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HomeMy WebLinkAboutCOMM-19-2439 ' '. PermitNO Comm 19-2439 r �p� City of Arcadia, CA .t 4i_yj/. Development Services Department I. +� y_� ;I r�rs— x� �� Permit Type.Commercial 1 9 240 West Huntington Drive,Post Office Box 60021 l, € ,I I I'+ + I ,) t , t. : i i r, work Classification:Commercial-Add/Alt Arcadia,CA 91066-6021 } � (626)574-5416 : Permit 5ta,tus:Issued A.RCAD IA Its tie Date i s 12/05/2019 ri Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 400 E LIVE OAK AVE Arcadia,CA 91006-5619 8572001030 .2L.@l Fn ',,,.2.,.438 • nas3. ,'•�s4, w1a.@AE'4'(sd4'R-^";C6.'. kA'LS•e4&44.MSS4, a..,a.•flW56-vw....'. 3itl4 "st4i sKeA.fi$,M Wi Contacts West America Construction Corp Owner P S Construction Contractor 8929 Wilshire BLVD#400,Beverly Hills,CA 90211 5415 Persimmon,Temple City,CA 91780 (310)652-8288 (818)442-2764 431044 Description:INSTALL NEW LIGHT POLE IN PARKING LOT PER Valuation: $ 6,500.00 Tenant APPROVED PLANS WITH ELECTRICAL Total Sq Feet: 0.00 Plan Check# Plan# Fees Amount Payments Amount Paid Accessibility Plan Check $18.25 Total Fees $506.06 Accessiblity Building Permit $18.72 Cash/Receipt#REC-03263-19 $506.06 Building Issuing Fee $47.01 Building Permit Fees $187.15 Amount Due: $0.00 • • Building Plan Review Fee $121.65 Cal Green Plan Check $12.17 • Electrical Permit Issuance Fee $47,01 Energy Plan Review Fee $37.43 tip„ . Green Building Standard $1.00 Pole or Platform Mounted Lighting $6.60 Fixtures CALLS FOR INSPECTIONS Solid Waste Management Fee $6.25 Request for inspection by telephone at 626-574-5450. Leave a message Solid Waste Management Fee 2 $1.00 requesting the address,timeframe and what inspection item is needed. . Strong Motion Inst.Program Com $1.82 Total: $506.06 This permit/plan review expires by time limitation and becomes null and /2-24-11 void if the work authorized by the permit is not commenced within 180 days -!At/f 4 rou” [ elec. _ I from the date of issuance or if the permit is not obtained within 180 days �Vt.( J'� Cif SLG QVV from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 3 •-.. -2 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. . pi\f04-1, Pg- JINNI, OiDecember 05, 2019 . Issued By: Date December 05,2019 Page 1 of 1, ��4oFF ,/, x I' PERMIT/PLAN REVIEW APPLICATION "Illi\�� W4 IffEall A° E I Development Services Department,240 West Huntington Drive,Post Office Box 60021 o\y co° Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in ful force and effect. �` ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class se No. 41,1 b u Exp. Date1l"lO- compensation, as provided for by Section 3700 of the Labor Code, for the Th Signature of Contractor �`� ���`�. performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION 0 I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier Cr-kt' v demolish,or repair any structure,prior to its issuance,also required the applicant GN O '�2 2_O C� permit for such to file a signed statement that he or she is licensed pursuant to the Policy Number ^� I L provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code) or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the roe • forthwith comply with those provisip . property,rty, or my employees with wages as their sole �� compensation,will do the work,and the structure is not intended or offered for `�-, C 101 sale(Section 7044,Business and Professions Code:The Contractors License Date 7 Signatu /LJ�A., Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for 4 WARNII1b: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer,to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior t disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. Name ' l�..• '' Title it CNY\Sf — P• NTN• E I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. iI gree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Acadia to enter upon the above-mentioned property for inspection purposes. gnatur .✓v Date 17 - cD— I`icA • - '-'•'';'-'''•-,`.,,-,,,i,,,"--••-,:i."C$. ----:•,,,-,,,'....,„- „.„-.,..,-..,,_,,„•;-,,..:.. , ... -- . .--Or%i4 k_ , 0 . — 1 - ,-. ' 0 ' , - • - '— : . --. ,, -,,,---- - . , ", ' -';,-`,-',,,-„'--,--,------.,, -...,. - .,,.%.r, -1,, .ir. . . , . . . ., , .. ., . ., ,, _, . ,. .. — - .. , • It,- wr . . . • ,.. ,-•1.,..;, W .... , • Is.. .. ... ........ 1.. , , _, , . • , _. , , '- _ • ', ... ' • ,..-- 0....., . , , I/ 7. w•-•44,2.-7.;•`, , 5 ItY I • iT� �1 C�✓ ' 6n - - : .j1 ` . • 1 • ' • - 1'h k r'4i t 'S 4." "- Lr rt r, ` •r' 'fl r l ;. 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R 1 -•-- `I i 77-4111t/J\ ,,,` gra `'xa,•� �—r''= -^:?s• — �.......-- _, 1 a • +, ld . \I• • .d 'ry „�71 • • • • • 4. • V 1 tVf • 3 ., Y • • 4ny ! a • tr . •f • , .` iz • ' 'P, `'' ea. .F''',.,*',.:'‘Cl? fl4J • t '41 / 'W' t: ®;-,.p , ..; Y •,,0, .X4 "3,. d`9',y .. i I I •j I L 7 N R O $ E S T R E E T ` 1 . / \ \ / . •1 . 1 B • I 1 E SITE PLAN ....:+ 1 ° ...1__— ° 1 N.T.S. El 1-- • 1 1 1 1 - 2 1 E ° 1 1 I l--- 1 ° -I-7-- 1 I . .I 1— 1 I __ . . i_____ 1 ...,..,. _ . 1 :....-.,*\ N A kril ;•1 c 8 „ jiLg al I . i .z. • . 1. • 400 E. LIVE OAK AVENUE . v1 Q n - ON SITE PARKING = cI2 2 Q ps 5 'ii ;.S `vi 271'-0° • ' LIVE OAK AVENUE • • • • . . • • , . • • • • • • • • • • • • • • • • • • • • ROUTING ACTION Date.and • Initials of 00- *See cp\V,•e . Notes Checker ! Plannin • Eric Fire I PWS-Water T-------- WELD • • I —' 1111111111111.11111A1— • • _ _111111111111111111111111 11.111111111 • • . , • • • . - • • - .,_ . • 12-5-1 3 CITY OF ARCADIA : . Development Services Department APPROVED This set of plans and specifications must be kept . on the,job at all times and no changes or alterations shall be made e::ept by the Building Division. The Stan ?ing,of thk plin and specification shall not CONCRETE be held to perr:za 3,r to be an approval of the violation • of any pro\isioos of any cityordinance or state law 1. CONCRETE USED IN THE WORK SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGHT AT AGE 28 DAYS: LOCATION IN METHOD OF ULTIMATE STRUCTURE PROPORTIONING STRENGTH A. SLAB ON GRADE STANDARD 2500 PSI B. FOOTINGS STANDARD 2500 PSI • 2. ALL CONCRETE SHALL BE STONE CONCRETE GRADE A UTLIZING AGGREGATE CONFORMING TO ASTM C33. CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM C150. REINFORCING STEEL 1.. A. ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615, AS FOLLOWS: a. STIRRUPS . . GRADE 60 TIES . . GRADE 40 b. STEEL IN MASONRY WALLS GRADE 60 U.N.O. ON SECTIONS c. ALL OTHER . . . . . . . . . . . . . . GRADE 60 d. WALL DOWELS TO FOOTINGS GRADE 60 U.N.O. B. WELDED WIRE FABRIC SHALL BE MADE OF COLD DRAWN WIRE AND SHALL CONFORM TO ASTM A185. • 2. ALL BARS SHALL BE FREE OF RUST, GREASE, MILL SCALE OR ANY MATERIAL WHICH ?ikoFESS/0A, MIGHT AFFECT ITS BOND TO CONCRETE. � .� C. Sq wq 9Fc 3. ALL BAR BEND SHALL BE MADE COLD. No.S-3974 * Exp. 6-30-21 S �� �CTURPO���Q POLE LIGHT FOUNDATION woolg RAMZY C. SAWAYA, SE • 400 E LIVE OAK AVE 1960 SANTA ANITA AVE ARCADIA, CA 213-479-0978 / f . , . 4 LIGHT POLE 17'6" HIGH BASE PL & A.B. BY POLE MANUFACTURER 1.5" NON—SHRINK GROUT 13 a_IIl la PLACE TOP 12 TIES (\i PROVIDE /12 COPPER GROUND WIRE a) 3" O.C. - TO EXTEND TO 18" MIN BELOW GRADE '1 J I I=-1= I I' ' -71±1:=1 I 1=JI --'. 11-111: Il 11' 111-.- Off' 12-16 SPACED , EQUALLY 1114111N #SN.O.TIES § 6" ? U. . 0 A A / 24" 0 / QFtOFESSfp SECTION AA �pP.ti,� C. sq7 (st / 24" 0 0 No.S-3974 * Exp. 6-30-21 .d STRUCTURP��\P �hI},q,'ar�",' �� POLE LIGHT FOUNDATION k�►���i`IP' 400 E LIVE OAK AVE RAMZY C. SAWAYA, SE 1960 SANTA ANITA AVE ARCADIA, CA SIERRA MADRE, CA 91024 213-479-0978 STRUCTURAL CALCULATIONS FOR PARKING LOT POLE LIGHT FOUNDATION AT 400 E LIVE OAK AVE ARCADIA, CA • BY RAMZY C SAWAYA, SE . CONSULTING STRUCTURAL ENGINEER okoFESs/ou 1Z-5--19 1960 SANTA ANITA AVE f/c SIERRA MADRE, CA924 �9 tick -- CITY r to l;f=": DIA 213-479-0978 Ei No.S-3974 __- _ Development Services Department * Exp. 6-30-21 4uCTu4 This set of plans and specifications must be kept 9( • Fo' on the job at all times and no changes or alterations t� -tm..re-1• PTO r shall he made except by the Building Division. /�/�f The Stamping of this plan and specification shall not ,` I , be held to permit or to he an approval of the violation of any provisions of any city ordinance or state law • 0 CO fl RAMZY C. SAWAYA, SE Cosu/ting Structural Engineers Job Address: l 6-1 Zi vc_ 0. k.,,._ • MINN ko A _ L. -----11--, Sly 1, �. �, _ _, N , ...,` .__1 lailENIMOWNIMI, 1111...11.11.0111i - v D - ‘h" ---% ■• �CII • MN :. ,, �' • ■■ , � 7v- ■__ � _ ° - ■ av"". _oralummaimmiimmimmi -,r 0 S 1-" • • M■ • ` — ■�G . - 4' � _• ‘‘ . ., • M■.. •• ■■ • ■■ • ■■ 1 ' II INN ■ ■■ • ■■ — rt ■ ■■ - _II m ■_�■ . .. \ c� ■�■■ - -r- o • M• • 1 CD y J t';���Y �. ��a�VA�1��A, SE Cosulting Structural Engineers Job Address: 4& 6 /`/d_/, O k N * t4 .----,._s:1 ." .',dli ii O ''--- CL.,• 1 - �D :: to 0 �- � ,If Iq � ir• 4 a _ ``ice- T� � sr- E Q oz `- c.›., 0 �. c, PG! r �t V. y m rte, C - li �� � �. 41. 4 ` 'Ns '.a 5 l g z t7) �� g v 4 �� S hl'� — fl cb _ o ° . . ®.. • • ' Title Block Line 1 Project Title: S You can change this area Engineer: using the"Settings'menu item Project ID: • and then using the°Printing& Project Descr. Title Block'selection. Title Block Line 6 Printed: 3 DEC 2019. 6:12PM Fde=C:WsersIRAMZYIDOCUME-11ENERCA-1ENERCALC Data Files. Poe Footing. Embedded In 5911 Software copyright ENERCALC,INC.1983-2019,Build:12.19.8.31.. . Lic_`# }VV-06011529 - - - -. • - - •- SAWAYA Code References Calculations per IBC 2018 1807.3,CBC 2019,ASCE 7-16 Load Combinations Used:ASCE 7-16 General Information Pole Footing Shape Circular Pole Footing Diameter 24.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 200.0 pcf Point Load Max Passive 1,500.0 Psf i . • ,Controlling Values Governing Load Combination: +Dt0.70E+0.60H _ Lateral Load 0.4368 k Moment 4.368 k-ft NO Ground Surface Restraint I Pressures at 1/3 Depth Soil Surface No lateral restraint 1 Actual 329.934 Psfi s rs I Allowable 330.388 Psf0;43 , , y _ . Q td i I� t !iay 1 Minimum'Required Depth} e5 0 ft Y f= 0 *6.Z • mak. '-. t ._.� i Footing Base Area 3.142 ftA2 1 Maximum Soil Pressure 0.0 ksf . Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (kif) Vertical Load (k) D:Dead Load k k/ft k Lr:Roof Live k k/ft k L:Live k kilt k S:Snow k k/ft k W:Wind k k/ft k E:Earthquake 0.6240 k kilt k H:Lateral Earth k k/ft k Load distance above TOP of Load above ground surface ground surface 10.0 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces.@'Ground Surface Required Pressure:at 1/3 Depth Soil Increase Load Combination _ ::: Loads_(k) Moments (ft-k) Depth (ft) Actual (Psf) ` Allow (psf) Factor +D+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Li0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.60W+H - 0.000 0.000 0.13 0.0 0.0 1.000 • +D+0.750Lr-t0.750L+0.450W+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S-r0.450W+H 0.000 0.000 0.13 0.0 0.0 1.000 ' Title Block Line I Project Title: 4 You can change this area Engineer: using the Settings menu item Project ID: • and then using the'Printing& Project Descr. Title Block°selection. Title Block Line 6 Printed: 3 DEC 2019. 6:12PM Pole F®otin Embedded;in.Soif Fie=C:tuselsRAMZYDOCUME-11ENERCA-1ENERCALCData�iles. Software copyright ENERGALC,INC.1983-2019,Build:12.19.8.31 . • 'Lie.#:KW-06011529 - SAWAYA +0.60D+0.60W+0.60H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.70E+0.60H 0.437 4.368 5.00 329.9 330.4 1.000 +D+0.750L+0.750S+0.5250E+H 0.328 3.276 4.50 296.6 297.0 1.000 +0.60D+0.70E+H 0.437 4.368 5.00 329.9 330.4 1.000 . Title Block Line 1 Project Title: S You can change this area ' Engineer. using the°Settings°menu item , Project ID: and then using the°Printing& Project Descr. Title Block'selection. Title Block Line 6 Printed: 3 DEC 2019, 6:19PM Concrete Colum1>I. - Fife=ClUsersIRAMZYIDOCUME-11ENERCA-1ENERCALCData Fiiles . Software copyright ENERCALC,INC.1983-2019,Build 1219.8.31 . Lic.#:KW-06011529- . .__ SW%1YA Code References Calculations per ACI 318-14, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used:ASCE 7-16 General Information . fc:Concrete 28 day strength = 2.50 ksi Overall Column Height = 8.0 ft E_ = 3122 ksi End Fixity Top Pinned, Bottom Fixed Density = 150 pcf Brace condition for deflection(buckling)along columns: Q = 0.850 X-X(width)axis: fy-Main Rebar = 60 ksi Fully braced against buckling ABOUT Y-Y Axis E-Main Rebar = 29000 ksi Y-Y(depth)axis: Allow.Reinforcing Limits ASTM A615Bars Used Fully braced against buckling ABOUT X-X Axis Min.Reinf. = 1 ok Max.Reinf. = 8 0/0 Column Cross Section Column Dimensions: 24.0in Diameter,Column Edge to Rebar Edge Cover=3.Oin q`.,\ Column Reinforcing: 12-#6 bars y. 1y r I . %, 4 !/ t rAtIn Applied Loads Entered loads are factored per load combinations specified by user. Column self weight included:3,769.91 lbs*Dead Load Factor AXIAL LOADS... Axial Load at 8.0 ft above base,D=0.160 k BENDING LOADS... •Lat.Point Load at 8.0 ft creating Mx x,E=0.6240 k DESIGN SUMMARY Load Combination +1.40D+1.60H Maximum SERVICE Load Reactions.. Location of max.above base 7.946 ft Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum Stress Ratio 0.007: 1 Top along X-X 0.0 k Bottom along X-X 0.0 k Ratio=(Pu^2+Mu^2)^.5 I(PhiPn^2+PhiMn^2)^.5 Pu= 5.502 k cp *Pn= 753.81 k Mux= 0.0 k-ft cP *Mn-x= 0.0 k-ft Maximum SERVICE Load Deflections... Along Y-Y 0.0 in at 0.0 ft above base Mu-y= 0.0 k-ft tP*Mn-y= 0.0 k-ft for load combination: Mu Angle= 0.0 deg Along X-X 0.Oin at 0.Oft above base Mu at Angle= 0.0 k-ft (pMn at Angle= 0.0 k-ft for load combination: Pn&Mn values located at Pu-Mu vector intersection with capacity curie Column Capacities... General Section Information.(p = 0.70 13 =0.850 0 = 0.850 Pnmax:Nominal Max.Compressive Axial Capacity 1,266.91 k p %Reinforcing 1.167 % Rebar%Ok Pnmin:Nominal Min.Tension Axial Capacity k Reinforcing Area 5.280 in^2 (I)Pn,max:Usable Compressive Axial Capacity 753.81 k Concrete Area 452.389 inA2 (p Pn,min:Usable Tension Axial Capacity k Governing Load Combination Results Governing Factored Moment Dist.from Axial Load Bending Analysis k-ft I Load Combination . k * * * Utilization i X X Y Y base� ft Pu cP Pn 5 x 5x Mux 5 y Sy* Muy Alpha (deg) 5 Mu •cp Mn Ratio i +1.40D+1.60H 7.95 5.50 753.81 0.000 0.007 ' ' Title Block Line 1 Project Title: C You can change this area Engineer: using the°Settings'menu item Project ID: • and then using the'Printing& Project Descr: Title Block'selection. Title Block Line 6 Printed: 3 DEC 2019, 6:19PM Concrete Column File=C:tUserstRAMZYIDOCUME-11ENERCA-1ENERCALCData Fles. Software copyright ENERCALC;INC.1983.2019,Build:12.19.8.31 . k Lica.# KW-06011529 - - - " - , . -' -. - . z_. --;SAWAYA: Governing Load Combination Results rGoveming Factored, - Moment Dist from Axial Load Bending Analysis k.ft - Load Combination •: • k * ' Utilization _ X-X Y-Y base ft Pu rP Pn S x .8x Mux -a y Sy Muy Alpha (deg) g Mu .(p Mn Ratio I +1.20D+0.50Lr+1.60L+1.60H 7.95 4.72 753.81 0.000 0.006 +1.20D+1.60L+0.50S+1.60H 7.95 4.72 753.810.000 0.006 +1.20D+1.60Lr+L+1.60H 7.95 4.72 753.81 0.000 0.006 +1.20D+1.60Lr+0.50W+1.60H •7.95. 4.72 753.81 0.000 0.006 +1.20D+L+1.60S+1.60H . 7.95 4.72 753.81 0.000 0.006 +1.20D+1.60S+0.50W+1.60H 7.95 4.72 753.81 0.000 0.006 +1.20D+0.50Lr+L+W+1.60H 7.95 4.72 753.81 0.000 0.006 +1.200+L+0.50S+W+1.60H 7.95 4.72 753.81 0.000 0.006 +0.900+W+1.60H 7.95 3.54 753.81 0.000 0.005 +1.20D+L+0.20S+E+1.60H Actual 7.95 4.72 753.81 1.000 -0.00 0.000 0.00 1.51 0.006 +0.90D+E+0.90H Actual 7.95 3.54 753.81 1.000 -0.00 0.000 0.00 1.51 0.005 Maximum Reactions Note:Only non-zero reactions are listed. • X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base ©Top @ Base @ Base @ Top @ Base ©Top +D+H 3.930 +D+L+H 3.930 +D+Lr+1 3.930 +D+S+H 3.930 +D+0.750Lr+0.750L+H 3.930 +D+0.750L+0.750S+H 3.930 +0+0.60W+H 3.930 +D+0.750Lr+0.750L+0.450W41 3.930 +D+0.750L+0.750S+0.450W+H 3.930 +0.600+0.60W+0.60H 2.358 +D+0.70E+0.60H 3.930 0.000 +D+0.750L+0.750S+0.5250E+H 3.930 0.000 +0.60D+0.70E+H 2.358 0.000 D Only 3.930 Lr Only L Only S Only W Only E Only 0.000 H Only Maximum Moment Reactions Note:Only non zero reactions are listed. Moment About X-X Axis Moment About Y-Y Axis Load Combination @ Base @ Top @ Base @ Top +D+H k-ft k-ft +D+L+H k-ft k-ft +D+Lr+H k-ft k-ft +D+S+H k-ft k-ft +D+0.750Lr+0.750L+H k-ft k-ft +D+0.750L+0.750S+H k-ft k-ft +D+0.60W+H k-ft k-ft +D+0.750Lr+0.750L+0.450W+H k-ft k-ft +D+0.750L+0.750S+0.450W-'H k-ft k-ft +0.60D+0.60W+0.60H k-ft k-ft +D+0.70E+0.60H 0.000 k-ft k-ft +D+0.750L+0.750S+0.5250E+H 0.000 k ft k-ft +0.60D+0.70E+H 0.000 k-ft k-ft D Only k-ft k-ft Lr Only k-ft k-ft L Only k-ft k-ft S Only k ft k-ft W Only k-ft k-ft E Only 0.000 k-ft k-ft H Only k-ft k-ft ' Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: and then using the°Printing& Project Descr: Title Block"selection. Title Block Line 6 Printed: 3 DEC 2019, 6:19PM ®P1C1'�$� �+®SU11711 File=C:tUserstRAMZYIDOCUME-1tENERCA-1ENERCALCData Fles . Software copyright ENERCALC.-INC.1983.2019.Build:12.19.8.31 . • 'r +.+ rr. Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.V-V Deflection Distance +D+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft • +040.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.60W+11 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+1-1 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft • Sketches // ©. i I eb ` , O. i o� I I x N e''' I ems. f { 1I - _.._ soy Interaction Diagrams -V 1)t•c4tGittaH c. Product Description - Pole Top Options:A removable plastic pole cap is provided if the pole is 1 #-< _-_,_____j�_ • f j1.1ourtingHei?hi(tt.).,'_AI- 0 �.� drilled for attaching light fixtures.The drill pattern and drill orientation - Width ;' — Ton_ (in.) -C- 4_ — needs to be provided bythe customer unless EnergyLight fixtures are used ---- g Butt Width(in.) D 4 for the project.If a tenon option is selected,a steel tenon will be provided. _ Base Width(in.) E 10-5 A 2'/B inch diameter tenon with a 4 inch length is standard;however,the _ Bolt Circle(in.) F 8.5 i customer needs to confirm the appropriate tenon size required for the soft Proy`coon(in.) c_ -�� -__ __ Base Thickness(in.) H 0.7� _ j project. Anchor Boit Size(in.) 1 0.7Sx17x3 • -.. •Pole Shaft:Commercial quality welded steel tubing of 1 piece construction Bolt Circle Range(in.) 8-11 _ with a minimum yield strength of 55,000 psi is used to fabricate the pole __- - _Pole Weight(lbs.) I_I 138 _ shaft. ..._.. :_ - •Handhole:3 x 5 inches tall reinforced handhole is provided at 18 inches - "`" - ' sh e m` P,`-Sq.,ar F et ` - from the base.A cover with a single screw to secure the latch mechanism is _ 100 mph: 5.75 Square Feet —1 also provided. _�_ __110 mph. 43 Square Feet l -1 120 mph: 3.1 Square Feet •Base Cover:A 2 piece metal base cover is provided along with hardware to -- - ----- --_ - -- --- securely attach the 2 pieces together after pole installation. •Anchor Bolts:A set of 4 galvanized steel anchor bolts is provided with each Remo:-able Pole Cap with pole assembly.Each bolt includes 2 nuts and 2 washers.A portion of the T — Staines;S:eci Hardware anchor bolt is threaded for securing and leveling the pole with the provided (optional Tenon Available) nuts and washers.An actual size paper anchor bolt template is included. . 4 •Color:Dark Bronze --+� -Drilling per Customer Specifications I ( /-29rP'iselice"dTel:er [f i} l --0i ril 1 i f° , Match Pole `� , imii • . u- r- I) I I r: L. • ot-1, , I i ;li ---Ai- (4)Galvanized Steel Anchor Bolts '. o \ - i/ (See Table for Details) a ` '� - A_ • 7 Ii li • • ____ (4)Anchor Solt ` -_ ' 4 • HAD © • on T / ` Reinforced Handhole 3 x 5 inches F D Piece Base Cover C , 3B inches S with Hardware Base Plat•with Slots or)idles �t__ _��- Copyright 0 2019 Energy Light, Inc.All Rights Reserved. 1800 E. Northwest Highway;Palatine,IL 60074 c)c ( ts=.,.. a-,n O„ to QIt4. ..2.1rr qn 1 ®8.0—AL • • r A F-, ti G aAC_ Pt r t 150 Watt LED Area Light o �� �' Product Description • •Best-in-class,commercial grade,outdoor rated 150 Watt LED area light - •Die-cast aluminum housing with dark bronze powder coast finish i-. _:: _ ., •Built-in aluminum fins maximize heat dissipation for trouble-free operation ..pt = • -. •Easily replaces any 400 watt metal halide or high pressure sodium light f;_ - •Designed specifically for outdoor use such as parking lots and street lights 7-- ;>r _ •IP66 rating allows it to endure severe weather conditions for many years -_ `--- --- - Product Specification .:- b •Power:150 watt •Voltage:120-277 volt(345 and 480 volt options available) q"ci,�4�'°'"" CI—"O.—'.' ' •Delivered Lumens:20,250 !O(i)`-•o - 1 „0 .. •Lumens/Watt:135 - I+U)U)0 C) )(T)Q)(I)U)(,i„.1 1 - •HID Equiivalent:400 watt metal halide or high pressure sodium II Q)0)0 0 U D(_)CD(1(DI (j •Color Temperature:5000K,4000K,3000K "� P ' p Illi oU(_)(D(•)(�(Lo(I)(I) i; •CRI:>80 Q(D(D 01(�ti;;;VO C)C1)(D U i ).1 iv 1�. iso. bo.o!J m •IP Rating:1P66 wet location t �,__.__ _ __ - _ __—__, _ —,� •Material:Die-cast aluminum c r --:--tom__t r .."--t__--1- c r •Life Expectancy:100,000 Hours—LM70 N , •Dimming:Yes 1 1.1111111 . I •Fixture Color:Dark bronze,other color options available _ _ il i I ' •Warranty:5 year { l! ! 'I •Mounting:Includes round or square mounting bracket 1 I ; 1 1 1 •Power Factor:0.95 - 1 I II i i I •Frequency:50/60 hertz _�,j o 'o' . - •Ambient Temperature: 20'to 130"F +, ! •LED Driver.Sosen --- -- ------ ._ + !_._L_._ i -LED Chips:Lumiled _ •Dimensions(LxWxH):17 x 12x31/:inches 12 i- 3'� r inches inches •Weight:8.35 lbs. •EPA:0.78 _ •Certification:UL and DLC listed - B.tl.G. RATING ,7,- TEMPERATURE I POWER 1 B U G cOtis Q,L5:ai.40001: ,tic:;k:- 1 15U w.itt ., , 1 • - 7 Places(Holes) Suggested Drill Pattern m I - 7—'' -_ 1•O 1. . i ��` Pole Top // ni 2 inches ����^`^� scl ° % %---T� 2 inches 0 0 1 ��., 3/8 inch Dia• \ 1 . �,.� 0 — - �--8'/,inches- , .I 3/4 inch Dia — i /4 inches Dia�o� • e 1 inch -- r i ! i I �� - 3/8 inch Dia--—NI" 2'h inches 1 inch — s a 0 -- �_ �, o �k 1 ( . It. Li 1'/zinches j �d tl' inches NO 1'/zinches 11/inches Gasket for Round Pole Gasket for Square Pole ( a-I N 1 I �- i.. �N lm I 1/C nthes Round Pole Mounting Square Pole Mounting Copyright©2018 Ener Light,Inc.All Rights Reserved. I 800 E.Northwest Highway, Palatine,IL 60074 :.1 Allk • LIGHT POLE 17 7'6" H/GH BASEPL & A.B. BY POLE MANUFACTURER 1.5" NON-SHRINK GROUT _0 L �O PLACE TOP 12 TI'S N PROVIDE /12 COPPER GROUND WIRE ® .r 0.C. TO EXTEND TO 18" MIN BELOW GRADE IIINI III V Q 12-16 SPACED EQUALLY 13 TIES ® 6" -.. TNU.N.O. A h / 24" 0 / QROFESSI ji SECTION AA ��t�5) 4, c. sq�� Fy 24" 0 • -7 c 0 No.S-3974 * Exp. 6-30-21 * 0.4 sTRUCTU����\P POLE LIGHT FO UNDA TION RAMZY C. SAw.4YA, SE 400 E LIVE OAK AVE 1960 SANTA ANITA AVE ARCADIA CA SIERRA MADRE, CA 91024 213-479-0978