6 aluminum in 1/8" or 3/16" thickness. • POLE CAP: Pole shaft supplied with removable cover when applicable; Tenon and post -top configurations also available Pole shaft . HAND HOLE: Rectangular 3x5 aluminum hand hale frame (2.38" x 4.38" opening); Mounting provisions Pole Height for grounding lug located behind gasketed cover RMSH e -1s • Durable thermoset polyester powder coat paint finish with nominal3.0 mil thickness • Powder paint finish coat available in seven standard colors; Custom colors available; RAL number prefer- able. Had Hole RECEIVED JAN 16 2019 18° Permitting Department Foundation St. Lucie County 18' Wiring Access Aldi-Rotation Device POLE CAP TENON 6' Cocal_civil,engmeer s oT—�Id tie o Ito O tfoTf ro er foutrdation-desigr� ORDERING EXAMPLE: RSA-H-DBE — 16 — 40 — A/B/C — 1 2L — r 52 EW EW BSA- Round Straight Reference page 2 Reference page 2 Reference 1 Single arm mount S2 Spaulding OB Dark Bronze GRI 20Amp GFCI Recep- H-DBE Aluminum Pole Ordering math ix Ordering mayor page 2 g2 Textured - tade and Cover Hubbell Outdoor Ordering matrix 2 Two fixtures at lour 2bolt 3.5° 2L Two futures al 9W pattern BL BlackTexWmd ENN' Extra HanMole. 3T Three fixtures at 90' enxra WH whibiTextured C05' .5'Coupling �- GB GrayTexWrod C07' .75'coupling' 3Y Threefoctums a[ sms 120' PS Platinum Silver C20' 2' Coupling 4 Fourfxtums at 90' Smooth M2 2ndmode vi6m- MOUNTING ORIENTATION '—Denoteshandhotelomtion TA Tenon(2.375'OD) CC Custom Color lion damper pd a� 1 2 2L - -3T 3Y 4 TB Tenon (2.875"OD) "°1F a""`s n 000 40 reo�eanmx 0T Open top L�Ji pole cap) ACCESSORIES -Order •^��^^ �.. ,,,.,. •.,.,,..,��,...w.1 sPecayopum iomuin using xagtlouna on page z Ripuon uneomuont OFF— ® Hubbell Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 ' HUBBELL HUBBELL Due to our continued efforts to improve our products. product specifications aresubjectto change without notice. h ELL Lighting Lighting 02016 MBBELL DGHK An Right nesewm•ror mae nlmw000 visit wr mbsiu: wwxnuboearighsngam• Rmletl in BSA RSIHWBE POLES -SPEC OCTOBER 2% 20178:38 AM ORDERING INFORMATION Cant RSA-H-OBE-08-40-A Nominal I Wall Pole eighl at F 1 oe 1 2.4 1 4' Rand 0.125' 20 RSA-H-DBE-10-40-A 10 3.0 4'RWad 0.175° 24 RSA-H-DBE-12-40-A 12 3.7 4: t 0.125, 29 RSA-H-DBE-14-40-A 1 14 1 4.3 4°Round 0.125' 34 RSA-H-0BE-16-40-A 16 4.9 4"RWnd 0.125' 39 FeWli-0BE-08-50-B 08 24 5'Round 0.188' 36 RSA-H-0BE10-50-B 10 3.0 5" Round 0.188' 45 RSA-H-0BE-12-50-8 12 3.7 5'Ramd 0.18B' 54 RWH-DBE-14-50-B 14 4.3 5'RWM 0.188' 63 RSA-H-0BE-16-50-8 16 4.9 5'Round un" 71 RSA-H-DBE-1G-60-A 10 3.0 6'Round 0.125' 37 RSA-H-DBE-12-13 A 12 3.7 6'RWM 0.125' 44 RSA-H-0BE-14-60.A 14 4.3 6'RWnd 0.125- 51 RSA-N-0BE-16-60-A 16 4.9 6°RWnd 0.125° 58 RSA-E-DBE-20-50-C 20 ® 0.]S' \G...Se e attached pole calculation details for additional performance information••• EHH - EXTRA C05 - C07 - C20 - VM2 - VIBRATION DAMPER VN12SXX - WOR4770M DAMPER OPTION ORIENTATION HANDHOLE COUPLING 2ND MODE 2ND MODE Follow the logic below when order- ing location specific options. For Factory Installed, internal each option, include its orientation damper designed to alter Field installed, fin degrees) and its height (tn feet). pole resonance to reduce internal damper Fxample: Option C07 should be ordered movement and mate- designed to after vM2SO8—a' as: BSAaf-116E-16dg-A-iA-0B- Or-11.5HPSM76,eaEs dal fatigue caused by 2nd p ale resonance VM2S12-12' C054M2 mode vibration. to reduce move- VM2S76-16' (.5'coupling an the handholelarm side ® sta•-14 HPGM 7rreWs ment and material VM2S20— 20' of pale, 15 feet up from the pole base) ® fatigue caused by VM2524-24' 1' Spacing required between option. PmMson for GrmvWing 14 NMM 7nmadn 2nd made vibration. Consult factory for other configurations. GFl —20 AMP GFCI RECEPTACLE & COVER Roa M sm l\ e swaam I� Ad.,W,plate G."t 20 AMP GFCI \. We11maboao\ Inure Couer y For more information about pole vibration and vibration dampers, please consult in I Wmlcome itemture deratur n ole Wind loduced Flyer IA.010022,odf Due to our continued efforts to improve our products, product specifications are subject to change without notice. ® Hubbell Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 a HUBBELL Zl.'_.7E HUBBELL .,It. our continued efforts to improve our products, product specifications are subject to change without notice. 6g= Lighting Lighting 02016MIB89LUDMG, An No Res7rved• For move Invocatin Hat ourmlosle: w hubbe11igh6ngxom• Ruled In USA RSM1-DBEBOIES-SPFCOCMEEn20,2017G38AM u `1 a Z W y Q m m ry mzz N u� C y} u7 N �] V m � m � v� o v� iy Q P v� tS � C 7 v� v� Y w m v� m w m ✓� m � - m R N N umS N o N H N e K m N R m �Ne m��% e`bawa 9 m w m m w W w l+ mm mm mm mm mm ¢ m Q s spel 22 NOTES Wind -speed Website disclaimer. Hubbell Lighting has no connection to the linked website and makes no representations as to its accuracy. While the information presented on this third -parry website provides a useful sterling point for analyzing wind conditions, Hubbell Lighting has not verified any of the information on this third par website and assumes no responsibility or fiabili for ifs accuracy. ThiemaFen prese edin"te wind"FeedwebSsit€tiouldPat beused,ormVeduptin for znysnecificapplicatlonwRhout comnetentetanunafipaandverificatian of Us_accutauy tuifabiG( and applicability try en ine�ersar other_ licensed professionals -Hubbell lighting lnc. does rim imendtha[ the useofthis information replace the sound judgment of such competent pro eissionals, having experienc�Yawledge in ffe field of pracUce, nor to substltne for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this third parry website assume all liability arising from such use. use of the output of these referenced websites do not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by IatiWdellongitude location in the windspeed report htlpJAvindspeed.atcouncil.org Allowable EPA to determine max pole leading weight muNpy, allowable EPA by 30 Its. The tables for allowable pole EPA are based on the ASCE 7-05 Wind Map or the Ro ida Region Wind Map for the 2010 Florida Building Code. The Wind Maps are Intended only as a general guide and cannot be used in conjunction with other maps. Always consult local authorities to determine maximum wind velocities, gusting and unique wind conditions for each specific application Allowable pole EPA forJobsde wind conditions must be equal to or greaterihzn the total EPA for fixtures, arms, and accessodes to be assembled to the pole. Responsibility ries with the specifier for correct pole selection. Installation of poles without luminaires or attachment of any unauthorized accessories to poles is discouraged and shag void the manufacturers warranty Wind speeds and listed WAS are for ground mounted installations. Poles mounted on structures (such as bridges and buildings) must consider vibration and coefficient of height factors beyond this general guide; Consult local and federal standards Wind Induced vibration brought on by steady, unidirectional winds and other unpredictable aerodynamic forces are not included in vend velocity ratings. Consult Hubbell fighting's Pole Vibration Applirabon Guide for emimnmemal risk factors and design considerations. n uldinli m n tr d Flyer H1.0101022,01 Extreme Wind Events like, Hurricanes, Typhoons, Cyclones, or Tornadoes may expose poles to flying debris, wind shear or other detrimental effects not included in wind velocity ratings Due to our continued efforts to improve our products, product specifications are subject to change without notice. GI Hubbell Lighting w 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 ® HUBBELL irmm HUBBELL wME �rtua 11 Due our continued efforts to improve our products, product specifications are subject change witlmu[notice. Lighting Lighting 02016 HUBBELL UGNnNG, A38igls Reserwd•W mom infor rim vilit ovwebsis:wwwbAbrLiyMmgmin- Printed in BSA eSI4ME POLES -SPEC OCie8ER 20, 2017 8:38 AM J Project Name: Bunter King Dania FL Work Order No.: 1 Part Number: RSAB-DBE-20-50-C INPUTDATA - Design Standard: 2014 FBC/ASCE 7 Pole Material Aluminum Pole Material Specification 6061T6 Pole Shaft Shape ROUND Rooftop.Mounted No Wind Velocity 170 MPH Exposure Category ExposureC Structure Category Category II Importance Factor 1 Pole Natural Frequency 3.276 Gust Factor 0.85 Sec 26.9.S Total Pole Length 25 ft. Embedment Length 5 ft. Effective Pole Length 20 ft. Tip Width 5 in. Butt Width 5 in. Nom. Wall Thickness 0.25 in. POLE LOAD / ATTACHMENTS Attchmtl Attchmt2 Date: 2/20/2018 Pole Catalog No. RSAB-DBE-20-50-C (ASD, 3-second gust vdnd speed) Pole Ultimate Strength 38000 psi Pole Yield Strength 35000 psi Compressive Yield Strength 35000 psi Shear Ultimate Strength 24000 psi Shear Yield Strength 20000 psi Bearing Ultimate Strength 80000 psi Bea ring Yield Strength 56000 psi Attchmt3 EPA 1 ftz Hgt, from Tip -0.25 ft Weight 25 Ibf Offset 16 in. CALCULATED PROPERTIES Dampening Factor 0.02 Post -Weld Heat Treated No Cross -sectional Area 3.73 ins Butt Section Modulus 4.2 Ins Weight of Pole 87 Ibf ,WIND LOAD ANALYSIS _ segment Area Centrod Height HgL Factor Dng Coeff. Pressure Force Moment A�(ft°) z(ft) Kz Cf gz(psf) F(lbf) GLM(ft•lbf) Table 29.3.1 Table 29.5-1 qz=0.00256•10,•K4•0•V2 F=qz•6-Cf•A GIM=F•Centroid Hgt 1 6.25 7.5 0.85 0.7 59.7 222 1666 2 2.08 17.5 0.88 0.7 61.6 76 1337 3 4 Fixture @ Tip Attachment2 Atnchment3 1.0 19.75 0.90 1.0 63.2 54 1095 Summation 1 COMPONENT ANALYSES, _ Act. Stress(psi) All. Stress (psi) UnityChecks) POLE Bending 6991 24164 0.29 PA Axial 30 18939 0.00 PAS. Shear 94 12121 0.01 ASS' CSR 0.29 TIP DEFLECTION in 10.3" I 352 4098 Hubbell Lighting, inc. 701 Millennium Blvd Greenville, SC 29607 r I I PVC GOtNNT . OIIO:cf wBY !B A 10'w GND Rm _ _ I N PICINL AT PAT BASE I d _ SOS YW H AHD AT 1® I BACIORL W1lR S,HIICNML & CGWA TO DENSITY POLE BASE DETAIL (ALTERNATE) O P,,c °FTAR N° , NO $Di Ali ,. PROVIDE POUAT ittRIXES "M All REmIRED NAmW FOR IIIG z PIIDL'IDE/MSfALL COHONT, AHO RALSD@IG JEA 91NL PROVmEA ;S CmmCRIBS. PIXE YTC Ald. AND 11gR iDnNE F R AREA OF NS BGN 1151 YPN REVIEWED FOR CODE COMPLIANCE GcwPox.A ST. LUCIE COUNTY ROCC POLE BASE DOYEN C GYLaeR maul ARWIID ANCHOR BmT N tn- PVC —I, —ITi j a I I I— wrourt tRALL4,lm cwPlmc D T WRY w i Gm VYE TO 5/B GVU Rm LVH I ul 14 (F R®AR ROBS B R6.,2-ma 4 a —a ROUND COKQ T BASE '• ... T BASE& COWACT ros>< BOMW dG POLE/BASE DETAIL NO SCA E QMR NOIFS ,. CON9ILT CGWQB E GNL PUM1S FOR OTHER REWL'&IIV ALL FNES/YlANR6 WU YFET OR ER<®'MND LOAD RECIREYENTS GVIII BV WC& CmE S2 L L L sha i+L L L414f}. is do Z, SAL LULL Li, io i1'L4 3].1 LLiA>s L5241 LisaL iT Z1� 3TLLi, is l2 utuic it L:2PT2, Y1'32 •]2 i1 i9 i91 L 32 STLLLL LLLLL 9n 4n iA i2 lli PROPO4D I RBRtsB LNG L uia:SDL Y,'6k UL:s L'dx'u L L i, Ys L L YA Y.1i L:o L')., 11n1A is %sLL aLU),A. to YsLLL 21, t2 is II LLLizL D t ,LL Li, i, SaL i.e'u SstA'iaL i2i2L31LLL'u:nLL L Z1L i, UI*L'A 52is 52YA 12 t1,1 L i1L:2:ais.0 y L iD NLZ,LL i,L?4 is 1A is is t4 is 5�'i,-'a�4s L LLi+i,LLL l vi, ktL Y.i i{at., U. W, 5A'il LSaNx bi,Les L161 ,i° Z1i it bs 7 YaL'a is b L ( V 52 2 <} KITiERMAN ROAD S2 L SB C 1B iT lrL fie L :S i1 A9 a4 u' Sn SsL >e Lbv Lh°i2 L SsLLL ta• .1Li+ZaLLZ�'' u iaLi,LL Il in Ys ZIEia , u:nL LLB iAuk, i°isLLL >ti 5a in 13'Y., Loa i2Li11. UiJ is i, LL.&d to in Lyn L4pn ulm' UL S. U 32L L)6is SaL is lA to@sL L SBL L iTL Z,LZi is i2 is'u Y¢ is tstb L'4a L :2:A i21ya in PHOTOMETRIC SITE PLAN O mmmF1Tc NoT - L SEE mmffuG 9 PUN FOR mmimc INfN Bm. SITE POLE FIXTURE SCHEDULE APFIIIf eT m ,IGHf B.,G NmN nl� ILBa- n wGu— P°IE TWF .ours WNMG Y3O1-iM1lFp4�-1� S0E aN 999FIII0.R 3t6 1'YE � 14] IFD 14] y. , sYBls wa &,B' I'0E • a' RUE m'-D- Ym I°1GR m TOP aF FYIURE AlU6I mz B. g w ,OIIGL °F➢al Ai ISdE6 PwTrro IIATOI aeRAlx Wu,Ylrs Fvm aN /ua • PROME ALL'SY & 5 FDnURES WIN ENTET & Hw WE SHIELD N ADDMON TO OfiERXAL HORSE S E St@1D MGM AP 0R WNUFACNILLNS SHALL NGWOE M& ElANH6 BY. MOO UG G AND N IIIX m �• PRONOE SEPARATE PRIONG FOR MM OPTION. N UM OF YEIAL POLE ON Z7 mNciETE BASE PBDYOE DIRECT BONY CmCREfE FOIE MTH WTWNG DWANCE ABOVE GRADE SEE 'P®E BASE ,UW, W -FOIE BASE DETAS (ALTERNATE)- FOR AD°mONAL NF➢IIIWN M SCANNED BY St. Lucie County bd 60 61 LLvls%B 12 Lti h,§2 COORDINATE SITE LIGHTING LAYOUT POLE LAYOUT and FIXTURE SELECTION WITH OWNER'S LIGHTING VENDOR (SECURITY LIGHTING). NOTIFY THE ARCHITECT OF ANY DIFFERENCES and DISCREPANCIES. sFHe&m 6mtl lml au6V faMV.•msn .rnlb IaV Nca WMIm taal E3 N , omas�Rles srna,maVlre .m., mmr. , •maw , E3 L • vwimlaEs vwarr �rtr•. ay..e&N 1 may n "0 1 ueAw,n&s �w+.wielnrw. , �n2 $pl{sLLa aem. am m w Yw. ••B.m pOwB . & BN®8 moon NG. P1 CALTON I400 ,GNC= AYSNBL BOG 1L IANR g ORANGE PAB6'. FLORIDA UM (ew) 2BA-BBV0 FAi(S") n._.. Tp°Y.a m"051ION P Fau ®-45W W�® V4/18 2813EO1 F �J, Cb AjGO� sI�FETE RevLan R Z J ma x x WUOE TFi2 �__j =30 mc�zm� U F- W 2a Oul 2 to a 0-1 4 A'4 (�•,!\(;{{LyT,1 t �•w•) DREC'T BURY a •a I 3 J CONCRETE P IXE ^W`�1 \ (ttADf I MIN j "..",' CGNGNT 1 �PVC CONDNT M BURY MG 3 CND WCU TD SROD 10' a caD RGD ., $� �yp E IE �A T i e `—SA YW HQE. BACI(FlLL M1111 �" O s1iOO WRAL R CCI�iE /� O 11APLI/� 9 COMPAOY .. .. ._ � � 95t DENStt �J' Tm I- IE COUNTY POLE BASE DETAIL (ALTERNATE), OC(>POL DETAA NOYES, NO SCA1 1 1. PRO%g PO AT il%NRES •MTH ALL REWRED HARDWARE FOI MM 1 / 2 PRGNDE/INS]HtE CON WIT, AND RALSIWNG. .W SHALL PRGNDE/INSTPLL CONDUCTOR[ PDT£, MM ARM, AND IICNT R%NRE INSTALL ALL PER UTWTY CO REQUREMENT& PER ' UFACTURERS RECOYYENDAVONS sTflFOR TO MITIISTAND LOCAL-W UFA MDSPEEDRATINGS AREA OF WSTALIATON (161 YPH MINIMUM). UGHT W/9J.YN COMA POLE BASE COVER 1- DANGER i 3.-0. 1 a GROUT AROUND .� ANCHOR BOLTS GRADE i < J =:, a' aCU ON —I VC COtmurt •I i TRAN9DW WUPUNG • j DIRECT BURY QO i (ND PARE TO 10' X ]•-D- i-- ---i' 5/8-W Q1D ROD • MIN I ' (4),I DEBAR RODS i a •F WN TRS o 12 D.C. ID •Ai �a I ROUND CWCRETE BASE BACIBILL ABOUND BASEh COMPACT siL--1B' .T GFN91Y TO 95L OEMTY POLE/BASE DETAIL NO SCALE ' OETMLpETML N0(�j5 1. CONSULT CORPORATE OWL FLANS FOR OTHER REWRE11f ALL LL PIXES/RXWRES SHAMEET OR EXCEED MD LOAD REQUIREMENTS ' tlVEN BT LOCAL COOS HARDEE RD i]'Ad 19 }L }S %3 hl h015 •3H Ss Yt hl hhs h 3 A IA hN ht hn L SA 16 SA I. is Sa h, hA Au iv hT la S]'i+ ']3 }s ie It i]i3L13 he h]hth i3lli '12 ILI L1315 Ss }a }P 1P S0 S0 ie `u AD Sz i31 OS PROPED BORGER NWc i SCANNED BY St. Lucie County 96415�y,10'u io hn h] S3 S3" as 3a is Sa •i3 is is i.a 5.113 idFi.l }� i61T 13 i0 SSYd h0 hd hI }] lu Sw It. }a bs he i.04s'-�1, is iA i]'u is/ a 1a Sn h0 E9YV SS ED}A;18.�L 11392 ha 55'9819 Rd 2V 'i.]IS' tyif TS] is Yd'u i]'u').61s it h31A i] hA SA Su i3 m Se � i3 i55a Ia 1a ib'�As iA St }a'u is id'u io v L Sa id1A'13*IA 'L0'1]S]i }]i01] SB i., A11C 1A i9 t8\'Tu� i.1 h\^a�'p9 12 1 �A 1] iD U'aA I 'S> Y, (�s 3in R� Dei •�i 13 10 Ns hti La h] Ss 1, h3 la 1 Sz IA Sdv 11 I fU ]S016 YT I u1A J Pia ,Sd'ssv p t13 ,Aa iz is Ss _ �T' iw i]i11a SS SP is Kt'1P 1d I331 }A id •LI Sl'.V is SB 17 SS %.1 i8 }S id is i]is A'II. � 55 LSeU L}] id iA IA is id ')III SA ha l3 is Sd ST SA S11s 11 id --_ _=AOm•r�C SCANNED PHOTOMETRIC SITE PLAN BY B-I--W-D' ®F„D,DMEIRI= N,7, St. Lucie County L S EIECIRC.LL SITE F FOR CIRWITWO INFORMATION. SITE POLE F_I_XTURE SCHEDULE ]J4110.'FO 91E FMM6 lGf I.WP aql] SYMBOL uil6 - Y006 POIE TPE wQIILE y'• Im1(Wc py-]T-lfP-s5-11-H4 m9E GN 1,9' -DUE • Y eASE 55000-4iffv. :1B' WIE •� W-0• MVI. IRmn ro mP a .00•M ASIIWS]fPEB6Ew N®DA 1Bl IFp ta3 DID. Olc PurrNT 10 N.Mw a,FfIM xnw6s Ez,m 0R 1aa06 • PROMDE AIL 'Be k'SV nXTUR6 MTH ET(1ERNAL HWEE WE MIEID W ADDITION TO INTERNAL HOUSE ME WOU) DPDGS •• APPROVE➢ MANUFACNRER'S SHALL W0.MDE EWAL n%NRES BY. RUDD UGHMNC MD H" UMTNG. ••• PROMDE SEPARATE PRIONG FOR OWNER WVON. IN LIEU OF METAL POE ON 2FI CONCRETE BASE PRGMDE DRECT BURY CONCRETE POE MTH WATCHING DISTANCE ABOVE GRACE SEE VOLE RASE DETAIL'. OR POE BASE DETAA (ALTERNATE)' FOR ADM ONAL REDWRa1ENT5 0. bP 6 Ill it So Ss So S.A h] is Sa 11 Sd ]a 5a a3 S, 1 Sd i2 hl 10 v18 is i9" iA COORDINATE SITE LIGHTING LAYOUT POLE LAYOUT and FIXTURE SELECTION WITH OWNER'S LIGHTING VENDOR (SECURITY LIGHTING). NOTIFY THE ARCHITECT OF ANY DIFFERENCES and DISCREPANCIES. sUmmm AmmM YY. N..v Oamm I.m Nn°^ fa•v,. , � wM.m.am edmwA rmuaen m ,A B N •e.Mw w]tesv e ] aID18lN¢q m•:iAFD6KYwmb��wm tm , BFa as P MIUL k HptlB ENGD]MIeD]G. Pd 1409 IGNG9 AVEMIR. BMG 12A ORANGE PINK APHDA no" (G04) 26N-55m TA1':(901) Va-MG ECUMULn0N PIA MG. ®-Asn 1/4/I8 2813EO1 71, N Lo OAf o W G, ZU 40 C7J =o ZJLL Wi �cO° 0 CD of-ia00 �OwNI mc�z�D o 4W2 Mz ID 2a OF _ (n LL 0-1 R I I' Zi I I I ;I T S DIRECT BURY I CONCRETE PIXE P i BADE I I II III: ;: I III r2MIN.couomT RITRM'CE 1 —PVC CONDUIT DIRECT BURY /8 N CND MIRE TO 3/4" X 10- CU CND ROD PIGPIGTAIL_ f d �36' MIN HOIF• ATANDo AT TOP 2 I STRUCTURAL WITH LL k COMPACT TO 95X DENSITY POLE BASE DETAIL (ALTERNATE) O POLE DETAIL NOTES: NO scP j 1. PROVIDE/POUAT RXRIRES WTH ALL REWIRED HARDWARE FOR MTC. ( j 2 PROVIDE NSTALL CONDUIT. AND PU ISTWNS. AA SHALL PRONDE/INSTPLL CONDUCTORS` PIXE, MTG ARM. AID MGMT fIXNRE INSTALL ALL PER UTILITY CO REWIRMENTS. F_ ]. PROVIDE AND INSTALL CONCRETE UGHT POLE PER MANUFAmRESs ✓ RECOMMENDATIONS TO WTHSTAND LOCH. EPA WND SPEED RATNCS r N 2 FOR AREA OF INSTAUATON (I61 MPH MINIMUM). `Jj Q W W C- d)Q 4 � a of lil o- UGXT POIE/n%IURE(s) II —F. I� R 1 HAxD HOE W/BLANK COVER I POLE B0.4 CORER 1" CHAMFER ... + SNOUT 2'_IO" ANCH a •p AROUND HOR BOLTS GRADE I l8 CU CND 2-0• �I— �• �• IN 1/2 PVO�II C ___ .pa y _j CONDUIT TRANSITION COUPUNG p I DIRECT BAY BB DID W RE 10 10' X Y-D" "f' a'I" w SIND RODMIN (4j I R®AR RIDS a . _ TES D.C. ROUND CONCRETE �"Jle� •T �aT..: _.._ ROUND CRETE BASE •< 9nLL ARWNO BASE k CON CT TO -.'--+.19"�^.�•_.--Tp BSS DER51tt POLEIBASE DETAIL NO SC DETAL NOTES' 1. CONSULT CORPORATE CIVIL PLANS FOR OTHER REQUIREMENTS ALL Pg /RXTURES SHAM MEET OR EXCEED WND WAD REWWEMPNS CAaN BY LOCAL CODE sr• �r `2 POLE FIXTURE SCHEDULE .i- ` - ISDE F , . I -NI- I wwR I RECE—TV Fn R. Wulbem EXTERNALHOUSESIDESHIELD TITS YRK.E .,S' BDU, ••• IY] LID 1.3 R TO TOP n ].. MSE e. BN<0uM w. �.w tw w l law F vmualr�,v sw.z+mere .+v. ®y s�x..aey an .0 a N ::a:iu.eatv,augl 1 > vas n B L . Aver. m MO n I. .C] Sz ST.LUCIE COUNTY PLAN REVIEW M I oa ua i mt i7 t wA wA OPHOTOMEINIC NOTESg 1. SEE ELECTRICAL SITE PLAN MR ORCUITNG WFORMATON DEC 0 7 2018 ST. Lucie County, Permitting SELECTION WITH OWNER'S LIGHTING VENDOR (SECURITY LIGHTING). NOTIFY THE ARCHITECT OF ANY DIFFERENCES and DISCREPANCIES. PORN NORTH r.1SITE PLAN: PHOTOMETRIC t ypa: I' � 20 at 29Y3L' 6 i - 6 l h l r' zw= Go¢ I owz l ulx MIN MIN I l ITT ENTRANCE CONDUIT gftECT DUTY EB X lIY W CND ROD 18• H PI I E —38• NW HDLE _ AT P01£ AM BASE _ AND AT TOP l ° BACKFlLL MU STRUCTURAL h COMPACT I'll TO 95S DENSItt — POLE BASE DETAIL (ALTERNATE) ©p P n�AN NOTE, NO SCALE 1. PROVIDE POLEAT FlX7UMS MTH All REQUIRED HARDWARE PPS, UM 2 PROM INSTAIL CONDUIT, AND pULISTWNC, " SHALL PROVIOE/INSTLL CON ADUCTORS, Poo, NTG AAA, AND UCNT Rmum INSTALL ALL PER UTIUTY GO REQUIREMENTS 3. PROVIDE AND NSIALL CONCRETE UGHT POE PER MANUFACTURERS RECOMMENDATIONS TO MIISTAND LOG. EPA WND SPEED RATINGS FOR AREA OF INSTNIATIOR (ISI MPH NWINIINJ. UGHT 444 HAND HOU W/BLANK cowR POE BAK COVER t• CHAmPm 1 y_O• ^ r GROUT AROUND .I ARQHDR Dais WADE I � LIE" � • lacuGNG 2._D. "11-1 N 1/E PVC IH I° T'I CCNONT aL I � TRANSITION CWPINC j F14) DIRECT DORY 08 i GAD N1RE To lD' X L SIWW CND ROD MIN I m ,- •� n RFRAR RODS IY TIES Q Ie D.0 •l `a ROUND CONCRETE BASE • _. BAIXAROUNDLL AROUND J, 1e 4. BASE k COMPACT TO 95.i DENSITY POLE/BASE DETAIL NO SCALE DETAIL NOTES 1. CONSULT CORPORATE ONL PLANS FOR OTHER REQUIREMENTS, ALL \ POES/RMU ES SHALL MEET OR EXCEED MUD OWN W Wk OCOOL LOAD REQUIREMENTS ♦ HARDEE RD i V'I jiisNi • eol as o iun-iaa� v m a• r •=a ll ni a m aan AREA OF am '4t 5.1 IA i.o 118 bs 1.1j.{=1d 2148 • A9 x .e b A 1a "1 ,a 11 IA s=15.'Qa y bd Ss lA sbs St io 9s isitirys i-.Pyr5.riri£z,4 3a kt ia§n&t Sx lx�ea Sa be iz'ii id bx i.,'v, ix idFz, `sr it §s b., SA fia fis bA se SA S, b.o SAL.Sa,.a.Rr_au.isha§satha-'..>S.-�Si�mi •u ib 4J L.. A. SA 4e iA be 52 h352 Stbh0 bn kT Sz 4T•Aw iS �SJ h2 b.e Ss Se 20 bA h1 Ys h2YAYA Y.1 he b.e b.o 2e R.l 5a is is'v 5s e4e 5s b.T §s 4B 3.a dt bA a.J 7A hx Se bx&, hs ix l/w SxbS hx b.O hsM bs ba YA;SE1a ilxbx bs Ss U Us Ul .I2l'v1.S' S. 41 T4T as $e ` 4 b .__. \ 5a' P bA bs bx hA x 4d Sx ST Se YnL - _.� JEL 124 111 ix AT bs As � 'u 5741 Sa `u 5.o bx'vi J1 BURDEN PROPOSED BURI'iR ICING ix 'IA°'1Ne }z SA 4T 4A Q iA5s SA5j41 }s 4T bA 11 •. ._ `.__:. .C�.. _....'__—_—_____ � u 4e Sa 12L i ,2s 1e 1n St•Ll CLOD 1siA'11Ai3)A4A 2e in b2U41 bA SA So bx SO 5a SA •u 4AWl1ASs SJ 414° S.+}a„`�y43 Ss 5.T is ix iA ix 5b is 3A St Ss bx ba So bA in ST it bA Z iA iA is A Sa 111+ SA 114e 1i 5a'u ix i.D 5A Sn 5.T'i,hz 4s ie h 1e i.1 b.1 S.e Sa 4e `u *A'w iA is l bT be k143 4�i id ie ASNi 1xi. 'u 1E `u So iT iA' ST 2, 1d ia'A'u iI \ b.Tk ix 6�19 •t.I -1 .1 SA'A_A SA FiAi SA lx m \ Sr Sr tin 215 uhA Tt.l SA5 Ie }A b.e bA •A3 ,'u SA `\ SS b, bd ba A b.o b.T bA'.D'u b1 (1 hSU ISx 5.T5 1x 1 ( _ <} KITTERMAN ROAD PHOTOMETRIC SITE PLAN SCALE 1• a W-n- ©PHOTOMETRIC NOTES 1. SEE ELECTRICAL STE PUN FOR CIRCUITING INFORMATION. SITE POLE FIXTURE SCHEDULE AI'HXKaD GGE wrAle IXNI Mla Pmlr SYYSL oils. ^ YOCFL Po1E T4E wTIILE OQOWO SYGIF115 F1CY-R-VLLS-SY-IED 51151E ON 312. PUE i 2' flUE SSO90.5J1G-RJ. 31 N' PoIF •^ Sp'-0' wX. MFSXI iO LOP K 1EU BIG 103 SY . NC R%RIXE AMSf WXC. GIBE w &IISLL QPIM AS H®FA Pour ro wTa MIERMn - WlSwls /]1m av low • PROVIDE ALL'ST k'U' MMRES MIH EXTERNAL HWSE SDE SHED IN A D)nM TD INTERNAL HOUSE EDE SMEID OPTICS. •• APPROVED HANUGACNRFA's SHALL INQA1Df EQUAL FlXNRES BY. RUIN IlEM11NC AND NhL IIGNTNG. ••• PROVIDE SEPARATE PRICING FUR DIVINER OPTION. IN LIEU OF METAL POLE ON 1FT CONCRETE BASE. PROVIDE DIRECT BURY CONCRETE POE MTH MATCHING DISTANCE PROVE CRAPE SEE -PDX BASE DETAL•, OR 'POLE BASE DETAIL (ALTERNATE)- FOR ADDITIONAL REQUIREMENTS. 'D A, iA. SA U4.R 1s SA sSe ST ST Aisha i.T aH I is Ss SJ 104s 5a' 0 Aix ,Sn SS Ss 10 }s i�i .1 A. abz io he i, }A }x jaF 'Ri. is5 'ui DAT .ix AT bs 4s bs 1 1t SA1. ' •. Sb <,S ix iA ifI t ) 1J :.1 23 • t I i�..101810 48 ` YS 2B 2fi 4 1911 x I.A'AS i.l la ba SP Sd 2x y L 1, So `ce bA a bT kS 4n Lbx SA 4TSs le iT is St 202TPed2o RS 19y 1' 1R 2bAbx St b2Y 1n 4Fytisx'u SA Su bs 132e iJ 5s 5�}�'u ie bs in 7x St bs IS 2A 1a ST ba bA S.T SA 11 U 41.'11.! SA So 10 4e bs ba b.l ba to bn ol3 bx bA b31 'a id i. bL\ `-lx 4e 43 is Sx Ss iAh obs A.t bs ,So % idi tIV. Sa SA Sob b. C ( p O �2 �m R ZU '§ ZJ NJ J • fi Lu�y�w COORDINATE SITE LIGHTING LAYOUT, 21 O'-J a m u POLE LAYOUT and FIXTURE m J SELECTION WITH OWNER'S LIGHTING MCD z%y VENDOR (SECURITY LIGHTING). NOTIFY THE ARCHITECT OF ANY s DIFFERENCES and DISCREPANCIES. sWwawe anOH 1� m+M M.utr,.. WgHVIv O—Fm� � fYan �� IIF4tl +oi. , Ivwus,IWs smFaEncwue wm„e.w =.wr. 1a E3 N e Ivy llm-.s w'19FTAFA°°•W ,wwmlf.emW , ro B L 1 Iyep611Ra RFndgCN. yam: wpf 1FO , A -T. —I _0 52 bR1• 1/4/I8 2813EOI F0�JG�c CC Z LU 0 F 91EEf 0 = TA REA EL P01ELl ME h N= ENGMERTNG, P.A. IMA YDIGSLCY AYENUB. BUG 12A ORANGE PARR, flnRUTA 32073 ISM) 204-5570 FAX:(gU) 278-ZHU CORPORATION 21A. MG. W-45V 0-1 ELECTRICAL SITE PLAN ,_ _ ,:+? •; o SIM P.AN NOTES SOME: 1-- 2a-W 1. PRIOR TO START OF ANY WORK OBTAIN MITTEN APPROVAL FOR LOCATION OF PRMARY MR= CONOUT N CONNECTION POINT PER 2. PRIOR TD START OF MY W CBTNN WWITRN APPROVAL FOR L M PHONE ;TY GO DIRECTION. PROVOE/R£RIFY TUE CO REWI PROPERTY UNE. W/2000B PUU-VRE. SEAL ENDS TO PREVENT GAS, WSPECTIOi BEFORE COVERING. SEE ALSO 'TI HONE RISER DAM ]. PRIM TO START OF ANY WORK OBTAN WRITTEN APPROVAL FOR L UTUTY.CO. DIRECTION. PROVDE/WMIFY CABfE CO REQUIREMENTS ( LINE. W/2033 PUTL . SEAL ENDS TO PREVENT GMINATUR/RO BFFOTE COVERING. SEE ALSO 'TMEPHONE RIMR DIAGRAM' FOR CO 1. S M ENTRANDE SECCNDARI'IRON FW URMTY GO TRANSFORR 5. PROWOE ALL CONDUITS WITH MULTI -STRAND POLY -CORD PUU.STM G. RELD YERTY @ COORDINATE MGT LCCARON OF EQUIPMENT MTH POW PVUI FOR COMPLETE REOUIRWIENS UPON ELEC UTIUTY CO APPROVAL PROVOE REQUIREMENTS S£ TOWER RISER' FOR CONPUG )N OF SERNCE CONDUITS K CONNECTION PUNT PER ITS OF (2) 2- SCHEDUE AO PVC CONDUT RUN OUT PAST R/RCOLNT WTRUSON. 24- MINIMUM CO . CALL FOR OR COMPLETE REQUIRDABTS. )N OF SQ M CONDUITS k CONNECTION PUNT PER CADUE. 2' SCNEOUt W PVC CONDUIT RUN OUT PAST PROPERTY INTRUSION. 2e MINIMUM COVER. CALL FOR INSPECTION E REQUIREMENTS EE 'FIECTRIC L RISER DAM"' YPICM). R AND SON CONTRACTOR SFE T C UGHTING PL k EIEC 1/ 4 /18 2813EO2 e: I•VIA :V I r .. CM m ZU o 0J Wrc ZJ �� w moo�o Lu -aNE =30 m CD O � 8n. Uw w O PLAN REVIEW BLDG: — DATE: ELE DATI Y�'K PLUMB: — DATE: — MECH: — DATE: — r� c