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HomeMy WebLinkAbout1855 ARTEMISIA CT; ; CBR2020-1499; PermitPERMIT REPORT Residential Permit Print Date: 05/23/2022 Job Address: 1855 ARTME51A, Permit Type: BLDG-Residential Work Class: P/M/E Parcel#: Track#: Valuation: $90,000.00 Lot#: Occupancy Group: Project#: DEV14060 #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Project Title: POINSETTIA 61 Description: POINSETTIA 61 (TREVISO): SITE LIGHTING & FUTURE EV CHARGING SPACES Applicant: LENNAR HOMES ALAN CHIK 15131 ALTON PKWY, # 365 IRVINE, CA (949) 204-4628 FEE BUILDING PERMIT FEE ($2000+) STRONG MOTION-RESIDENTIAL BUILDING PLAN CHECK FEE (BLDG) Total Fees: $1,003.14 Property Owner: LENNAR HOMES OF CALIFORNIA INC 15131 ALTON PKWY, # UNIT 365 IRVINE, CA 92618-2385 (949) 204-4628 Total Payments To Date: $1,003.14 (city of Carlsbad Permit No: CBR2020-1499 Status: Closed -Finaled Applied: 07/07/2020 Issued: 08/12/2020 Fina led Close Out: 05/20/2022 Inspector: Final Inspection: 05/20/2022 Balance Due: AMOUNT $583.20 $11.70 $408.24 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ... ( City of Carlsbad Job Address -e799 Enc@lia Ploee COMMERCIAL BUILDING PERMIT APPLICATION B-2 P I a n C h e c k Cbr)ciJ'20-\\..\C\ q Est. Value 90 ff)-0- PC Deposit ________ _ Date _7~--7~-~'2=0~-- Suite: _____ APN: __________ _ Tenant Name: _T_r_e_v_is_o __________ CT/Projecfl:, ____ CT 14-10 ______ Lot#: ___ _ · · ..-___ Fire Sprinklers: yes / no Air Conditioning: yes / no D Addition/New: ___________ ,New SF and Use, ___________ ,New SF and Use, ____ Deck SF, Patio Cover SF (not including flatwork) D Tenant Improvement: ______ SF, ______ SF, Existing Use ______ Proposed Use ______ _ Existing Use Proposed Use ______ _ LJ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ LJ Solar: ___ KW, __ Modules, ___ Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No D Plumbing/Mechanical/Electrical Only: _________________________ _ □ Other: New Chargepoint EV charging station. APPLICANT (PRIMARY) Name: I ennar Homes Address: 15131 Alton Parkway, Suite 365 City: Irvine State: CA Phone: (949) 204-4628 Email: Alan.Chik@Lennar.com DESIGN PROFESSIONAL Name: Duane Stroobosscher Address: 4429 Morena Blvd. Zip: 92618 City: San Diego State:~Zip: 92117 Phone: ( 858) 866-8544 Email: des@utilityspecialists.com Architect State License: ___________ _ PROPERTY OWNER Name: Lennar Homes Address: 15131 Alton Parkway, Suite 365 City: Irvine State: CA Zip: 92618 Phone: (949) 204-4628 Email: Alan.Chik@Lennar.com CONTRACTOR BUSINESS Name: I ennar Hames Address: 15131 Alton Parkway, Suite 365 City: Irvine State:~Zip: _92_6~1~8 ___ _ Phone: (949) 204-4628 Email: Alan.Chik@Lennar.com State License: 728102 Bus. License: BLOSl239643 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 1 of 2 Email: Building@carlsbadca,gov Rev. 06118 ,,. ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury QM of the following declarations: DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued □ I have and will mointain worker's compensation, as required by section 3700 of the Labor Code, for the perfo•mance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: _____________________ _ Policy No. _______________ h:piration Date: __________ _ □ Certificate of E.xemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come s,.1bject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, ln addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the Jo/Jawing reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offe~ed for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who tluilds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the tluilding or improvement is sold within one year of completion, the owner-bLilder will have the burden of proving that he did not build or improve for the purpose ot sale). 0( I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Set. 7044, Business and Professions Code: The Contractor's License Law does not apply to an awrier of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). □ I am exempt under Section ________ Business and Professions Code for this reason· 1. I personally plan to provide the major labor and materials for construction of the proposed property im~rovement. □ Yes D No 3 I have contracted with the following perso /firm) to provide the proposed constructmn (include name address/ pllone / contractors license number) 2 I (have/ have not) signed an appl1catIon f~r bulld1ng permit for the proposed work 4 I plan to provide portions of the work, bu have h1red)t1e following person to coordinate, supervise and provide the rnaJor work (include name/ address/ phone/ contractors' license number) '/ ~ 5 I will provide some of the work, but I ye c t ( red)the fo'low1ng persons to provide the work ind!Cated (include name/ address/ phop,e / type of work) / I OWNER SIGNATURE: _ _r,_.t,' :.!L:+.,;:+,t4'-__\.----------KIAGENT I DATE: _61-3_0!_2_0 __ t CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code) Lender's Name: _____________________ Lender's Address: ____________________ _ ONLY COMPLETE HIE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program tmder Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ Yes □ No Is ttie applicant or future building occupant required to obtain a permit from the air po:lution control district or air quality management district? 0 Yes O No Is ttie facility ~o be constructed within 1,000 feet of the outer boundary of a school site? n Yes □ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR 15 MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the p!ans is accurate, I agree to comply with all City ordinances and State laws relating to building constructio'l. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for 1n~pection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND Kt[P HARMLESS THE Cr'"Y OF CARLSBAD AGAINST ALL LIABIUTl~S, JUDGMENTS, COSTS AND EXPENSES WHICH MAY 'N ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit.ls required for excavations over5'0' deep and demolition or construction of structure~ over 3 stories in height EXPIRATION; Every permit issued tlythe Building Offlcii under the '-'.. ions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is riot commenced within 180 days f~P, l~date l permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 18□_.~8' -~ef1..1on} .-;i Un/orm Bu1ldmgCode). Y. /0 6/30/20 APPLICANT SIGNATURE: / DATE: _______ _ I 1635 Faraday Ave Carlsbad, cA 92008 B-1 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 06118 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2020-1499) Permit Type: BLDG-Residential Work Class: P/M/E Status: Closed -Finaled Application Date: 07/07/2020 Owner: LENNAR HOMES OF CALIFORNIA INC Issue Date: 08/12/2020 Subdivision: Expiration Date: 08/12/2021 Address: 1855 ARTMESIA IVR Number: 27291 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date 05/20/2022 05/20/2022 BLDG-Final Inspection 183241-2022 Monday, May 23, 2022 Checklist Item BLDG-Structural Final BLDG-Electrical Final COMMENTS Status Passed Tony Alvarado Passed Yes Yes Complete Page 1 of 1 DATE: 7-20-20 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2020-1499 ✓• EsG1I A SAFEbu1lt Company SET: I PROJECT ADDRESS: 1855 Artemisia Court PROJECT NAME: Lennar Homes Site lighting/Future EV's □ APPLICANT □ JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicant's copy of the check list has been sent to: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone Fax 0 REMARKS: By: Scott Humphrey EsGil Telephone#: (b~\ ) Email: ~~~son Enclosures: 7-9-20 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Scott Humphrey PLAN CHECK#.: CBR2020-1499 DATE: 7-20-20 BUILDING ADDRESS: 1855 Artemisia Court BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Junsdiction Code #N/A 1997 UBC Buildin g Permit Fee • I 1997 UBC Plan Check. Fee • Type of Review: r Complete Review Reg. VALUE Mod. r Structural Only I Repetitive Fee 1 ;;;~ Repeats ~ Other 1 Hourly EsGil Fee r ~Hrs.@• Comments: In addition to the above fee, an additional fee of$ $ /hr.) for the CalGreen review. ($) is due ( hour@ Sheet of > w w "' :::J f-:::J "- oil (!) z i= I (!) ::i w t: U) O'> <( ~ O'> --~ (/) Cu CJ) ,.-LLJOCw I :i!;l::,l) 0 1-<no: N 0::«:Ul o<t.=~ &! io~c:5 CO ioz"' u ~R3 0 0) N 0 0) N ~ -N ..---~ -co I 0 N 0 N ~ al 0 0 CD 0 '<t ..---> w 0 Restrictive Notice: A TRU'.',ffr. •7 1\RH~ER IN INNOVhTi(JN. QU/1.L.ITY /~ SE.RVIC'.: STRUCTURAL CALCULATIONS (A 123 Unit Residential Development) Treviso for Private Street Lights 12'-0" HIGH LIGHT POLE FOOTING Carlsbad, County of San Diego, CA CT 14-10/ROW 2017-0800/DWG 507-2B Gouvis Job No.: 6495 I I 0/04/2019 Developer: Lennar Homes of California Architect KTGY Group, Inc. These designs, calculations, and specifications are the exclusive property of Gouvis Engineering Consulting Group. They are the subject of copyright and other legal protection. They may be used only by their intended recipient and only for che project depicted herein. No part of these calculations are to be copied, transferred, reproduced, nor can they be used, in whole or in pare, by any ocher person or for any other project or structure, without the prior express written consent of Gouvis Engineering Consulting Group. © 2017 Gouvis Engineering Consulting Group Inc. -All Rights Reserved 949.752.1612 15 Studebaker Irvine, CA 92618 Huan Nguyen, Director C64238 Exp. Date 6/30/2019 The attached calculations are valid only when bearing original or electronic signature of Huan Nguyen, Hereon. www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam G GOUVIS ~. _ .. -· :,; ' .-·· 9 " , 0-~\ -! +~ ~i ' I "'•,•~~; " i ' ~ ., q> 0 " < \\" • • '<-C a ' "'¾ 20"0 SHEET: JOB NO.: 64951 (TREVISO) DATE: CLIENT: MAXWT=40# 0 0 0 ' E~ ~ (2) , ' ,. CONDUIT AS ~ REQUIRED k:./ ©/..,, ' _,,_ 1. 2. 3. 4. 5. 6. 7. 8. 06/05/2019 LENNAR HOMES CIRCULAR LIGHT POLE FOOTING WI i~ #4 VERT. BARS EQUALLY SP ED AROUND FOOTING PERIMETER BASE COVER DETAIL PER POLE MANUFACTURER SELECTED BY OTHERS (3)#3 TIES AT FIRST 6". #3 TIES@ 12'' O.C. MAX. SUBGRADE PREPARATION PER SOILS REPORT. ANCHOR BOLT PER MANUF 4"SQ. STREET LIGHTING POST & CONN. TO BASEPLATE PER MANUF. SELECTED BY OTHERS. MAX LIGHT POLE WEIGHT= 150# LIGHT POLE FIXTURE BY OTHER MAX WEIGHT= 40# NOTE: CONTRACTOR TO VERIFY FOOTING SIZE WITH LIGHT POLE BASE PLATE ANCHOR BOLT ARRANGEMENT. ENLARGE FOOTING AS NEEDED TO MEET MIN_ VERTICAL REBAR EDGE DISTANCE REQUIREMENT VERIFY LIGHT POLE AND FIXTURE WEIGHT WITH MANUF. SPEC. LIGHT POLE FOOTING DETAIL GOUVIS consulting group, inc. PROJECT NO: PROJECT NAME: CLIENT NAME: DESCRIPTION: 64951 Treviso Lennar Homes of California 12'-0" HIGH LIGHT POLE GENERAL NOTES & SPECIFICATIONS: 1 ALL DESIGN IS PER 2016 CBC Date 6/5/2019 2 FOOTING SHALL BEAR AGAINST FIRM, NATURAL UNDISTURBED SOIL OR CERTIFIED COMPACTED FILL 3 REINFORCING SHALL BE DEFORMED BARS PER ASTM A-615. #3 BARS MAY BE GRADE 40 AND LARGER BARS SHALL BE GRADE 60 DESIGN LOAD: WIND SPEED= WIND EXPOSURE= LIGHT POLE WEIGHT= ASSUMED FIXTURE WEIGHT= SOILS REPORT: SOILS ENGINEER= REPORT#= SOILS REPORT DATE= PASSIVE PRESSURE = SOIL BEARING PRESSURE= 110 MPH C 150 LBS 40 LBS Group Delta Consultants, Inc. SD412 11/20/2014 300 psf 2000 psf PER SECTION 1806.3.4, passive pressure can be increased due to short term load CALCULATION: WIND LOAD= POLE SURFACE WIDTH= SURFACE WIND PRESSURE= SEISMIC: sds * W/ (R/I) Sds = 0.79 R= 1.5 26.45 psf (FROM 0-30 FEET) 4 11.02 plf W = 200 lbs (WEIGHT OF POLE+ FIXTURE) V= 105.3333 GOUVIS ENGINEERING 4400 CAMPUS DRIVE NEWPORT BEACH CA 92870 949-752-1612 Pole Footing Embedded in Soil I • I II I ' Description · 12'·0" high light pole footing Code References Calculations per IBC 20151807.3, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information Pole Footing Shape Pole Footing Diameter. Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive .. Max Passive. Controlling Values Governing Load Combination. E Only* 0.70 Lateral Load Moment NO Ground SJrface Restraint Pressures at 113 Depth Actual Allowable I Minimum Required Depth Footing Base Area Maximum Soil Pressure Applied Loads Circular 20.0 in 300.0 pcf 1,500.0 psf 0.0770 k 0.9240 k-ft 255.670 psf 257.266 psf 2.625 ft 2.182W2 0.0 ksf Project Title: Engineer: Project ID: Project Oescr: ,·1,1•,tec , ·1\ 2C12 · :-,,rv· File= C:\Users\DTA_N_U_W--1_\D_0_C_UM-E---1\E-NERCA-1\QUlCK CALC.ec6 . Point Load D1stnbuted load Software copyright ENERCALC, INC. 1983-2018, Build:10.18.12.13 • • So11 Surface No lateral res~t;a1nt s ..; ·N Lateral Concentrated Load (kl lateral Distributed Loads (kif) Vertical Load (k) 0.0 k D · Dead load 0.0 k Lr : Roof Live 0.0 k L Live 0.0 k S: Snow 0.0 k W Wind 0.0 k E Earthquake 0.110 k H Lateral Earth 0.0 k Load distance above ground surface 12.0 ft Load Combination Results load Combination ->-0.60W E Only' 0.70 ->-0.450W E Only' 0.5250 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0110 0.0 0.0 0.0 0.0 0.0 TOP of Load above ground surface 12.0 0.0 BOTTOM of Load above ground surface 0.0 0.0 Forces@ Ground Surface Loads-(k) Moments-(ft-k) 0.000 0.000 0.079 0.475 0.077 0.924 0.059 0.356 0.058 0.693 0.0 k/ft 0.0 klft 0.0 k 0.0 klft 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 klft 0.0 k 0.0 ft 0.0 ft Required Pressure at 113 Depth Soil Increase Depth-(ft) Actual • (psf) Allolll -(psf) Factor 0.13 0.0 0.0 1.000 2.25 212.2 213.2 1.000 2.63 255.7 257.3 1.000 2.00 190.9 192.3 1.000 2.38 230.5 232.8 1.000 LIGHTING FIXTURE LEGEND -Q- ~ HSS CANDELA LED WALL LIGHT CONTROLLED BY ASTRONOMICAL TIME CLOCK -TYPICAL LOCATION 3000' K LAMP LED WALL LIGHT CONTROLLED BY ASTRONOMICAL TIME CLOCK -NON -TYPICAL LOCATION REFER TO SITE PLAN FOR EXACT LOCATION 3000° K LAMP 53W LED POLE LIGHT (TYPE II) 12FT POLE USA# DSTPB 1-VLED-ll-48-350mA-WW-240-XWB-1-••-HSS POLE# RNTS-124-.. 3000' K LAMP 53W LED POLE LIGHT (TYPE Ill) 12FT POLE USA# DSTPB 1-VLED-I ll-48-350mA-WW-240-XWB-1-.. -HSS POLE# RNTS-124-.. 3000' K LAMP 53W LED POLE LIGHT (TYPE IV) 12FT POLE USA# DSTPB1-VLED-IV-48-350mA-WW-240-XWB-1-••-HSS POLE# RNTS-124-.. 3000° K LAMP HOUSE SIDE SHIELD PER PLAN ELECTRICAL SITE PLAN ----ENGINEERING-SHEET NUMBER: 1 HcoapoaATllD LIGHTING DESIGN I ELECTRICAL ENGINEERING 27201 Calle Juanita Dana Point, CA 92624 Ph. 949.201.1333 candelaengineering.com ES1 .1 PROJ#: X8-108 HEIGHT !iPECIFICA TION!i !iHAFT: 4' DIAMETER. FABRICATED FROM HIGH GRADE STRUCTURAL STEEL TUBE. SHAFT CONFORMS TO ASTM-A-50I-GB SPECIF ICATIONS. MEETS OR EXCEEDS M INIMUM Y IELD STRENGTH OF 46.000 P .S.I. WALL THICKNESS II GA. [.120 WALL)DR 7 GA. [.180 WALL) AS SPECIF IED. REI NFORC ED HAND H OLE 15 F UR N IS H ED WITH [OVER. SHAFT 15 FURNISHED WITH GROUND LUG LOCATED INSIDE POLE ON WALL OPP OSITE HANO HOLE. BA!iE PLATE: FABRICATED F ROM STRUCTURAL DUALITY HOT R OLLED STEEL . MEETS DR EXCEEDS MINIMUM Y IELD STRENGTH OF 36.000 P.5.1. BASE TEL ESCOPES AND IS [IR[UMFERENTIALL Y WELDED TO POLE S HAFT. SLO TTED BDL T H OLES PROVIDE 1" FLEXIB IL ITY ON EI THER SI DE OF BDL T CIRCLE CENTERLINE. ANCHORAGE: [4) ANCHOR B □L TS FABRICATED FROM H OT ROLLED STEEL BAR. M INIMUM YI ELD STREN5TH OF S D.ODO P .5 .1. SOL TS HAVE "L " BENO ON ONE ENO ANO A RE THREADED ON THE OTHER ENO. B OLTS ARE F ULLY GALVANI ZED ANO A RE FUR N IS HED WITH TWO NUTS ANO TWO WASHERS. BA.!iE COVER: F AB RICATED FROM H EA VY 5AU5E DUALI TY CARBON STEEL . TWO PIECE COVER CONCEALS BASE. Fll\ll!iH: POLY ESTER POWDER COAT. THE \1IETAL SURFACE 15 PRETREATED BY SANO BLAST PROCESS FOR MAXIMUM PAINT ADHESION. ELE[TROST A TICALL Y APPLIED POL VESTER POWDER TOPCOAT IS BAKED AT 4 □□• TEMPERATURE FOR MAXIMUM HARDNESS AND EXTERIOR DURABILITY. U.S. ARCHITECTURAL LIGHTING 660 WEST AVENUE 0. PALMDALE. CA 93551 (661) 233-2000 FM NO (661) 233-2001 www.usal tg.com F1-11 ~v ~, 02 ' I ENGINEERING □AT A Maximum EPA• Square Feet Catalog Maximum 100 MPH 90MPH 80 MPH I '" MPH I Number Fixt. wgt. RNTS 104-11 225 12.0 14.7 17.8 20.9 RNTS 124-11 165 9.3 11.7 14.5 17.2 RNTS 144-11 135 7.5 9.0 10.8 11.9 RNTS 164-11 110 5.8 7.2 9.3 11.2 RNTS 184-11 100 4.6 5.8 7.5 9.0 RNTS 204-11 100 3.6 4.4 6.0 7.2 RNTS 204-7 135 6.8 10.2 14.8 18.6 RNTS 244-7 110 3.2 5.8 8.9 13.1 L_ R N T s All above design calculations are based on sustained wind forces plus additional 1.3 wind gust [Example, Pole rated at 80 MPH withstands 104 MPH gusts) POLES MOUNTING POLE WALL BOLT ANCHORAGE 0 2 3/8"X4" TENON HEIGHT THICKNESS CIRCLE PT23 0 104-11 10' 11 9• 3/4 'X 18'X3' 0 2 7/8"X4" TENON 0 1 4-1 12' 11 9 3/ ·x1s· 3 PT27 0 144-11 14' 11 9' 3/4'X18'X3' 0 164-11 16' 11 9' 3/4 'X18'X3' □OTHER TENON MT __ 0 184-11 18' 11 9• 3/4'X24"X3' 0 204-11 20' 11 10" 3/4'X24"X3' DRILL MOUNT 0 204-7 20' 7 10' 3/4'X30"X3' 01 ............. 0 3-90 ....... 0 244-7 24' 7 11· 3/4'X30"X3' 0 4-90 ... + 0 2-180 .. --- 02-90 .. '-O 3-120 .. y 2-90, 3-90, 4-90 3-120 REQUIRES REQUIRES PT27 PT27 AND AND T490 T3120 ADAPTER ADAPTER HEIGHT FINISH STANDARD TEXTURED FINISH 0 BLACK RAL-9005-T 0 WHITE RAL-9003-T 0 GREY RAL·7004·T 0 DRKBRONZE RAL-8019-T 0 GREEN RAL-6005-T OPTION: 0 PRIME PAINT pp 0 GALVANIZED GLV 0 THERMOSET POLYESTER POWDER PDR FOR SMOOTH FINISH REMOVE SUFFIX ~ (EXAMPLE· RAL-9500) HAND 18" HOLE 1 t~l 13" • II" DIA. BOLT CIRCLE SOLT PRO.JECTION ABOVE GRADE MINIMUM ......... 3¼" MAXIMUM ........ 3'1/." OPTIONS 0 DUPLEX RECEPTACLE DUP 0 GFI RECEPTACLE GFI 0 3 WAY ADAPTER T3120 0 4 WAY ADAPTER T490 0 ROUND BASE COVER ABC 0 1/2" COUPLING CPLN1/2 0 3/4" COUPLING CPLN3/4 0 2" COUPLING CPLN2 (SPECIFY COUPLING LOCATION) SEE ACCESSORIES SECTION FOR OTHER OPTIONS