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HomeMy WebLinkAboutAUTO CENTER DRIVE 31400_14-00002759 CITY 0E i/�c�. lW L J<:h - nl� ', LSI 10B,L BUILDING & SAFETY DREAM. EXTREME TM 130 South Main Street PERMIT PERMIT NO: 14-00002759 DATE : 10 16 14 JOB ADDRESS . . . . . 31400 AUTO CENTER DRIVE DESCRIPTION OF WORK SIGN OWNER CONTRACTOR GREGORY, ROBERT C CERTIFIED SIGN P .O. BOX 45 SUN CITY CA 92586 951-928-2484 LIC EXP 0/00/00 A. P. # . . . . . 363-550-001 3 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 15 , 000 ZONE . . . . . . NA ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 8 . 00 X 21 . 0000 SIGNS 168 . 00 X 4 . 2500 SIGN BRANCH CIRCUIT SIGN PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45 . 00 8 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 40 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES ELECTRICAL PERMIT 198 . 00 . 00 198 . 00 SIGN PERMIT 85 . 00 . 00 85 . 00 OTHER FEES PROF.DEV. FEE 2 TRADES 10 . 00 . 00 10 . 00 PLANNING REVIEW FEE 17 . 00 . 00 17 . 00 PLAN RETENTION FEE 4 . 16 . 00 4 . 16 SEISMIC OTHER 1 . 95 . 00 1 . 95 GREEN BUILDING FEE 1 1 . 00 . 00 1 . 00 PLAN CHECK FEES 55 . 25 . 00 55 . 25 TOTAL 372 . 36 . 00 372 . 36 SPECIAL NOTES & CONDITIONS FREEWAY SIGN, MONUMENT SIGN, TOWER ELEMENT AND 6 WALL SIGNS D 5 N`)P leIT a .;:J I_ City of Lake Elsinore Please read and initial Building Safety Division I am Licensed under the provisions of Business and professional Code Sectic.>i 7000 eC eq. and my license is in full force. Post in conspicuous place ____2.l,as owner of the property,or my employees w/wages as their sole compensation will do the work on the job and the structure is not intended or offered for sale. 3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job or a certified copy thereof at all times: 5.I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you most forthwith comply with such provisions or this permit shall be deemed revoked. ELO 1 Temporary Electric Service PLO Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings l� BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO Underground Water Pipe SSOI Rough Septic System SWO 1 10n Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 I Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring !J yl EL05.Rough Electric/ T-Bar ME01 Rough Mechanical ME02 IDucts,Ventilating — PL04 Rough Gas Pipe/Test PL02 Roof Drains BPIO Framing&Flashing BP 12 Insulation BP 13 Drywall Nailing BPI 1 Lathing&Siding PL99 Final Plumbing _ EL99 Final Electrical 12 ME99 Final Mechanical --- BP99 lFinal Building cL 3 l Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES SPO1 Electric Conduit UG Department Approval required prior to the SP02 UG Gas Piping building being released by the City SP03 Pool Steel Rein./Fonns _ — SP04 Pool Plmb./Pressure Test _ Date Inspector vY SP05 Pre-Gunite Approval _ _ Planning SP06 Rough Pool Electric _ Landscape _ SP07 Pool Pence/Gates/Alarms Finance SP08 Pre-Plaster Approval Engineering SP99 Final Pool/Spa � _,T CITY OF L � � � � _W_ t O ICE DREAM EXT R E M E TM 130 South Main Street AP PI A'ION� C. APPLICATION FOR PERMIT APPLICATION DAT Aft, ELECTRICAL/PLUMBING /MECHANICAL J03 B L�ADD! F or r ( I hereby certify that I have read this application and state that the Of) above information is correct.1 agree to comply with all city and county TRACT BLOCK/PAGE LOT/PARCEL ordinances and state laws relating to building construction,and hereby authorize representatives of this city to enter upon the above-mentioned O AME - pro r�for inspect io rp es. WV vj N MAILING, �- �� E ADDRESS3I(4U) _ (� R �ITY \ ST /ZIP Signature of Applicant or Agent Date 101 ere y affirm that I am licensed under the provisions of Chapter 9(commencing C with Section 7000)of Division 3 of the Business and Professions Code,and my rcle one) O license is in full force and effectegg- AGENT FOR: ONTRAC � OWNER N LICENSE# < CITY BUSINESS �-�y-� � T AND CLASS ( TAX# AGENTS NAMF ` LL/J� K NA e A _I_ AGENTS ADDRESS Z03 Ito U C MAILI <� � q �street rt state z, p T ADDRESS V1/�Il,�OU�Y O Y'LVJ STA Z LIONE CO TR CTO 'S SIG URE ELECTRICAL Quan PLUMBING Quart ECHANICAL Quart New Res.Multi Family/SQ.FT. IFixture or Trap F.A.U./Furnace/Ducts/Vents New Res.Single Family/SQ.FT. IBuilding Sewer F.A.U./Furnace/Misc./> 100000 Pool Electric System,Private Rain Water System per Drain Floor Furnace/Vent Switches/ 1st 20 Private Septic System Unit Heater/Wall Heater Switches/Over 20 Water Heater/Vent jlnstall/Relocate/Replace Vent Receptacle Outlet/ Ist 20 Gas Piping System 1 -4 Outlets Ventilating Fan Receptacle Outlet/Over 20 Gas Piping 5 or More Outlets Evaporative Cooler Lighting Fixtures/ 1st 20 IDishwasher Ventilating System Lighting Fixtures/Over 20 ISolar Tank Exaust Hood Residential Fixed Appliance/Outlet ISolar Collector per Panel Fireplace Non-Residential Appliance/Outlet Grease Trap/(Interceptor) Commercial Incinerator 100-200 Amp Service<600V Install,Alter or Repair System Air Handler> 10000 CFM 200- 1000 Amp Service<600V Lawn Sprinkler System Air Handler< 10000 CFM Misc.Apparatus,Conduits,Etc. Backflow Device Smaller than 2" Fire Dampers Signs Backflow Device Larger than 2" lRegisters Sign Branch Circuit Floor Drain lCompressor/Heatpump-3 H.P. Busways/EA 100 FT Floor Sink Compressor/Heatpump 3- 15 H.P. Temporary Power Service Water Service Compressor/Heatpump 15-30 H.P. Temporary Power Distribution System Alter or Repair Drain or Vent Compressor/Heatpump 30-50 H.P. Motors/Transformers Fire Sprinklers per Building Repair/Alter Misc.HVAC Motors up to 1 H.P. Swimming Pool Compressor/Heatpump Over 50 H.P. Motors/Transformers 1 - 10 H.P. ISwimming Pool/Public Motors/Transformers 10-50 H.P. Swimming Pool/Private Motors/Transformers 50- 100 H.P. Water Heater/Vent Motors/Transformers> 100 1I.P. Replace Piping Replace Filter Misc.Replace Gas Piping CITY OF LAKE ELSINORE Bl►ILD!NG AND SAFETY DIVISION Date: NOTICE ❑ Stop Work LJ Correct Work Job Address -3` *�C, A C4 na Permit Number ✓� ® :2 ®4-TS C-6 c c i P®LrL<`,,6,ti -'r0G� crlc Division Inspector °��� 71-26893 1 Lake Elsinore CDJR 1 31400 Auto Center Dr. I Lake Elsinore,CA 92530 Completed: May 16,2014 Revision(5): August 5,2014 CH 12YSLER RAM c) m cs E=— Jeep U ---------NONE= ................. ................... Lake Elsinore ID iu ml .......................... .................. CODE RESEARCH II ......................................................................... INVENITQ-R51 l III .................................. ............... INVENTORY/RECOMMEND/. . x IV ..........................................................RECOMMENDED 51G`N DETAIL City of Lake Elsinore Planning Division Approval �. Approved By. willr , Date: priincipLe h*� _w L \)A-(, e- r�fo 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 CH RVS LER ®®G� Jeep ' RAM si `�' - I fix„ r UN 4;7 S i , ti �Br rlt d ��Vk r. ti 'xr a @ t �. � s Y A � 5 4 INVENTORY RECOMMENDATION E-01 Custom 1'-6"x 3'-0"Directional LS Directional Leave Sign E-02 Custom 1'-6"x 3'-0"Directional LS Directional Leave Sign E-03 Custom 3'-4"x 5-0"Directional LS Directional Leave Sign E-04 Competitor Pylon RR Pylon 9 Series 10'x 15'Brand Sign at 35'OAH E-05 Custom Monument Base j RR Monument 7 Series 8'x 12'Monument at 13'OAH N-01 No Existing Sign New Wall Sign 12 Series Chrysler,Dodge,Jeep,Ram Badges,24"DNL N-02 No Existing Sign New Wall Sign 46"SP Configuration `f RO-Remove only l5-Leave Sign RL-Relocate_ RR-Remove/Replace RTF-Retro_fi# RF-Reface 3 71-26893 1 Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 CH RVS LER ���` ®C)l d3 G E Jeep -------------- ------------- --------- E-01 E-Q2 SERVICE , P RTS: SERVICE Bfl1�Y`:$HO PARTS 4 BODY SHOP s z Dealer to reface. Dealer to reface. E-03 - - - - �a S Dealer to reface. I i I 4 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. I Lake Elsinore,CA 92530 CH RYS LER ®®®faE RAM z � � �� " .._ ,. j Sign Text/Description Competitor Pylon Height Width Depth N/A N/A N/A Letter Height Height Off Ground � r N/A N/A C j Face Material Sign Material Z N/A N/A a Visible Opening Retainer Size ,M 7� N/A N/A . Surface Material Surface Color .z <.. � N/A N/A <. Illuminated Illumination Type __ Inventory Comments N/A N/A Photo represents existing site conditions. Double Face Mount Yes Double Pole Recommended Action Remove-Replace CHRYS LER cac3IDC Jeep Recommended Sign RAM i 9 Series 10'x 15' Brand Sign ® at 35'-0" OAH m Z + Wall Repair Action v ; N/A Recommendation Comments Principle to remove existing sign.Dealer to ensure existing electrical for ground sign meets current NEC standards and provides a 20-amp dedicated circuit. Principle will replace existing pylon and make final electrical connection. _ 5 71-26893 Lake Elsinore CDJR 31400 Auto Center Dr. I Lake Elsinore,CA 92530 ;` 4-1 cHays�.Erx C3®®�iE _ RAM ?'�. �-4# �t;xi� ��"''.1111, ;-1- ep Sign Text/Description Custom Monument Base Height Width Depth x 15'-6" 15'-8" 10 1/a Letter Height Height Off Ground N/A N/A v G ! Face Material Sign Material , s i ry M Z N/A N/A Visible Opening Retainer Size N/A N/A Surface Material Surface Color iFY�$ N/A N/A �M Illuminated Illumination Type - _ _-_-_ --_-- Inventory Comments N/A N/A Photo represents existing site conditions. Double Face Mount N/A Monument - Recommended Action Remove-Replace iCH`RVSLEI2 Recommended Sign M P1 7 Series 8'x 12' Monument at 13'-0"OAH Jeep Z Wall Repair Action N/A Z Recommendation Comments Principle to remove existing sign.Dealer to ensure existing electrical for ground sign meets current NEC standards and provides a 20-amp dedicated circuit. Principle will replace existing Monument and make final electrical connection. i 6 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 ci+rxvs�Ex �� a g -- CyO®ca� ' RAM 4 �9 .w - - Sign Text/Description No Existing Sign i Height Width Depth N/A N/A N/A Letter Height Height Off Ground ' N/A N/A 's Z G Face Material Sign Material ti i f ' Z N/A N/A � s � ® Visible Opening Retainer Size 'C N/A N/A Surface Material Surface Color � ' Illuminated Illumination Type Inventory Comments j N/A N/A Photo represents existing site conditions. i Double Face Mount N/A N/A _ - _. _ _ �____ Recommended Action New Sign Lake Elsinore Recommended Sign 6���"`;������ �'��r..� w �� m 12 Series Chrysler Badge �T 12 Series Dodge Badge 12 Series Jeep Badge 12 Series Ram Badge m 24' Dealer Name Letters Z Wall Repair Action z � � Dealer responsible for painting building Benjamin Moore r �� Pelican Gray 1612. Recommendation Comments Dealer to provide a minimum 3/4"plywood backing behind signs and primary electrical at point of installation. Dealer to provide a minimum 2'x2'access panel at each sign location.Principle will install new Dealer Name Letters,Chrysler,Dodge,Jeep,and Ram Badges,and make final electrical connection. 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. I Lake Elsinore,CA 92530 criays�Ert ®�G� RAM �r ' b Sign Text/Description 4 � l No Existing Sign Height Width Depth N/A N/A N/A Letter Height Height Off Ground ; 31400 N/A N/A Z 1 e ! Face Material Sign Material Z N/A N/A 1 Visible Opening Retainer Size I1' Ill�flll Surface Material Surface Color Stucco/Dryvit N/A Illuminated Illumination Type -- - -- - Inventory Comments N/A N/A Photo represents existing site conditions. Double Face Mount N/A N/A Recommended Action �� " gg3s r New Sign t � I i arse, Seir ice m Recommended Sign u 46 SP Configuration f'1 i IR1 Wall Repair Action Dealer responsible for painting building Benjamin Moore ® Pelican Gray 1612. Z Recommendation Comments j Dealer to provide a minimum 3/4"plywood backing behind signs and primary electrical at point of installation. Dealer to provide a minimum 2'x2'access panel at each sign location.Principle will install a new SP Configuration and make final electrical connection. 71-26893 1 Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 cHrz t-Eri ®®CAGEJeepRAM zaw � y F S �9'-9" 24'-0+' 9`9 1!101/4'--T—I 11'-11" 12'-0" 11'-11" 12--0 11'-11' 20'-23/$" 13'-1�'/' 8'-531$" 7 '-1 '/4" 12!= 1&-11/4 " - - -12 — -- Lake Elsinore ON WIA -,� sz ®, i 4a Y � i Wall signs to be centered and equally spaced in available area. Mullions and other wall accents to be painted black. Building to be painted Pelican Gray. Available wall area to be verified in field prior to installation. 9 71-26893 1 Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 crir:vs�Ers C3C�C3Go� Jeep A � IIV s y � a7 � Ih Service O h N 1 Im" 1I . .._ Mopar sign to be centered above drive-through area. Mullions and other wall accents to be painted black. Building to be painted Pelican Gray. Available wall area to be verified in field prior to installation. 10 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 CH RYS LER x�"f Jeep 17, RAM �� BRAND SIGN at 35' OAH Square Footage 3'-O 158.58 ftZ __-_—_— —_--- Manufacturing Details Painted aluminum exterior construction with chrome accents on cladding. Clear acrylic logos pushed thru cabinet face with 1 st 2'-4" 10'-5 13/16" surface decoration vinyl/color digital print. 2 Electrical Requirements Fluorescent internal illumination (12)F120/T12/Coolwhite/High Ouput Lamps -- - _ --- 3'-3 3/4" (3)Transco Ballast TRA-14-1040EP at 2.6 amps each LED external halo illumination F— (248)Agilight White Tuffrayz (3)Advance Xitanium Power Supply LED-1 20A-001 2V-50F at 0.63 amps each Total Load:9.69 amps at 120 V 15'-1 /2" _ (1)20 amp Circuit Required Elt Colors Jeep Chrysler Badge:Black Process Black 4 1/2" Blue PMS 287 Silver ] RAM Dodg a Bad e: Red PMS 485 g White Silver Jeep Badge: Green ME= PMS 371 L --- 8'-101/2" ---- W h ite 3 T-0" Silver Ram Badge: Black Process Black Silver 11 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 G H R Y S L E R ®C) Jeep II MONUMENT • l Square Footage 103.64 ft2 Manufacturing Details '= Painted aluminum exterior construction with chrome accents on cladding. Clear acrylic logos pushed thru cabinet face with 1 st 2'-6' 1'-2 3/8" surface decoration vinyl/color digital print. L� Electrical Requirements Fluorescent internal illumination (10)F96/T12/Coolwhite/High Ouput Lamps (2)Transco Ballast TRA-26-1048EP at 2.6 amps each 2'-0 8'-5 7/8" LED external halo illumination 2" (200)Agilight White Tuffrayz -- 7 0 — --- (2)Advance Xitanium Power Supply LED-1 20A-001 2V-50F at 0.63 amps each C H R Y S L E M Total Load:6.46 amps at 120 V — 2'-7 5/8" (1)20 amp Circuit Required ' Colors Chrysler Badge:Black Process Black Blue PMS 287 12'-2/z" Silver Dodge Badge: Red PMS 485 13'-0" 4 White Silver Jeep Jeep Badge: Green NIM PMS 371 White Silver Ram Badge: Black Process Black R� Silver 7V 9'/2' 12 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 c H n L_I=-.M ®O Jeep 12 SERIES CHRYSLER I WA/GE --------- ------------------------- 8 1/8 281/4" I 12 7/8" I -------- _... --- ---------------— 12'4' ------ -- - — ' 12 SERIES CHRYSLER BADGE 12 SERIES CHRYSLER LETTERS Square Footage Square Footage 12.87 ftz 7.71 ft2 Manufacturing Details Manufacturing Details 5"deep aluminum cabinets,silver returns 3"deep aluminum cabinets,black returns Formed.118 White Mustang w/1 st surface digital print White acrylic faces w/1 st surface black perforated vinyl leaving 1/8"white perimeter Illumination LED internal illumination,Ventex VenBrite VL-W100 (2)VLP 100-120 LED Driver-1.0 Amps TOTAL Colors Colors Black ® Process Black Black Process Black Blue PMS 287 Silver 13 71-26893 Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 0 al CH RVS LER ®®®C7EJeep RAM xs0,12 '° � a I I 12 SERIES DODGE WALL BADGE 12'_0 i 15" I C3 Em 12 SERIES DODGE Square Footage 15.0 ftz Manufacturing Details 5"deep aluminum cabinets,silver returns White acrylic faces w/1 st surface red vinyl leaving 1/8"white perimeter LED internal illumination,Ventex Venl3rite VL-W100 (1)VLP100-120 LED Driver-0.50 Amps Colors Red PMS 485 White Silver 14 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 CH RYS LER ®®®GE=- Jeep 2 SERIES JEEP WALLBADGE -- - - — 8'-5 3/8" - --- 33 1/2" 40 7/8" ------ Jee PCR) 12 SERIES JEEP Square Footage 28.73 ftz Manufacturing Details 5"deep aluminum cabinets,silver returns White acrylic faces w/1 st surface green vinyl leaving 1/8"white perimeter LED internal illumination,Ventex VenBrite VL-W100 (1)VLP100-120 LED Driver-0.50 Amps Colors Green NO= PMS 371 White Silver 15 71-26893 1 Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 cNrxvs� Ea ®0c3c-=E Jeep 12 SERIES RAM WALLOADGE F - — 12'-0" - --- ---- 2'-10 7/8 - 8-4 3/4' ORA y y 12 SERIES RAM BADGE 12 SERIES RAM LETTERS Square Footage Square Footage 10 ftz 10.5 ftz Manufacturing Details Manufacturing Details 5"deep aluminum cabinets,black returns 5"deep aluminum cabinets,black returns Formed prismatic acrylic face w/1 st surface mirror finish White acrylic faces w/1 st surface black perforated vinyl &2nd surface vinyl details leaving 1/8"white perimeter Illumination LED internal illumination,Ventex VenBrite VL-W100 (2)VLP100-120 LED Driver-0.50 Amps Colors Colors Black ® Process Black Black ® Process Black 16 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 w , Jeep CH RYS LER ®®��� RAM \ 1 I DEALER NAME LETTERS --------------------------------- BlackTrimcap - Black Day/NightVinyl- Black Returns --------------------------- 24L L ke E I i ore 1 20 2 3/8" 24" LETTERSET Square Footage 41.2 ft2 Usage Chrysler and Jeep Only Dealerships Any combination of Chrysler,Dodge,Jeep and Ram Description Construction:Channel Letters w/Plex.Face Color:Black Black Returns Electrical LED Illumination 17 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 crirzvs�Erz C C3mc-=E ti N 28'-0" CHRYSLER TOWER 24'-0" - 2'-6" - _ k 10'-0" 24 L a m.. . t i S i n o r e �' ........... i 28'-0" 18'-0" Y I, I F 8 i 6-0" L-- 12'-0'I 28'-0"x 24'-0"Tower One(1)Adder Panel 18 71-26893 ( Lake Elsinore CDJR 31400 Auto Center Dr. Lake Elsinore,CA 92530 CH RVS LER QO®G� RAM 011— a A II Jeep SERVICE 15'-8" — -- - 46 M' Se rvice R,"' 77 N10PAR. -- - ----- - - _- _.__ - --" 46"MOPAR SQUARE 36" SERVICE PANEL Square Footage Square Footage 14.69 ft' 36.0 ft2 Manufacturing Details Manufacturing Details Painted aluminum sign cabinet Painted aluminum sign cabinet Halo lighted clear acrylic logos with 1 st surface Acrylic sign face w/1 st surface applied vinyl decoration pushed through painted vinyl decoration. Letters are day/night on aluminum sign face an opaque background. Electrical Requirements Electrical Requirements Fluorescent internal illumination Fluorescent internal illumination (4)F42/T8/Daylight/Lamps (16)T8/Daylight/Lamps (1)Lighting component EESB-832-16L (1)Fullham workhorse electronic ballast Electronic Ballast Colors Colors >' Black Process Black Black Process Black Silver Blue PMS 287 Silver 19 i INSTALLATION DETAILS - (12' SERIES) CHRYSLER LETTER/BADGE i VENtE%POWER SUPPLY IN METAL ENCLOSURE SECONDARY WIRES BLACK(—) 3/8 UOUID TIGHT RED(+) ELECTRICAL CONNECTOR - PRIMARY WHITE JUMPER WHITE JUMPER oyp(+) WHITE JUMPER WHITE JUMPER SEE DETAIL—A Disconnect Switch �(—)0YP) (+)(TV) MP.) BACK OF LETTERS C H R Y S L E R WHITE JUMPER ELECTRICAL NIPPLE (—)(TYP) TYPICAL I WING 12—SERIES CHRYSLER BADGE/LETTERS (TOP VIEW) LED WIRING DIAGRAM WIRE—NUT POSITIVE O+WIRES TO BE TAPED WITH RED TAPE TO DISTINGUISH IN FIELD WHITE JUMPER(—) I WHITE JUMPER(+) WHITE JUMPER(—) I'ISTALLAT�pI/ rfJ$TRIJCli1]niS� ( 1. SECURE POUNCE PATTERN TO WALL. ELECTRICAL HOLES SHOULD LINE UP W/ FASCIA CENTERLINE. 2. DRILL HOLES PER PROVIDED POUNCE PATTERN. 3. MOUNT LETTERS TO WALL AS REQ'D BY SITE CONDITIONS (SEE CHART). INSTALL WOOD BLOCKING IF NECESSARY. 4. RUN ELECTRICAL PER LED MANUFACTURER AND TEST LIGHT SIGNS. DETAIL — A 5. INSTALLATION TO MEET ALL NEC, UL, AND LOCAL CODE REQUIREMENTS. 6. CLEAN SITE OF ALL INSTALLATION DEBRIS. *DO NOT WIRE LEDs DIRECTLY TO 120V* LEDs MUST BE WIRED THRU MAIN g6POgWER SUPPLY The following document is for design intent __ pflfij(ry''ple C Principle USA Inc. purposes only and is the intellectual property I. ---- --- — Latest ReAslon: 2060 Lakeside Centre Way of Principle USA Inc. It shall not be reproduced - Knoxville, TN 37922 and/or distributed for any purpose without prior ___ — Drawing bY:CDK Date:6-6-11 p�oopdc� L respowrittennsible approval. The manufacturer shall - ---- --- - Main: 865.692.4058 ponsible for all structural, electrical, Deaaripnoa:l2 SERIES CHRYSLER BADGE(INSTALL) Toll—free: 877.692.4058 mechanical, and foundation engineering. --- - cuaomer. CHRYSLER These documents were not produced under an www.principleglobal.com engineering services agreement. - ---- --- - CO91472 Rav Data IniHats Dascripflon of change Sht 2 of 2 Drawing: L — — — — — — — — — — — — — — — — — — — — . — — — . — — — I INSTALLATION DETAILS - (12 SERIES) DODGE BADGE i I 1/4"Threaded Rod through wall with nuts&washers inside or #12 x 3"Screws to Wood backing Min.3-4 per letter VENTE%POWER SUPPLY IN METAL ENCLOSURE {—SECONDARY 3/8 LIQUID TIGHT \WIRES ELECTRICAL CONNECTOR RED(+) \ PRIMARY WHITE JUMPER(+) WIRE—NUT TYPICAL Disconnect Switch WHITE JUMPER(+) WHITE JUMPER(—) WHIT JUMPER(—) WHITE JUMPER(+) BLACK(—) D 0 D G E OUTSIDE FACE OF EXISTING WALL I ELECTRICAL NIPPLE WHIT SEE DETAIL—A WHITE TYPICAL JUMPER(—) JUMPER(—) 12—SERIES TOP ELEVATION LED WIRING DIAGRAM I I I I WIRE—NUT� I POSMVE+WIRES TO BE - TAPED WITH RED TAPE TO DISTINGUISH IN FIELD WHIT JUMPER INS 7ALLA IIGN INS 7RUS 7701JS WHIT 1. SECURE POUNCE PATTERN TO WALL. ELECTRICAL HOLES SHOULD JUMPER(+) LINE UP W/ FASCIA CENTERLINE. DETAIL — A 2. DRILL HOLES PER PROVIDED POUNCE PATTERN. 3. MOUNT LETTERS TO WALL AS REQ'D BY SITE CONDITIONS SEE CHART). INSTALL WOOD BLOCKING IF NECESSARY. 4. RUN ELECTRICAL PER LED MANUFACTURER AND TEST LIGHT SIGNS. 5. INSTALLATION TO MEET ALL NEC, UL,AND LOCAL CODE REQUIREMENTS. S. CLEAN SITE OF ALL INSTALLATION DEBRIS. *DO NOT WIRE LEDs DIRECTLY TO 120V* LEDs MUST BE WIRED THRUMAIN POWER SUPPLY Principle USA Inc. The following document is for design intent _ ---- --- - pU0ff11C��pd@ H p purposes only and is the intellectual property 2060 Lakeside Centre Way of Principle USA Inc. It shall not be reproduced and/or distributed for any purpose without prior — ---- — Drawing by.WJS Dote:2-27-10 Knoxville, TN 37922 0 o written approval. The manufacturer shall be no RC0pdca Main: 865.692.4058 responsible for all structural, electrical, - ---' --- - Description:INSTALL-(12 SERIES)GOUGE BADGE Toll—free: 877.692.4058 mechanical, and foundation engineering. _ ____ - customer. CHRYSLER These documents were not produced under an www.principleglobal.com engineering services agreement. ---- "' CO90904 Rw Date InMiale Desedptlon of change SM 2 at 2 Dawing: i INSTALLATION DETAILS — (12 SERIES) JEEP BADGE i 1/4"Threaded Rod through wall with nuts&washers inside or #12 x 3"Screws to Wood backing Min.3-4 per letter VENTEX POWER SUPPLY IN METAL ENCLOSURE SECONDARY 3/8 LIQUID TIGHT WIRES ELECTRICAL CONNECTOR RED(+) PRIMARY WIRE—NETT WHITE JUMPER(+) TYPICAL Disconnect Switch WHITE JUMPER(—) SEE DETAIL—A WHITE JUMPER(—) W.JUMPER(—) LBIACK(—) WHITE WHITE JUMPER(+) JUMPER(+) OUTSIDE FACE OF —Z EXISTING WALL WIRING DETAIL IWIRE—NUT� I POSITIVE Q+WIRES TO BE TAPED WITH RED TAPE TO DISTINGUISH IN FIELD IWHffE JUMPER INSTALLATION INSTRUCTIONS: 1. SECURE POUNCE PATTERN TO WALL. ELECTRICAL \WHITE HOLES SHOULD LINE UP W/ FASCIA CENTERLINE. JUMPER(+) 2. DRILL HOLES PER PROVIDED POUNCE PATTERN. 3. MOUNT LETTERS TO WALL AS REQ'D BY SITE CONDITIONS (SEE CHART). INSTALL WOOD BLOCKING IF NECESSARY. DETAIL — A 4. RUN ELECTRICAL PER LED MANUFACTURER AND TEST LIGHT SIGNS. 5. INSTALLATION TO MEET ALL NEC, UL, AND LOCAL CODE REQUIREMENTS. 6. CLEAN SITE OF ALL INSTALLATION DEBRIS. *DO NOT WIRE LEDs DIRECTLY TO 120V* LEDs MUST BE WIRED THRU MAIN POWER SUPPLY The following document is for design intent _ ____ --- - Pfln i0pW Principle USA Inc. La,eet ReNelan: purposes only and is the intellectual property ___ 2060 Lakeside Centre Way of Principle USA Inc. It shall not be reproduced Knoxville, TN 37922 and/or distributed for any purpose without prior Drawing by:WJS Date:2-27-to FO)Fft�pdq respowrittennsible approval. The manufacturer shall be - ---- --- - I`-'� Main: 865.692.4058 ponsible for all structural, electrical, Descrtp+ton:INSTAl1-(12 SERIES)JEEP B+tOf,E I Toll—free: 877.692.4058 mechanical, and foundation engineering. cuetomer. CHRYSLER These documents were not produced under an www.principleglobal.com engineering services agreement. - ---- --- - C090891 Rer Date In8lale D—rlptlon of change Sht 2 of 2 Drowing: __ _ _ - _ - - - i INSTALLATION DETAILS - (12' SERIES) RAM BADGE i I 1/4"Threaded Rod through wall with nuts&washers inside or #12 x 3"Screws to Wood backing Min.3-4 per letter VENTIX POWER SUPPLY IN METAL ENCLOSURE SECONDARY WIRES 3/8 L10UID TIGHT ELECTRICAL CONNECTOR BLACK(—) WHITE JUMPER RED(+) PRIMARY (+) Disconnect Switch WHITE JUMPER(—) WHITE JUMPER(+) ------------- RAM BADGE R A M �OUTSIDE FACE OF I EXISTING WALL WHfTE JUMPER SEE DETAIL—A ELECTRICAL NIPPLE TYPICAL 12—SERIES RAM BADGE/LETTERS (TOP VIEW) LED WIRING DIAGRAM I 4.11TE RT I POSITIVE Q+WIRES TO BE TAPED WITH RED TAPE TO - DISTNGUISH IN FIELD WHITE JUMPER INSTALLATION 1NSTROCT 0151. SECURE POUNCE PATTERN TO WALL. ELECTRICAL HOLES SHOULD LINE UP W/ FASCIA CENTERLINE. JUMPER(+) DETAIL — A 2. DRILL HOLES PER PROVIDED POUNCE PATTERN. 3. MOUNT LETTERS TO WALL AS REQ'D BY SITE CONDITIONS (SEE CHART). INSTALL WOOD BLOCKING IF NECESSARY. 4. RUN ELECTRICAL PER LED MANUFACTURER AND TEST LIGHT SIGNS. 5. INSTALLATION TO MEET ALL NEC, UL, AND LOCAL CODE REQUIREMENTS. 6. CLEAN SITE OF ALL INSTALLATION DEBRIS. *DO NOT WIRE LEDs DIRECTLY TO 120V* LEDs MUST BE WIRED THRU MAIN POWER SUPPLY The following document is for design intent _ _ �O IIO��OpOQ J Principle USA Inc. Lataat Revlelan: p purposes only and is the intellectual properly 2060 Lakeside Centre Way of Principle USA Inc. It shall not be reproduced - - Knoxville, TN 37922 and/or distributed for any purpose without prior Oawing by JHP Date:3—z2-To i � �RIC written approval. The manufacturer shall be - DescHpifon: 12 SERIES RAM BADGE(INSTALL) ---- - i Main: 865.692.4058 responsible for all structural, electrical, Toll—free: 877.692.4058 mechanical, and foundation engineering. Caalomer. CHRYSLER These documents were not produced under an www.principleglobal.com engineering services agreement. - ---- --- - CO90907 Rev Date InlNals Description of change Sh1 2 of 2 Dmwing: i INSTALLATION DETAILS - DEALER NAME LETTERS ELECTRICAL INFORMATION: INSTALLATION INSTRUCTIONS: ALL ELECTRICAL COMPONENTS TO BE UL LISTED 1. USE LETTER/WORD SPACING CHART TO DETERMINE DEALER NAME LAYOUT. GROUNDING PER UL AND NEC SPECIFICATIONS 2. DRILL HOLES TO MATCH UP WITH MOUNTING AND ELECTRICAL POSITIONS ON BACK . 3. MOUNT LETTERS TO WALL AS REQ'D BY SITE CONDITIONS (SEE MOUNTING HARDWARE CHART). INSTALL WOOD BLOCKING IF NECESSARY. 4. RUN ELECTRICAL PER LED MANUFACTURER AND TEST LIGHT SIGNS. TOWER FACE 5. INSTALLATfON TO MEET ALL NEC, UL, AND LOCAL CODE REQUIREMENTS. 6. CLEAN SITE OF ALL INSTALLATION DEBRIS. 7. SEE WIRING REFERENCE SHEET (SUPPLIED BY LETTER MANUFACTURER) TO PROPERLY MATCH UP LETTERS AND POWER SUPPLIES. 1/4'MOUNTING HARDWARE LETTER / WORD SPACING or I #12 x 3"Screws to Wood backing Min.3-4 per I Ater I PRODUCT DIMENSION DIMENSION DIMENSION A B C 36'DEALERNAME 36' 5.50" 22.40' 30'DEALERNAME 3V 4.80' 18.50' 24'DEALERNAME 24' 4.00' 15.00' 18'DEALERNAME 18' 2.75" 11.20' CENTER LOWERCASE LETTERS LED ILLUMINATION ON CENTER TINE OF REVEAL CENTER LOWERCASE LEriERS Class 11 LED Wire to 12V PC Ner supply ON CENTER LINE OF REVEAL i C-- SEE SHEET$1 FOR TYPICAL — 8 I LETTER ELEVATION. A 11C FACFSC,/ URFACER®N1$ ........ ........ TOWER FACE I I LETTERS I TYPICAL MOUNTING DETAIL *DO NOT WIRE LEDs DIRECTLY TO 120V* TYPICAL LETTER ELEVATION ON TOWER LEDs MUST BE WIRED THRU MAIN POWER SUPPLY The following document is for design intent _ ____ ___ _ �0(Ip�(;B�OpQ E Principle USA Inc. purposes only and is the intellectual property - _-_- ___ _ Lafeaf Reviaton: 2060 Lakeside Centre Way of Principle USA Inc. It shall not be reproduced -- --- - Knoxville, TN 37922 and/or distributed for any purpose without prior ---- --- - Droning by:JHP Dete:5-7-10 0 written approval. The manufacturer shall be - ---- --- - Main: 865.692.4058 responsible for all structural, electrical, Deecrlption:IV�IL-DFAIfRROJElEf1FRS-2010 Toll—free: 877.692.4058 mechanical, and foundation engineering. - - Cuslome CHRYSLER These documents were not produced under an www.principleglobal.com engineering services agreement. - ---- --- - CO9O748 Rev Dafe Initials Description of change SI-N 1Ns*uAnoN INRRUCTIONSLAYOUT SHOWN BELOW. ALLOW: MOUNTING HARDWARE CHART SIGN ELECTRICAL INFORMATION ' I1.DRILL HOLES PER MOUHS 1/4'CLEARANCE BETWEEN SIDE OF MOPAR SIGN AND SIDE OF �� CIRCUTIS REQUIRED:(1)20 AMP FACE HINGE I APPENDAGE SIGN(S). d'��.� TOTAL CONNECTION LOAD: 2.LIFT SIGN AND CONNECT ELECTRICAL PRIMARY TO SIGN '� �' 1.10A-120(MOPAR SIGN) W000 BLOCKING CABINETS. 3 8 BOLTS THRU WALL2.40A-120(EACH APPENDAGE) BY INSTALLER 3.MOUNT APPENDAGE SIGNS(IF REQUIRED)FLUSH TO WALL AS 3 8 LAGS W SHIQDS # (IF THRU-BOLTED) REO'D BY SITE CONDITIONS. (SEE MOUNTING HARDWARE CHART). 3 8 LAG BOLTS # ALL ELECTRICAL COMPONENTS TO BE UL LISTED 4.MOUNT MOPAR SIGN TO WALL(USING 7"TUBE SPACERS IF 3 B TOGGLE BOLTS # GROUNDING PER UL AND NEC SPECIFICATIONS ACCOMPANIED BY APPENDAGE SIGN)AS REO'D BY SITE CONDITIONS. (SEE MOUNnNG HARDWARE CHART). IF SIGN s NOT THRU-BOLTED. f; IF AL.MOUNTING BOLTS SHOULD 3/8-16 PRIMARY ELECTRICAL THRU WALL BE TIED INTO BUILDING SNDS HARDWARE (ALL WATER-PROOF FtmNGS AND Jr� �tJ 4 T^L J r t�P n. :)inr•, 'CONDUIT)BY MANUFACTURER 5.TEST LIGHT SIGN AND CLEAN SITE OF ALL INSTALLATION DEBRIS. 6.INSTALLATION TO MEET ALL NEC,UL AND LOCAL CODE gin REQUIREMENTS. I 5 i/4" MOPAR SIGN MOUNTED FLUSH AGAINST WALL WHEN MOUNTED BY ITSELF 1 9- 3 3/4' OOSTING 3'-0' BUILDING WALL INSTALLER: �332 3/4� I r +S2 DRILL e1/2'HOLES THRU WALL AT EACH MOUNTING LOCATION I 3'-0- INSTALLER: DRILL 01-1/2-HOLE THRU WALL 2'-7 3/16- 2'-7 3/16" AT ELECTRICAL PRIMARY i 3'-10" 4'-6 15/16" I I o , U V LI O U LJ LL LI �1I. 4 1/16- LL V U O[JD LJ lJ LJ U. 4 1/16' . F 2'-10 13/16" -1 T 2'-10 13/16- _i TMRU PRIMARY ELECTRICAL I "IF'6 WATER-PROOAND F FI111NG5 �] ❑ T BY $16' INTERNAL MANUFACTURER DISCONNECT u v SWITCH ALTERNATE OPTION MOUNTING DETAIL FOR FRONT ELEVATION DETAIL FRONT ELEVATION DETAIL EITHER OPTION PERIMETER OF SIGN FACE TYPICAL MOUNTING DETAIL SINGLE SIGN MOUNTING dd1 ,�, Principle USA Inc. The following document Is for design Intent - PlAnL'pals A p purposes only and is the intellectual property Lat••f R.I.,— 2060 Lakeside Centre way of Principle USA Inc. It shall not be reproduced Knoxville, TN 37922 and/or distributed for any purpose without prior _ _ Dro.o-g by:colt Qat.:7-4-/2 _ �1�U���p�� IL written approval. The manufacturer shall be - ---- - - LL Il Il lS Main: 865.692.4058 responsible for all structural, electrical, D•unpflon:NST1ll-IARQIbP1R51p1 Toll—free 877.692.4058 mechanical, and foundation engineering. - -- - These documents were not produced under an ca•rom.� CHRYSLER www.principleglobal.com engineering services agreement. A a-3o-1z JHP ADDED SWDCH AND AMPERAGE NOTES R•v Oat• IniNah D—dptlon of change Sht 1 of 2 D—ing:C091706 10" g" 10" 9" �-_3'-10" I—3'-t 0"�1 3'-10" I 3'-0" 3'-10. i p 0(5') REF 15'-8 1/4" I- REF 15'-8 1/4" TUBE SPACES REQUIRED IF MOPAR SIGN IS ACCOMPANIED BY APPENDAGE SIGN(S). fTUBE SPACERS NOT REQUIRED IF MOPAR SIGN IS MOUNTED BY ITSELF. 6" 10" g- I "3/41" 12'-0" 12•_0" I i G=,IU E 3'O 2'-7 3/16" 3-0. p p I I 2� 3'-10" l Aff� I I I off l6JUU(iJfIL'IMI CCo':S FROWLS 4 1/16" I7 � _T REF 27-6 1/2" MOPAR WI OUT SEVICE R L� SIGN LAYOUT OPTIONS 10" g :�_AQD 70 ,�• s<• r+• rr r t— -2 3/ : Yd I Y<• I Y-a' 2'-7 3/16" ° nmmlm"L�� 4'-6 15/16" ° o r 4 1/16" cc p SIGN LAYOUT POUNCE PATTERN 5 3� �017Cv1�60 OPAR WITH SERVICE Principle USA Inc. The following document is for design Intent purposes only and is the intellectual property 2060 Lakeside Centre Way of p=pie USA Inc. It shall not be reproduced - ---- --- - Dm.InCDN Do 1-h12 Knoxville TN 37922 and/or distributed for any purpose without prior s by; h: written approval. -LW(SIbPNt5N7! The manufacturer shall be - -_-- --- _ Main: 865.692.4058 responsible for all structural, electrical, D—dPeon:167AIL Toll—free 877.692.4058 mechanical, and foundation engineering. -- These documents were not produced under on cu.wm.r: CHRYSLER www.principleglobal.com engineering services agreement. - ---- --- - CO9 7O6 Rw Doi. Inie°b D.-Hpeon of<h.W. Sht 2 of 2 D—Iny: General Notes: [HSS 100x100x5) HSS 3.94"0.94"x0.20" OVER w ,, z a STEEL TUBE BEAM TURN 1. Design 'is based on a i 0 mph, 3 second gust wind design per 24'-0" [7315] 1 CBC 2013, Category II, Exposure C. Seismic design category D. 18'-0" [5486] 2'-5 1/2" [750] 133' 2. Caisson and Vertical Slab foundations are based on a presumptive 4'-0 5/16" [1228] 2'-1 1/2" [648) DETAIL A ° safe lateral soil bearing pressure minimum of 100 psf per foot of s'-o ti/ts" [2761] -- 1 1/16" [28]- - depth. Isolated footings subject to short-term lateral loads and not [HSS 750x15ox5] -- adversely affected by a 1/2 motion at grade are permitted to be HSS 5.91"x5.91"xO.20" designed using twice the tabulated value of the corresponding soil 3 16" 51 n P STEEL TUBE COLUMN I I [HSS 100x100x5) class. 3/16" [5] I HSS 3.94"x3.94"xO.20"STEEL TUBE BEAM 3. A soil report was not provided. Foundation analysis assumes Soil - _-_ --- [HSS 1o0x5ox5] I _ I Classification 5. Allowable bearing pressure should be verified prior - `-- -- BUILDING [HSS 150x150x5] ---_[HSS 60x6Ox4 HSS 3.TUBE BEAM 20" t I WALL to placement of concrete. In the event that the stated n [ ] STEEL TUBE BEAM HSS 5L TUBE COLUMN---- HSS 2.36"x2.36"x0.16" t � STEEL TUBE COLUMN requirements are not met and conditions appear deleterious, cease d STEEL TUBE BEAM and secure excavation and immediately contact Principle USA. -5'-7 13/16" [1722]- MATCH PLATE B I I [HSS 60x60x " 4. Foundation shall not be placed at the top of, or on the side of a j /-DETAIL D I t HSS 2.36"x2.36"x0.16" slope exceeding 3:1, or adjacent to a fill slope unless re-evaluated V-6" STEEL TUBE BEAM b a competent Professional Engineer. Do not lace foundation in — ------ __' [457] MIN. fill. P 9 P 2" [51]J-1- - �2" 51] 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3000 psi, unless noted otherwise. I ( 1 3/4" [45]- to 6. Steel reinforcing bars shall conform to ASTM A615, Grade 60 with \ \\ [HSS 10ox5Ox5] deformations in accordance with ASTM A305. Welding of reinforcing [HSS 200x2OOx5] HSS 3.94"x1.97"x0.20" bars is prohibited. --- __-- -- HSS 7.87"x7.87"xO.20" l i STEEL TUBE BEAM — STEEL STEEL TUBE BEAM f I 7. All voids between column base plate and foundation surface shall ai 1 1/16" [28] - be completely filled with high-strength, non-shrink grout. _ [HSS 25ox25ox5] I 8. Anchor bolts shall meet ASTM F1554 Grade 55. Exposed surfaces HSS 9.84"x9.84"xO.20" [HSS 200x2OOx5] shall be galvanized or coated to prevent corrosion. STEEL TUBE COLUMN i HSS 7.87"x7.87"xO.20" 1" [25]- to o \ \ \ STEEL TUBE BEAM to 9. All support members shall be free from defects and shall meet Co JFUT �\ \ \\\ \� \ 3 3/8" 51- 0235 with a minimum yield strength of 34000 psi for steel tube, -- I pipe, angle, channel, and late. I 9 P 10. Steel welds shall be made with E70xx electrodes by persons N \\\\\\ E\\\Z I.L MATCH PLATE A [HSS 250x25Ox5] qualified in accordance with AWS standards or COMPARABLE within DETAIL C HSS ELTUBE COLUMN the past two years. _____.-____ _ STEEL TUBE COLUMN � 11. All structural bolts shall conform to ASTM A325 or equal, and be [HSS 80x8Ox4] [CHS 406.40 x 10] [HSS 8Ox8Ox4] ro zinc coated unless noted otherwise. When used with structural bolts, HSS 3.15"x3.15"xo.16" heavyhex nuts shall conform to ASTM A563 or equal and washers HSS 3.15"x3.15"x0.16" 16.000"O.D.x0.394" STEEL TUBE BEAM rD q STEEL TUBE BEAM STEEL PIPE COLUMN shall conform to ASTM F436 or equal. 5'-11 15/16" [18271 12. The scope of this engineer does not include onsite observations. u ---OPEN------ LIN1 E in L.L.C. will not be responsible for the safety on - - O ___ thi ' si be dSi lion of this structure. It w z �, M °th �r tsi ! s, r rs and installers to r [oHs 406.40 x to] '�, n y s�d"a-61 installation an e ec io this structure is D 1 EL PIPE � ��� n full compliance with OSHA CLADDING DESIGN STEEL PIPE COLUMN r g i - �BY OTHERS 14. Any deviation from this desig o 'am any part of this drawing, 1 t/4"DIA.x55" -- including the General Notes, without prior written consent from LINK [32 DIA IA.x55 DETAIL B DETAIL A Engineering, L.L.C. voids this drawing in its entirety. LONG ANCHOR BOLT 15. The structure designed on this drawing is intended to be installed (16 REO'D TOTAL) tbt the addrrz -6own and should not be used at any other Ibcation. ` � m f GRADE _ _ CLADDING AND CLADDING FRAME �� ----- CONNECTION DESIGN BY OTHERS ELEVATION SIDE VIEW ELECTRICAL DESIGN BY OTHERS. 0 NOW- u1 and 0-�,aoetad on We d-ky oro ua we p y of INSTALLATION"ADDRESS:; 11NK Fiphaaing,LLC.,created epedflcapY the noted- Use of th— d�e or plane for ony pu pose other thin the Mended appllodlon W1 na LAKE E LS I N 0 R E C D J R prohl6lted wb t the mitten coneenl of LINK Bgkaarhg,LLG Dhdaoure of My of the InW atlon endooed wbh parlyand hdf not be talaate without eansent of mar,b a MdM [CH S 406.40 x 10] of intellectual prod. 31400 AUTO CENTER DR t 6.000"O.D.x0.394" LAKE ELSINORE, CA 92530 COLUMN I ^Z j I STEEL PIPE COLUMN TO PLATE COLUMN I -0 I I I y CLIENT: PRINCIPLE GROUP STEEL GUSSET; SEE - I I PLATE DETAIL FOR SIZE \�eF fE /p4Ni �(� 203 5 LAKE S IDE CENTRE WAY0 (8) 1 1/4"DIA.x55" SUITE 250 32 DIA.0397 Fr i n c Ua KNOXVILLE, TN 37922• LONG ANCHOR] -4 [572x610x38] 43520 ' 'BASE PLATER 22.5"x24"x1.5" Of LINK EngineereL.L.C.I STEEL BASE PLATE EXPIRES:06/30/2016 HIGH-STRENGTH, NON-SHRINK GROUT 135 South David Lane Knoxville, Tennessee 37922 WELDMENT © COLUMN ~"4 qTF FI CAS 0�\P F✓ciniEFai✓c Phone: (865) line: w 01 w.• Fag (865) 539-0851 Online: www.linken r com SHT. 1 BY: JBL Project Number: 14-0815 DETAIL B /�� '� OF 3 DATE: 08/20/14 Drawing Number: NP' 3/16" [5] — [HSS 150x150x5] THSS 100x5Ox61 � —� �— �H. S _r = 1'-6" [457] 1 HISS , TUBE C" 1'-6" [457x457x12] 1/2" [12] 1/2" [12) HSS 3.94"x1.97"x0.24" I I/ STEEL TUBE COLUMN [457x457x12] [457) — — STEEL TUBE BEAM I I STEEL GUSSET; SEE 1 1/2" [38]— 1'-3" [381] 18"x18"xt/2" 1 1/2" [38]— 1'-3" [381] 18"x18"x1/2" I �` I I` -------- I I I PLATE DETAIL FOR SIZE --�I STEEL PLATE -- STEEL PLATE ' 7/8" [231 DIA. HOLE 7/8" [23] DIA. HOLE N N L I I (4) BOLTS W/ HEX NUT, I O 01 FOR 3/4" [19) DIA. BOLT 0 O FOR 3/4" [19] DIA. BOLT u 0 I I F (8) [102x102x12] I (8) [102x102x12] I I FLAT, & LOCK WASHERS; " I ro SEE PLATE DETAIL FOR SIZE 4"x4"x1/2" u 4"x4"x1/2" I STEEL GUSSET STEEL GUSSET —1 MATCH PLATE B n 00 \ U) ro -4 ER 3/8" [10) ' [HSS 200x2OOx5] 4" [102] HSS 7.87N7.87"x0.20" >> o >> STEEL TUBE BEAM I i o— m o HSS 150x150x5 0 ty I I STEEL GUSSET; SEE I I [ ) [HSS 250x250x5) --- I I PLATE DETAIL FOR SIZE HSS 5.91"x5.91"xO.20" I I HSS 9.84"x9.84"x0.20" STEEL TUBE COLUMN L-0 STEEL TUBE COLUMN MATCH PLATE B GUSSET DETAIL [HSS 250x250x5) O PLATE TO HSS PLATE TO HSS HSS 9.84"x9.84"x0.20" 3/16" [5] GUSSET TO PLATE 3/16„ [5) GUSSET TO PLATE I I STEEL TUBE COLUMN GUSSET TO HSS GUSSET TO HSS - I- - UPPER MATCH PLATE B DETAIL LOWER MATCH PLATE B DETAIL -1 I-1/2" [121 I I-5/8" [161 MATCH PLATE B DETAIL D 1'-8" [508] [508x508x25] 1'-8" [508] [508x508x25] u N 1 1/2" [38) , I 1'-5" [432] 20"x20"x1" 1 1/2" [38]—--I 1'-5" [432] I �20"x20'kt" STEEL PLATE I I V STEEL PLATE y `J TMP' 3/16" [5] [HSS 250x250x5] 1 1/8" [29] DIA. HOLE 1 1/8" [29] DIA. HOLE in �� I I HSS 9.84"x9.84"xO.20" —45- TYP. I I —STEEL TUBE COLUMN I Q Q FOR 1" [25.41 DIA. BOLT I Q Q FOR 1" [25.4] DIA. BOLT I I I I STEEL GUSSET; SEE (8) [127x102x16) (8) [152x64x12] CHAMFER Lj [HSS 8Ox80x4) I ��\ I I PLATE DETAIL FOR SIZE u 5"x4"x5/8" 6"x2 1/2'k1/2" 3/8" [10] HSS 3.15"x3.15"xO.16" Al STEEL GUSSET STEEL GUSSET —4- [102]—I STEEL TUBE BEAM I N N (4) BOLTS W/ HEX NUT, o M [HSS 250x25Ox5) o M [CHS 406.40 x 10) UPPER MATCH PLATE A GUSSET DETAIL I I I FLAT, & LOCK WASHERS; w 2 " HSS 9.84"x9.84"x0.20"Wrrz 16.000"O.D.xO.394" SEE PLATE DETAIL FOR SIZE >o STEEL TUBE COLUMN >ol� STEEL PIPE COLUMN I I I I �vf I I MATCH PLATE A v I I ( -i I_1/2" (12) I I-1/2" [12) STEEL GUSSET; SEE +I PLATE DETAIL FOR SIZE Q PLATE TO HSS Q Q —3-<GUSSET TO PLAT PLATE TO COLUMN / [ ) [CHS 406.40 x 10] 3/16" [5] GUSSET TO HSS 1 4" 7 GUSSET TO PLATE 16.000"O.D.xO.394" GUSSET TO COLUMN MATCH PLATE A DETAIL C STEEL PIPE COLUMN UPPER MATCH PLATE A DETAIL LOWER MATCH PLATE A DETAIL — — PARTICULAR CARE SHALL BE \ TAKEN TO PROVIDE SUFFICIENT PREHEAT OF THE THICKER CHAMFER Lj ELEMENT FOR THE SOUNDNESS 3/8" [10) 1 2 1/2" [64] OF THE WELD. OTHERWISE, USE 5/16" MIN. WELD. LOWER MATCH PLATE A GUSSET DETAIL —I I-3/4" [19] (4) [152x83x19] [38x44) 6"x3 1/4"x3/4" 1.5"x1.75" HOLE 2'-0" [610] STEEL GUSSET 5 [127J \ NOM All d.tym and 0—M.W.th%dm kq arc the Dole pmp«ty of INSTALLATION ADDRESS: 2 1/4" [57] — 15' R [572x610x38) M uxK Fngh-Ing,LLC.,ovoted spedmAy for the noted pmbct flee of thaw —' 3 22.5"x24"xt 1/2" dealgne w plme for my pwpoae othm thm tha hlmded oWicotlon dM be STEEL BASE PLATE prohibited wklwut tha wdttm consent of LINK rnghearhg,LLC Dbdoewe of LAKE ELSINORE CDJR CHAMFER my of the Information mdosed whhh,without conemt of ownv,b a violation 0 [CHS 406.40 x 10] 3/8" [101 I I of htd«Wd pmpmty and�dl net ba ta,�atad. 31400 AUTO CENTER DR 16.000"O.D.x0.394" 3 1/4" [831 LAKE ELSINORE, CA 92530 STEEL PIPE COLUMN CLIENT: PRINCIPLE GROUP w 3/4" [19] 3/4" [19] 1 4" L7 GUSSET TO PLATE —� I` —I I` Q F SON 2035 LAKESIDE CENTRE WAY w�Q N " \ 1/4" [7] GUSSET TO COLUMN k� 9l� • • •+� SUITE 250 OD 1- t �— — — --- I Astir ? I I�� KNOXVILLE, TN 37922 i 0 I rn N m I 16 1/8"0 [4100) `—' 43520 ® eC. HOLE IN PLATE FOREngineering, COLUMN TO PASS THROUGH M � EXPIRES:06/30/2016 (4) [152x121x19) J 135 South David Lane Knoxville, Tennessee 37922 O OD O 6"x4 3/4"x3/4" CHAMFER sT C/U�� �P c vcin EEfi✓� Phone: (865) 539-4001 a Fax: (865) 539-0851 qT �� STEEL GUSSET 3/8" [10]--,---4 3/4" [121]_ Online: www.linkengr.comI I OF CA��F� 1/4" [7] COLUMN TO PLATE SHT. BY: Project Number: BASE PLATE DETAIL 1/4" [7) TOP AND BOTTOM 2 JBL 14-0815 BASE PLATE GUSSET DETAILS OF DATE: Drawing Number: 3 08/20/14 B2501571 r OVER T I 1 1/4" [32] HEAVY 1 1/4"DIA.x55" HEX NUT; 3 ® TOP [32 DIA.x1397] N — 18'-0" [5486] -� — LONG ANCHOR BOLT — �1 1/4" [32] WASHER; GRADE 00 2 ® TOP j n n n .��r��r���`' '•a��r��r��r��. \r��r��r��! ��pr`��r'..• ri��ir��i�r r�\�ir\�rr\�r �r��T\�Tr err\/r�\\r�i " \��\�nr ELECTRICAL CONDUIT w 0 VERTICAL REINFORCEMENT: (8) #6 BARS AT 11" O.C. 1 1/4"DIA.x55" HORIZONTAL REINFORCEMENT: [32 DIA.0397] o (11) #6 BARS AT 11" O.C. LONG ANCHOR BOLT ON LEEWARD AND WINDWARD FACE. DO NOT WELD REBAR. 3" MIN. CONC. COVER. 9.07 CU. YDS. OF 41 CONCRETE REQ'D rn 7'-0" [21341 --1 I 7-0"a EACH FOUNDATION[2134]--I --13'-6" [1067]L u i� 1 ELEVATION SIDE VIEW CONCRETE MUST BE VIBRATED DURING VERTICAL SLAB FOUNDATION & AFTER PLACEMENT TO ELIMINATE VOIDS AROUND REINFORCEMENT 4'-G" [1372) DIA. & ANCHOR BOLTS 1 1/4"DIA.x55" (32 DIA.0397] ° d ° LONG ANCHOR BOLT n d ° 4 d /DIA.x1397] j ° a 3" N,opKSTTMPUP o[32 18'-0" [5486] 4 LONG ANCHOR BOLT o� ° d d d d ° a r GRADE °d ® ® ® ® d L_ HARDENED 2W ` WASHER O�`Jri iNNT�i` �AyTyr�`rT �/T`T�y W� L' a ° 4 771 ELECTRICAL 1 1/4° [32] HEAVY CONDUIT ° HEX NUT; 2 ® TOP ANCHOR BOLT DETAIL 0 SECTION © CAISSON FOUNDATION Do (14) #6 BARS ON A 45" PATTERN WITH (7) #4 STIRRUPS `j ON 4" CENTERS FOR iv TOP 24" AND 14" CENTERS THEREAFTER. NOTE ui demon and plena nes°tee on thin dmkq a e th "'pr°perty of INSTALLATION ADDRESS: DO NOT WELD REBAR. l7NK Engnoering,I.L.C.,created epodkofy for the noted pro*L Um of thine 3" MIN CONC. COVER. p blted cNlwotf thor e urrid.cm ent of other UNK Eng the tneerhg,mdad°LLLC,OW ore polootIm*WI of LAKE ELSINORE CDJR any°r"°nf"°°pterttyy me o�r bet«`tea` t of°'n°`'"°"°°`i°" 31400 AUTO CENTER DR of t"d 7.36 CU. YDS. OF CONCRETE REQ'D LAKE ELSINORE, CA 92530 EACH FOUNDATION CLIENT: PRINCIPLE GROUP 2035 LAKESIDE CENTRE WAY -4'-6" [13721 DIA. I I-4'-6" (13721 DIA. OF S 9lF SUITE 250 ® Y � A ' i �i�(� KNOXVILLE, TN 37922 CAISSON FOUNDATION 'L 43520 LINK �1i11eeill , L.L.C. EXPIRES:06/30/2016 135 South David Lane Knoxville, Tennessee 37922 JT C �/�� �P En ci✓EFai✓c Phone: (865) 539-4001® Fax: (865) 539-0851 9TFOF CAO� Online: www.linkengr.com SHT. 3 BY: JBL Project Number: 14-0815 OF DATE: Drawing Number: 3 08/20/14 B2501571 OVER General Notes: TURN 1. Design based on n 110 mph, 3 cerapd gust wind design per 12'-9 3/4 2 —4 1/4' STEEL LIFTING CBC 2013, Category II, Exposure C. Seismic design category D. 2'-4" -- --I - 10'-5 3/4" — ANGLE 2. Spread foundation is based on a presumptive safe vertical soil NOTES: bearing pressure minimum of 1500 psf. Caisson and Vertical NOTE: SIGN CABINET & CLADDING Slab foundations are based on a presumptive safe lateral soil (Z: a M'��fM EL=[a M REMOVE LIFTING ANGLES, DESIGN BY OTHERS. bearing pressure minimum of 100 psf per foot of depth. Isolated 7"x7"x5/16" SEAL WITH SILICONE & REPLACE footings subject to short—term lateral loads and not adversely STEEL TUBE TYP. BOLT AFTER INSTALLATION ELECTRICAL DESIGN affected by a 1/2" motion at grade are permitted to be designed using twice the tabulated value of the corresponding OF FACE SYSTEMS. BY OTHERS. soil class. 3. A soil report was not provided. Foundation analysis assumes Soil Classification 5. Allowable bearing pressure should be verified OFff) prior to placement of concrete. In the event that the stated ME requirements are not met and conditions appear deleterious, CABINET cease and secure excavation and immediately contact PRINCIPLE (BY OTHERS) USA. 4. Foundation shall not be placed at the top of, or on the side of a slope exceeding 3:1, or adjacent to a fill slope unless to 12"x12"x1/2" re—evaluated by a competent Professional Engineer. Do not place F -1I �// STEEL TUBE foundation in fill. A A U" OVER 5. Concrete shall be mixed to attain a minimum 28 day ® "PRINCIPLE 360" TURN 9"x12"x1" STEEL compressive strength of 3000 psi. & UL LABELS 6. Steel reinforcing bars shall conform to ASTM A615, Grade 60 F------------- GUSSET (6 REQ'D) "------� ------- � with deformations in accordance with ASTM A305. Welding of DISCONNECT l i „ reinforcing bars is prohibited. I t�� I 1 3/4 DIA.x54 LONG 7, All voids between column base plate and foundation surface shall SWITCH , I z I ANCHOR BOLT be completely filled with high—strength, non—shrink grout. N O j 8. Anchor bolts shall meet ASTM F1554 Grade 36. Exposed surfaces �0 I „ shall be galvanized or coated to prevent corrosion. t,J 32 x32 x 1 3/4 o I) i o O I THK. STEEL PLATE 9. All support members shall be free from defects. Steel tube shall i� meet ASTM A500 Grade B with a minimum yield strength of I HIGH STRENGTH, 46000 psi. Steel angle, channel and plate shall meet ASTM A36. j NON—SHRINK GROUT 10. Steel welds shall be made with E70xx electrodes by persons qualified in accordance with AWS standards within the past two _'__1 NOTE: ACCESS HOLE FOR I _ I years. B B MOUNTING BOLTS LOCATED L____•____4 _°___.a___ -_ --_--a—u 11. All structural bolts shall conform to ASTM A325, and be zinc IN SIDE OF COLUMN coated unless noted otherwise. When used with structural bolts, heavy hex nuts shall conform to ASTM A563, and washers shall ANCHOR BOLT PROJECTION DETAIL conform to ASTM F436. 12"02"x1/2" ALUM. CLADDING WITH 12. The scope of this engineer does not include onsite observations. STEEL TUBE CHROME FINISHED ACM 13. LINK Engineering will not be responsible for the safety on this REBAR SCHEDULE job site before, during or after installation of this structure. It ACCENT ON EACH SIDE DO NOT WELD REBAR is the responsibility of the owners, contractors and installers to 00 SPREAD FOUNDATION 3" MIN. COVER ensure that the installation and erection of this structure is PLACEMENT SIZE SPACING QUANTITY performed using methods that are in full compliance with OSHA LONG BOTTOM STEEL #6 12" 8 regulations. LONG TOP STEEL 5 12" 8 14. Any deviation from this design or from any part of this drawing, BOTTOM CROSS STEEL 5 18" ELECTRICAL 9 including the General Notes, without prior written consent from HAND HOLE TOP CROSS STEEL #5 18" 9 LINK Engineering voids this drawing in its entirety. 15. The structure designed on this drawing is intended to be o installed at the address shown and should not be used at any FABRICATED ALUM, other location. N BASE COVER NotE: M d lgm and pram hdseoted ai We dro:tq ere the We property of INSTALLATION ADDRESS: r , r rr UNK bgheerinq,LLG,created.^Iftoly for the noted pm*L U.e of these 5 —7' 3 —0 &.s ne or pion.for my pu po.e ether thm the htmded epwotI,W LAKE E LS I N 0 R E C DJ R 1 3/4"DIA.x54" LONG of °"d�� vmt1moWy one�� tbef td��KoteNa of LLG Le a yW of 31400 AUTO CENTER DR my or the hron„atwn er,aomd�,otuaut«n.ent ar vaner,ro a�totw, ANCHOR BOLT GRADE LAKE ELSINORE, CA 92530 ` -- CLIENT: !\\\�o%\-.>, •a: �'a• .;;;T" \�.\�o,, <�\\\��\\ :.�:..r: ,\ /� ;� PRINCIPLE GROUP i 1 /�/ / �4••` J: 2035 LAKESIDE CENTRE WAY SUITE 250 z•,:. v` .— KS T F` I A }�. CONDUI T KNOXV ILLE TN 37922 -11 P ti ,I >�ti.. ;....� �• .f�•.: �-. 43520SEE REBAR � . SCHEDULE EXPIRES:06/30 /2016 m Engineering,neeranL.L.C. L" 8'-0" ( 13'-3" I 135 South David Lane Knoxville, Tennessee 37922 JJ C �/\� �P ENG/N_ErR//✓G Phone: (865) 539-4001• Fax: (865) 539-0851 ELEVATION 17.67 CU, YDS. SIDE VIEW 9TFOF CN1\FCj online: www.linkengr.com OF CONC. REQ'D. SHT. 1 9Y: JBL Project Number: '.� j( of 3 DATE: 08/20/14 Drawing B2501569 „ 1 2 —8 5'-7 N � / HEAVY 8 1/2” g 8 1/2 I 1 3/4 DIA.x54 LONG HEX NUT 3" -- -- 3" ANCHOR BOLT 32"x32"x1 3/4" - _1 THK. STEEL PLATE GRADE .,�\,�\,�\�:.•:.. \��\��\��\ �— 1 3/4" HEAVY 0 2" DIA. ��\���\���\ -A. \/\\/\\ HEX NUT HOLE TYP. �, �������� 9"x12"x1" THK. CONDUIT STEEL GUSSETS TYP. ' z 00 N 12"x12"x1/2" THK. (16) #6 VERT. BARS ON A STEEL TUBE ,•; 51" PATTERN WITH (6) #4 1 3/4"DIA.x54" LONG o1 N N o , ,..`.;: •: :: :.:`:. :.';; „ _ f ANCHOR BOLT STIRRUPS ON 6 CENTERS fD 3" DIA. 1 , :..' ,.:: .`: .: FOR TOP 30" AND 17" 1 ELECTRICAL HOLE N CENTERS THEREAFTER. -- GUSSET TO TUBE DO NOT WELD GUSSET TO PLATE REINFORCING BARS 0 0 0 0 5/16" TUBE TO PLATE M 8.73 CU. YDS. } ' OF CONC. REQ'D. BASE PLATE DETAIL �� 's::'- .i :.•.: '' r N \ 1 3/4" HEAVY L5'—O" DIA.___I In HEX NUT ELEVATION 9 OPTIONAL CAISSON FOUNDATION 1" 1 3/4" HARDENED WASHER 9"x12"x1" STEEL GUSSET (6 REQ'D) 1 3/4"DIA.x54" LONG ANCHOR BOLT DETAIL ANCHOR BOLT 0 I '° • STIRRUP NOTE N dedgm ad piz heated on lhia dnnhg are ttn Id'prcpaty of INSTALLATION ADDRESS: HOOK, TYP. UNK rnghee hg LLC.,seated epedf-ly for the noted propel.uee of ih— � , ®"< :''�•,• auons fMp» Mendedseothar than the tion oplohlb d aOl thett not off UNK Eng ehg,�GDdomf LAKE ELSINORE CDJR g °: iiai� u,e prape'ttyy.d hell not be�iea.«l of aw a<, a Kdatwn 31 400 AUTO CENTER DR 1/2)' LAKE ELSINORE, CA 92530 CHAMFER GUSSET DETAIL w Q� O a .—p+ CLIENT: PRINCIPLE GROUP o 1 3 2035 LAKESIDE CENTRE WAY . ;® 0 ` ® < !' '. s 0 K A'q SUITE 250 q ••.°.•; •,° + \ \� y�� ri el �(� KNOXVILLE, TN 37922 43520 EXPIRES:06/30 12016 _ 135 South David Lane Knoxville, Tennessee 37922 'p. C/V\L �P c✓ci uF ai✓c Phone: (865) 539-4001 a Fax: (865) 539-0851 9TFOF CA��F��� Online: www.linkengr.com SECTION THROUGH CAISSON AT ANCHOR BOLTS SHT. 2 BY: JBL Protect Number: 14-0815 elz�((t j of 3 DATE: 08/20/14 DrawlnsB2501569 q SIGN CABINET STEEL —\ COLUMN c I I — II OVER --------------- I I TURN II �5,_7„ 3 _p 1 3/4"DIA.x54" ❑ — LONG ANCHOR GRADE BOLT CLADDING ATTACHMENT SECTION A—A \ \ \ , •..• .::.'• \ \ \ \ \ \ ... ..• ... :. „ \\/\\,\\,< LADDER (WELDED TO \y\y . ': ,\\,�\ �;�\i\\` r •. .,, ,. \y\\�. COLUMN) L STEE `. COLUMN (8) #6 VERT. BARS @ 13" O.C. WITH (9) #6 ° ;.. .' i� HORIZ. BARS @ 13" O.C. ''" 'A : . ON THE WINDWARD & LEEWARD FACES OF THE FOUNDATION ati: ;: 3" MIN. CONC. COVER ',' ——————————————— :4 1 " W DO NOT WELD REINFORCING BARS 8'-6" I 14.56 CU. YDS. L-5'-0"--- OF CONC. REQ'D. ELEVATION SIDE VIEW CLADDING ATTACHMENT J SECTION B—B OPTIONAL VERTICAL SLAB FOUNDATION LADDER (WELDED TO COLUMN) NOTE ,w deslgru and Wye bdoeted m tht.erovbq ore tM ed.property of INSTALLATION ADDRESS: nNK Emboerla¢LLa.awted spedf poly for the noted projzt Use of thex pohlbitad t Owe ftof the heWttton�on°ser`her tofUNKEnyli intended °or LAKE ELSINORE CDJR of Ftdiaatud property and fiidl not be t6oraled.consent°'""""'le°Motion 31400 AUTO CENTER DR LAKE ELSINORE, CA 92530 CLIENT: u. PRINCIPLE GROUP pF 2035 LAKESIDE CENTRE WAY OQ : O�q�w • .�; SUITE 250 \� ASF�� principle [(� KNOXVILLE, TN 37922 y EXPIRE 06 30/2016 LIN eeiL.L.C. 135 South David Lane Knoxville, Tennessee 37922 d'J. C j V,�- �P ✓ci✓EEai✓c Phone: (865) 539-4001 e Fax: (865) 539-0851 gTFOF C A Online: www.linkengr.com SNT. 3 BY: JBL Project Number: 14-0815 OF DATE: Drawing Number: C 3 08/20/14 B2501569 NOTES: General Notes: SIGN CABINET, CLADDING, 1 Design is based on a 110 mph, 3 second gust wind design per 10'-9"• I AND CONNECTION DESIGN CBC 2013, Category II, Exposure C. Seismic design category D. BY OTHERS. 2. Spread foundation is based on a presumptive safe vertical soil N ELECTRICAL DESIGN bearing pressure minimum of 1500 psf. Caisson and Vertical e BY OTHERS. Slab foundations are based on a presumptive safe lateral soil N bearing pressure minimum of 100 psf per foot of depth. Isolated footings subject to short—term lateral loads and not adversely affected by a 1/2" motion at grade are permitted to be TOP VIEW NOTE: designed using twice the tabulated value of the corresponding soil class. /OVER_ REMOVE LIFTING ANGLES, SEAL WITH 3. A soil report was not provided. Foundation analysis assumes Soil LO TURN? SILICONE & REPLACE BOLT AFTER Classification 5. Allowable bearing pressure should be verified o N INSTALLATION OF FACE SYSTEMS. prior to placement of concrete. In the event that the stated _ I 10 —5 7/8 1'-10 15/16 requirements are not met and conditions appear deleterious, I 2'-0" — 8'-5 7/8" cease and secure excavation and immediately contact PRINCIPLE — 8'-2 1/4" 3%2%1/4" USA. STEEL LIFTING ANGLE 4. Foundation shall not be placed at the top of, or on the side of a slope exceeding 3:1, or adjacent to a fill slope unless re—evaluated by a competent Professional Engineer. Do not place � FM EL=FE M foundation in fill. _ 6"x6"x5/16" STEEL 5. Concrete shall be mixed to attain a minimum 28 day TUBE MAST ARM compressive strength of 3000 psi. A A IYP 6. Steel reinforcing bars shall conform to ASTM A615, Grade 60 with deformations in accordance with ASTM A305. Welding of ALUM. CLADDING i reinforcing bars is prohibited. 7. All voids between column base plate and foundation surface shall WITH CHROME NOTE: ACCESS HOLE FOR be completely filled with high—strength, non—shrink grout. N FINISHED ACM � � F MOUNTING BOLTS LOCATED IN 8. Anchor bolts shall meet ASTM F1554 Grade 36. Exposed surfaces \ ACCENT ON SIDE OF COLUMN shall be galvanized or coated to prevent corrosion. NEACH SIDE 9. All support members shall be free from defects. Steel tube shall I meet ASTM A500 Grade B with a minimum yield strength of cv o 0 LM 46000 psi. Steel angle, channel and plate shall meet ASTM A36. 10. Steel welds shall be made with E70xx electrodes by persons 6"x10"x3/8" I qualified in accordance with AWS standards within the past two STEEL TUBE years. "PRINCIPLE 360" 11. All structural bolts shall conform to ASTM A325, and be zinc & UL LABELS DISCONNECT coated unless noted otherwise. When used with structural bolts, heavy hex nuts shall conform to ASTM A563, and washers shall � SWITCH conform to ASTM F436. FABRICATED ALUM. ® 1 1/2" DIA. x 42" LONG 12. The scope of this engineer does not include onsite observations. BASE COVER ANCHOR BOLT (4 REQ'D) 13. LINK Engineering will not be responsible for the safety on this job site before, during or after installation of this structure. It GRADE is the responsibility of the owners, contractors and installers to performed using methods that are in full compliance with OSHA regulations. 14. Any deviation from this design or from an art of this drawing, including9 the General Notes, without prior written consent from SEE REBAR LINK Engineering voids this drawing in its entirety. SCHEDULE `— 15. The structure designed on this drawing is intended to be installed at the address shown and should not be used at any �4'-6"a 7'-3"— -) other location. ELECTRICAL CONDUIT UNK ut and deo heated m th6=ere ub ede property of INSTALLATION ADDRESS: ELEVATION SIDE VIEW Ldosigm orINK eerha LLD,aeotedpwpoe ether Uy fother the noted%fAlodionot Ilse of thbe ine Prohibited i ,lf the or mlttmnwnxel of INK Eng Intended LLQ Dh mm of LAKE E LS I N 0 R E C D J R 3.93 CU. YDS. REBAR SCHEDULE DO NOT WELD REBAR my of octudthe oportymilm mdoeed pot b pokmte&Mt neml of caner,h a {albn of htaibctud prapariymd ehdl not De lobrated 31400 AUTO CENTER DR OF CONC. REQ'D. SPREAD FOUNDATION 3" MIN. CONC. COVER LAKE ELSINORE, CA 92530 PLACEMENT SIZE SPACING QUANTITY ` CLIENT: u. PRINCIPLE GROUP LONG BOTTOM STEEL #5 14" 4 F 2035 LAKESIDE CENTRE WAY LONG TOP STEEL #4 14" 4 0 A S Fy I KNOXVILLE, TN 37922 BOTTOM CROSS STEEL #4 13" 7 y SUITE 250 r•m # 43520 i eerl L.L.C. TOP CROSS STEEL 4 13' 7 EXPIRES:06/30 12016 LINK �J 135 South David Lane Knoxville, Tennessee 37922 J� C j V 1 �P E/✓G/NEFR/NG/� Phone: (865) 539-4001- Fox: (865) 539-0851 gTF�F CA��F Online: www.finkengr.com SHT. 1 BY: JBL Project Number: 14-0815 L f OF 3 DATE: 08 2O 14 Drawing Number: 1 , / / B2501570 1'-8 1/2" OVER 1'-4" 20 1/2"x20 1/2"x1 1/2" TURN 2 1/4" STEEL BASE PLATE 1 3/4" DIA. HOLE TYP. OOF GRADE d- !%!i '�ii��i — •�i%i�li��i�!i %i%i%i��i !i�!i��i�!i'!i 4 1/2 x5 X 1/2" STEEL GUSSET (8 REQ'D) \��� N 6"x10"x3/8" ELECTRICAL 0j (5) #4 VERT. BARS @ 15" O.C. WITH (5) #4 HORIZ. STEEL TUBE CONDUIT (o w I BARS @ 15" O.C. ON THE 3" DIA. ELECT. WINDWARD & LEEWARD 00 0__ HOLE FACES OF THE FOUNDATION TUBE TO PLATE I 6'-0 -I 3" MIN. CONC. COVER 5/16 GUSSET TO TUBE DO NOT WELD O O GUSSET TO PLATE REINFORCING BARS ELEVATION SIDE VIEW 4.00 CU. YDS. OF CONC. REQ'D. BASE PLATE DETAIL 1 1/2" DIA, x 42" LONG ANCHOR BOLT (4 REQ'D) OPTIONAL VERTICAL SLAB FOUNDATION GRADE 4 1/2 'x5"x 1/2" STEEL 1 1/2" DIA. x 42" LONG GUSSET (8 REQ'D) (10) #4 BARS ON A 33" ANCHOR BOLT (4 REQ'D) ELECTRICAL } Ln CONDUIT PATTERN WITH (6) #3 STIRRUPS @ 4" O.C. AT Q ® 3 TOP 24" THEN, 13" O.C. THEREAFTER > 0 ~ STIRRUP 4 1/2"� f 3" MIN. CONC. COVER ' ® ° HOOK, TYP. r DO NOT CHAMFER GUSSET DETAIL -1 3'-6 DIA. I-- REINFORCING NGBARS 6"00"x3/8" 2.76 CU. YDS. SECTION THROUGH CAISSON AT ANCHOR BOLTS STEEL TUBE ELEVATION OF CONC. REQ'D. OVER/ 4 1/2"x5"x1/2" STEEL OPTIONAL CAISSON FOUNDATION TURN GUSSET (8 REQ'D) xo>E �n aeagne ona am=t ma an a m o-oahg e e of eue sty or INSTALLATION ADDRESS: z i i 1 1/2" DIA. x 42" LONG UNK ns a oonq,for on ppod epednty fa the noted.0k U., these ,°�'lted:Umt`th��tt°' �offU14KEngwhg,�LLLQDbdmmof LAKE ELSINORE CDJR ony of the hformilon endoesd atthh without oonsent of owner,le o MO., ANCHOR BOLT (4 REQ'D) ofhtdlectodp,.Wy and ehdnot beWoreted 31400 AUTO CENTER DR C) I I LAKE ELSINORE, CA 92530 °' Ld i i 20 1/2"x20 1/2"x 1 1/2" 0 l I STEEL BASE PLATE CLIENT: PRINCIPLE GROUP ry 2035 LAKESIDE CENTRE WAY HIGH STRENGTH �F Nq SUITE 250 � AS NON-SHRINK GROUT '�' � lF� rincipte 111 KNOXVILLE, TN 37922 - CONCRETE w \ 43520 e �Z� — — — _ _ — — — FOUNDATION _ ineeiL.L.C. EXPIRES:0613012016 � ANCHOR BOLT PROJECTION DETAIL J C 135 South David Lane Knoxville, Tennessee 37922 I. ��/� �P Ei✓cii✓Fcair✓c Phone: (865) 539-4001• Fax: (865) 539-0851857 gTFOF CAl� Online: www.linkengr.com SHT. 2 BY. JBL Project Number: 14-0815 r of 3 DATE' 08/20/14 Drawing B2501570 1 1/2" STEEL COLUMN DIA. 1 1/2" HEAVY O o HEX NUT O �/ALUM. CHANNEL (ATTACHED TO 0 1 1/2" HEAVY II CABINET) HEX NUT II II II II FF 1 1/2" DIA. x 42" LONG II ANCHOR BOLT (4 REQ'D) �77;4 o CLADDING J SECTION A—A ATTACHMENT LADDER (WELDED TO COLUMN) N 1 1/2" HEAVY HEX NUT 1 1/2" HARDENED WASHER 140- ooda ANCHOR BOLT DETAIL UKKFnghes�iq�AL ted�COW INSTALLATION ADDRESS: epe ag°my for the noted propcl Uee of U ese p tilted deeigne or v Uwut`the mitten om ml off LNK Fng tknahg,LLLLC.D-°of LAKE ELS I N 0 R E C DJ R my of the InformtIon htelectud property md�t not be tolerated.`"'t of°"""' �°" °`"" 31400 AUTO CENTER DR LAKE ELSINORE, CA 92530 CLIENT: PRINCIPLE GROUP 2035 LAKESIDE CENTRE WAY ;a; SUITE 250 r i ��� KNOXVILLE, TN 37922 43520 _, Engineering, LJe� .C. EXPIRES;06/30/2016 � _ 135 South David Lane Knoxville, Tennessee 37922 P) C j V�\ �Q -F✓ci✓EE�i✓c Phone: (865) 539-4001• Fax: (865) 539-0851 C� Online: www.linkengr.com gTFOF CAl\F�� SHT. 3 BY: JBL Project Number: 14-0815 � � �� of 3 DATE` 08/20/14 DrawInB2501570