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HomeMy WebLinkAboutPS 13-110; Carlsbad Archway Sign; Sign Permits/Programs (PS) (3)AERIAL PROJECT INFO Project Nome: Carlsbad Welcome Sign Project Address: Carlsbad Blvd north of Carlbad Village Drive. Exact location TBD by City of Carlsbad. Project Description: Fabricate and Install on overhead arch sign spanning Carlsbad Blvd indicating, "Corlsbad" Adjacent Zoning is Y-R Owner: City of Carlsbad, 1200 Corlsbod Village Drive, Corlsbad, CA 92008 Applicant: Mike Howes, AlCf; Howes, Weiler & Assoc, 2888 Loker Ave East, Ste 217, Corlsbod, CA 92010: 760.929.2288 x403 PERIVIIT NO. PS- RFXEIVED NOV 21 2014 CITY OF CARLSBAD BUILDING DIVISION NOV 2 5 2014 I FEDERAL HEATH SIGN COMPANY www. FederalHeath.com Manufaourlng Facil«i« OctansiOt. CA - tulra. Vc - Jxkxmae. C% - DMware. OM Ollice LocatKxn OcearoWe. CA . Las vegas. NV. Laugfilin. Idaho fails. ID - Euless. TX - Jacltsonvllle. TX . San Antonio. IX Houston. TX . Corpus CJrisO. TX . mckanapols. IN Loul»«b KT - KnoKvae. TN - Grafton. WI - (Mawarr. OH WmMbnxK 1 - Juno. MS - Atlanta. GA Tampa. FL . Daytona Beacti. FL . Ortando. R. Building Quality Signage Since 1901 Colors Depictet) in Tnis Rendering May Not Matcn Aaual Finisned Materials Refer To Product Samples Fo« Exact Color Matcn Client Approval/Date: ^ landlord Approval/Date: Account Rep: Lelf Olson Projea Manager: Roy Smith Drawn By: Gene Bourbonnais /(TN Undemirilers Vs*L/ Laboratories Inc. HICTtaCM. TO use U.L. UTTED nf C 1 C(M«<ONENTS /%ND SHAU MEET V.*^ ALt N.E.C. STANOAROS TM I 'F» O PI»0 UNDl ^*( TO COMPLT WITH U L. 4B AND 1 M.i.C. STANOAROS. INCLUDING 1 KG AND tONDINC OP ALL SIGNS 1 This original drawing IS provided as part of a planned project and is not to be exhibited, copied or reproduced the vuritten o f Federa^He^i Si Compj authial^d ^nt^hsc 6'-0' OC W-O" OC NOSCALE • • • • • • • • • • > • • • • FEDERAL HEATH SIGN COM PANY www.FederalHeath.com Manulaaurlng Facilities; Oceanside. CA - Euless. TX - Jadtsonville. TX. Delaware. OH Oflice LocaDons: Oceanside. CA - Las Vegas. NV - Laugniin. AZ Idano Falls. ID - Euless. TX - Jacksonville. TX . San Antonio. TX Houston. 1X - Corpus Chrisd. TX - Indianapolis, IN Louisville. KY - Knoxville. TN - Grafton. Wl - Delaware. OH waiowbrook. IL - Tunica. MS - Atlanta. GA Tampa. FL . Daytona Beacti. FL - OrlanOo. FL Building Quality Signage Since 1901 Colors Depicted In Tnis Rendenng May Not Matcn Actual Finisned Materials. Refer To Pioduct Samples For Exact Color Matcn Client Approval/Date: . landlord Approval/Date: Account Rep: Lelf Olson Project Manager: Ray Smith Dra\Mi By: Gene Bourbonnais \ Underwriters \«Ly t.aboratorles Inc. y~*\ ELECTRICAL TO USE U.L USTED net) COMPONENTS AND SHALL MEET AIL N.E.C. STANDARDS ARTICLE 600 OF THE THE PROPER GROUNDI N"E.'C° "STANDA*OS. "NCLUDING VG AND BONDING OP ALL SIGNS. Project / Location City of Carlsbad 1200 Carlsbad Village Dr. Carlsbad, CA 92008 Job Number: 23-18541-10 Date: 20 May 2014 Sheet Number: 2 Of 7 Design Numtier: 23-18541-10 R22a This original drawing is provided as part of a planned project and is not to be exhibited, copied or reproduced without the written permission of Federal Heath Sign Company, LLC or its authonzed agent, ©FHSC • • • • t • • • • • • • • • • • I • • • • APPROACH FEDERAL HEATH SIGN COMPANY www.FederalHeath.com Manufactunng FaaliDes: Oceanside. CA - Euless. TX - Jacltsonvllle. TX . Delaware. OH Office Locadons: Oceanside. CA - Las Vtgas. NV - LaugWm. AZ Idaho Falls. ID - Euless. TX - Jadoonville. TX - San Antonio. TX Houston. TX - Corpus Christl. TX - Indianapolis. IN Louisville. KY - Knoxville. TN - Graftoa Wl - Delaware. OH Wiliowbrcio.it. IL - Tunica. MS - Atlanta, GA Tampa. R - Daytona Beach, FL - Orlando. FL Building Quality Signage Since 1901 Colors Depleted In This Rendering May Not Matcn Actual Finisned Materiais. Refer To Product Samples For Exact Color Matcn Client Approval/Date: . . Landlord Approval/Date: . . Account Rep: Leif Olson Project Manager: Ray Smith Drawn By: Gene Bourbonnais /'(PN Undenvrilers \»L/ Laboratories inc. ALL ELECTRICAL SIGNS /* \ ELECTRICAL TO USE U.L LISTED ineCI COMPONENn AND SHALL MEET ALL N.E.C. STANDARDS ARTICLE 600 OF IHE THE PROPER GROUND NEC. STANDARDS. INCLUDING NG AND BONDING OP ALL SIGNS. Projea / Location City of Carlsbad 1200 Carlsbad Village Dr. Carlsbad, CA 92008 Job Number: 23-18541-10 Date: 20 May 2014 Sfieet Number: 3 Of 7 Design Number: 23-18541-10 R22a This original drawing is provided as part of a planned project and is not to be exhibited, copied or reproduced without the written permission of Federal Heath Sign Company, LLC or its authorized agent, ©FHSC • • • • • • • • • • • • • • ) APPROACH - NIGHT VIEW FEDERAL HEATH SIGN COM PANY www.FederalHeath.com ManUacumg Faotoes: CJceansiOe. CA - Euless. TX - .ladtsonvHe. TX . Delaware. OH Office Locations Oceanside. CA - Las Vegas. NV - LaugWn. AZ Idahd Fans. ID. Euless. TX - JacKsonvWe. TX - San Amomo. TX Houstoa TX - Coipus Christl. TX - InOianapolB. IN Louisville. KY. Knoxville. TN - Grafton. Wl • Delaware. OH Willowtxoolt. IL - Tunica. MS - Atlanta. GA ISmpa. FL - Daytona Beach. FL - Orlando. FL Building Quality Signage Since 1901 Colors Depicted In This Rendering May Not Matcn Actual Finished Materials Refer To Pioduct Samples For Exact Color Matcn Client Approval/Date.— • landlord Approval/Date:. Account Rep: Leif Olson Project Manager: Ray Smith Drawn By: Gene Bourbonnais /^TN Untlerwrlters Laboratories inc. f* \ ELECTRICAL TO USE U.L LISTED , neC 1 COMPONENTS AND SHAU MEET ALL N.E.C. STANDARDS ARTICLE too OF THI THI PROPER GROUNDI NIC STANDARDS. INCLUDING NG AND BONDING OF ALL SIGNS. FYojea / Location City of Carlsbad 1200 Carlsbad Village Dr. Corlsbad, CA 92008 Job Numt>er: 23-18541-10 Date: 20 May 2014 Sheet Number: 4 Oi 7 Design Number: 23-18541-10 R22a This original drawing is provided as part of a planned project and is not to be exhibited, copied or reproduced without the written permission of Federal Heath Sign Company, LLC or its authorized agent, ©FHSC r-2" PLAN VIEW o 81 "-11" O.C. -30'-10"- 23'-10" 8" PIPE PAINTED BLACK 14"X14" SQ.TUBE PAINTED BLACK CARLSBADI® i o in } GE'EVOLVE' POST TOP EPAS0C5C41H7ABLACK012 CABINET CHANNEL LEHERS CHANNEL BORDER TRUSS SYSTEM \ CROSS BAR W/ END CAPS TO ANCHOR TRUSS SYSTEM TO SUPPORT POLE -•—BRONZE DOm. **'PEAQUE •••• • • • • • • I • ••« TT—r CURBSIDE VIEW CITY OF CARLSBAD SIGN W/ TRUSS SYSTEM, SUPPORT POLES & 2 S/F CABINET SIGNS 76'-0" 80'-9" SIDEWALK VIEW^ FIELD SURVEY AND ENGINEERING REQUIRED SCALE*JffL" = l'-0" (FOR DESIGNER USE ONLY) MANUFAQURE AND INSTALL ONE (1) D/F, PARTIAL ILLUUMINATED WELCOME SIGN, POLES AND TRUSS NOTE: EACH POLE TO ACCOMMODATE ONE (1) DONOR PLAQUE ON SIDE FACING SIDEWALK AND ONE (1) CITY PLAQUE FACING CURB. EACH POLE TO BE TOPPED W/ LAMP POST STYLE GLOBE W/ WARM WHITE LED ILLUMINATION. NOTE: ALL HORIZONTAL SURFACES TO HAVE BIRD DETERRENT SYSTEM (PLASTIC SPIKES) CABINET IS 5" DEER PAINTED DARK BLUE T/M PMS 281C (SATIN FINISH) W/ BLACK PAINTED BORDER SATIN FINISH). "CARLSBAD" IS 5" DEEP CHANNEL LEHERS W WHITE ACRYLIC FACES, RETURNS, & TRIM CAP RETAINERS AND INTERNALLY ILLUMINATED W/ WHITE LEDs BORDER ACCENT IS 3" DEEP AND 3" WIDE OPEN CHANNEL PAINTED (INSIDE AND OUTSIDE) MP 25829 "TAOS SAND BEIGE", ILLUMINATED W/ EXPOSED NEON "VOLTARC TC 2800 TC. EACH POLE PAINTED MP 42204SP "BLACK". TRUSS TO BE PAINTED MP 25829 "TAOS SAND BEIGE" CONNEQION OF ARCH TO THE COLUMNS SHOULD BE AT THE CENTER OF POLES PAINT BLUE T/M PMS 281C MAHHEWS PAINT MP 25829 "TAOS SAND BEIGE" MAHHEWS PAINT MP42204SP BLACK NOTE: ALL PAINT FINISHES TO BE SATIN. FEDERAL HEATH SIGN COMPANY www.FederalHeath.com Manufacturing Facilities: Oceansiae. CA - Euless. IX - Jacksonvnie. IX - Delaware. OH Office Locations: OceansiOe. CA • Las Vegas. iW - Laugfilin, AZ Idaho Falls, ID - Euless, TX - Jaclcsonville. TX • San Antonio. TX Houston. TX . Corpus Cnristi. TX - InOianapolls. IN Louisville. KY - Knouvllle. TN - Grafton. Wl - Delaware. OH Willowbroolc IL - Tunica. MS - Atlanta. GA Tampa. FL • Daytona Beaoi. FL - Orlando. FL Building Qualit/ Signage Since 1901 Colors Depicted In Tnis Rendering May Not Matcn Actual Finished Materials. Refer To Product Samples For Exact Color Match Client Approval/Date: . Landlord Approval/Date: Account Rep: Leif Olson Projea Manager: Roy Smith Drawn By: Gene Bourbonnais /JPN Underwriters V^L/ Laboratories inc. f's ELECTRICAL TO USE U.L USTED n eCl COMPONENTS AND SHALL MEET VLX ALL N.E.C. STANDARDS rHE'pioPE°R°GRCljNDl *»ETOCOMPLTWlTHU.L.4BAND N.E.C. STANDARDS. INCLUDING UG AND BONDING OF ALL SIGNS. Project / Location City of Carlsbad 1200 Carlsbad Village Dr. Corlsbod, CA 92008 Job Number: 23-18541-10 Oa:":' 20 May 2014 Sheet Number: 5 Of 7 Design Numt>er: 23-18541-10 R22a This original drawing is provided as part of a planned project and is not to be exhibited, copied or reproduced without the written permission of Federal Heath Sign Company, LLC or its authorized agent, ©FHSC 5" DEEP BACKGROUND CABINET FOR HOUSING ALL ELECTRICAL COMPONENTS. ACCESS PANELS REQUIRED TO SERVICE COMPONENTS. THIS CABINET TO CONCEAL SUPPORT FRAMING FOR CABINET CABINET TO BE PAINTED BLUE T/M PMS 281C (SATIN FINISH) W/ BLACK PAINTED BORDER (SATIN FINISH) 3" X 3" OPEN CHANNEL BORDER W/ EXPOSED NEON ILLUMINATION. BORDER TO BE PAINTED INSIDE & OUTSIDE MAHHEWS PAINT MP 25829 "TAOS SAND BEIGE" NEON IS VOLTARC TC 2800 TC "CARLSBAD" LEHERS ARE PLEX FACED CHANNEL LEHERS W/ 5" DEEP WHITE RETURNS, WHITE ACRYLIC FACES & WHITE 1" TRIM CAP ILLUMINATION PROVIDED BY WHITE LEDS AND REMOTE POWER SUPPUES HOUSED IN CABINET • •• • • • ••• ENLARGED VIEW OF S/F CABINET NOTE: EACH SIDE OF TRUSS SYSTEM WILL SUPPORT ONE S/F CABINET NOTE: ALL PAINT FINISHES TO BE SATIN. • FEDERAL HEATH SIGN COM PANY www.FederalHeath.com Manulaaurlng FaaliDes: OceansiOe. CA - Euless. TX - Jacksonville. TX - Delaware. OH Office Locations: Oceanside. CA - Las Vegas. NV - Laughlin. AZ Idaho Falls. ID - Euless. TX - Jacksonville. TX - San Antonio. TX Houston, TX - Corpus Cfiristi. TX - Indianapolis. IN Louisville, KY - Knoivllle. TN - (Srafton Wl - Delaware. OH Wilkjwbrook. IL - Tunica. IVIS • Atlanta. GA Tampa. FL - Daytona Beach, FL - Orlando. FL Building Quality Signage Since 1901 Colors Depicted In This Rendering May Not Matcn Actual Finished Materials. Refer To Product Samples For Exact Color Match Client Approval/Date: ^ Landlord Approval/Date: — Account Rep: Leif Olson Project Manager: Roy Smith Drawn By: Gene Bourbonnais /(PN Underwriters V_k/ Laboratories inc. ff\ ELECTRICAL TO USE U.L LISTED neC 1 COMPONENTS AND SHALL MEET ALL N.E.C. STANDARDS ARTICLE 600 OF THE THE PROPER GROUNDI NEC- STANDARDS. INCLUDING NG AND BONDING OF ALL SIGNS. Projea / Location City of Carlsbad 00 Carlsbad Village Dr. Corlsbod, CA 92008 Job Number: 23-1 8541-10 Date: 20 May 2014 Sheet Number: 6 Of 7 Design Number; 23-18541-10 R22a This original drawing is provided as part of a planned project and is noc to be exhibited, copied or reproduced without the written permission of Federal Heath Sign Company, LLC or its authorized agent, ©FHSC r-0" b cvr ou OJ c\r HISTORIC (IP ROUTE This Sign is a Gift to The City of Carlsbad From ^aylorMade^ and Carlsbad Chamber of Commerce It is a Re-creation of the Iconic Carlsbad Sign (circa 1938) Dedicated on • XXXX XX, 2014 ( 1/2^^ -1/4:^ 1/8" \ 1/2" 1 < SECTION AT BORDER-NTS DONOR PLAQUE SCALE:3" = l'-0" TWO (2) REQUIRED 1/2" THICK ALUMINUM PLAQUE W/ DURANODIC BRONZE LEATHEREHE FINISH W/ 1/8" THICK RAISED BORDER, TEXT AND ROSEHES, POLISHED BRONZE FINISH TEXT FONT IS VERDANA BOLD NOTE: VECTOR ART NEEDED FOR "HISTORIC ROUTE" & SHIELD PRIOR TO MANUFACTURING 1 '-0" CD Ccity of .Carlsbad. 1/8" 1/4" 1/8' 1/2" SECTION AT BORDER-NTS CITY PLAQUE SCALE:3" = l'-0" TWO (2) REQUIRED 1/2" THICK ALUMINUM PLAQUE W/ DURANODIC BRONZE LEATHEREHE FINISH W/ 1/8" THICK RAISED BORDER, TEXT AND ROSEHES, POLISHED BRONZE FINISH MOUNTED TO POLE OPPOSITE SIDE OF DONOR PUQUE • • • • • • • • • • • • • • I • • • • • • • • FEDERAL HEATH SIGN COMPANY www.FederalHeath.com Manufacturing Facilities: Oceansiae. CA - Euless. TX - Jacksonville. IX - Delaware. OH Office Locations: Oceansiae. CA - Las Vegas. NV - Laugfilin, AZ Idano Falls, ID - Euless. TX - Jadoonville. IX - San Amonio. TX Houston. TX. Corpus Oinstl. TX - Indianapolis. IN Louisville, KY - Knoxville. TN - Grafton. Wl - Delaware. OH WiHowbfOok. IL - Tunica. MS . Aaama. GA Tampa. FL. Daytona Beach. FL - Ortando. FL Building Quality Signage Since 1901 Colors Depicted In Tnis Rendering May Not Matcn Actual Finisned Materials. Refer To Pioduct Samples For Exact Color Matcn Client Approval/Date: Landlord Approval/Date: Account Rep: Leif Olson Projea Manager: Roy Smith Drawn By: Gene Bourbonnais /'[PN Underwriters V;_L/ Laboratories inc. /•N ELECTRICAL TO USE U.L USTED n e C 1 COMPONEIWn AND SMAU MEET ALL N.E.C. STANDARDS ARtTOCOMeiTWITHU.L.»»ANO N.e.C. STANDARDS. 1 N C l U D 1 N G MG AND BONDING OF Alt SIGNS. Fh-qject / Location City of Corlsbod 1200 Corlsbad Village Dr. Corlsbod, CA 92008 Job Number: 23-18541-10 Date: 20 May 2014 Sheet IMurnbef. 7 Of 7 Design Number; 23-18541-10 R22a This onginal drawing is provided as part of a planned project and is not to be exhibited, copied or reproduced without the written permission of Federal Heath Sign Company, LLC or its authorized agent, ©FHSC STREET LIGHTS (CIRCUITS #4) 4 PLEX WEATHER PROOF RECEPTACLE (CIRCUITS #3) FOR FUTURE USE 20 Ai^P DOUBLE POLE WEATHER PROOF DISCONNECT SWITCH (CIRCUITS #1 & #2) 20 Af^^P SINGLE POLE WEATHER PROOF DISCONNECT SWITCH (CIRCUITS #1 & #2) 2-11 1/2" ,. EAST SIDE OF ROAD { iELECTRICAL F_E.ED ""'(TY'ofiHERS) 0 SIGN A ELEVATION SECTION ELECTRICAL- NOTES: ELECTRICAL NOTES: SCALE: 1/8" D/F SIGN r-0" (1) 20 Ai^P DOUBLE POLE WEATHER PROOF DISCONNECT SWlTCH (2) U.L. LABEL REQ'D. (2) DATA LABEL REQ'D. CUSTOMER TO PROViDE (3) 120 VOLT x 60 Hz x 20 AMP DEDICATED CIRCUITS AT BASE OF SIGN 1. ALL ELECTRICAL WORK TO CONFORM TO THE REOUIREli<EK|TS OF UL48 AND SECTION 600 OF NEC. 2. UL AND DATA LABELS REQUIRED. 3. SIGNS TO BE 6-FT HORIZONTAL Sc 12-FT VERTICAL FROM HIGH VOLTAGE WIRES 4. (1) 20 AMP DOUBLE POLE WEATHER PROOF DISCONNECT SWiTCH REQUIRED. 5. (3) 120 VOLT X 60 Hz X 20 AMP DEDICATED CIRCUITS REQUIRED. SIGN COMPANY 4602 NORTH AVENUE. OCEANSIDE. CA. 92056 (760) 941-0715 This orlginol drawing is provided os port of o plonned project and is not to be exhibited, copied or reproduced Without the pernnission of Federol Heath Sign Company LLC or its authorized agent.© ^ART DESIGN REFERENCE jy23-1854l-10-R18J CNO. REVISIONS DATE BY ^ ------ ---- ----- y CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 ""DESIGN NO; E-1105214 PROJECT MGR.: ^ R. SMiTH DRAWN BY: PH DATE: 11/20/14 .OB NO: 23-18541-10 SHEET NO: E-1 \\MBI-FiLE\MBI-Operotions\Engineering\Signs\Projects\20l4\l40061\140061-132r1\PDF\CiTY OF CARLSBAD CARLSBAD, CA #23-18541-10 ELECTRICALdWg 5'-5"X30'-10 S-F CABINET WIRING DIAGRAM 120 Volt 53 MODS POWER SUPPLY 90 MODS 82 MODS POWER SUPPLY 62 MODS POWER SUPPLY METAL ENCLOSURE 12vdc/60w OUTPUT SWITCHED DISCONNECT ELECTRICAL INFO: (LEDS) (267) UNITS 701269-WLPY-MB V-SERIES WHITE =88' (90 MODS /PS MAX) (4) I2.0VDC 701507-MODW 60 WATT POWER SUPPLY @l.DAMPS EA TOTAL LED ELECTRICAL LOAD =4.00 AMPS ELECTRICAL INFO : (NEON) T-m T-#2 (9) UNITS ISMM VANILLA ACCENT TC2800 NEON - (1) 9-30 NPP TRANSFORMER @ 2.25 AMPS - (1) 10.5-50 NPF TRANSFORMER @ 2.62 AMPS - TOTAL NEON ELECTRICAL LOAD: 4.87 AMPS TOTAL CIRCUIT LOAD: 8.87 AMPS (I) CUSTOMER PROVIDED 20A/I20V/60HZ DEDICATED CIRCUIT REQUIRED =76'-6" l)©Oil ©ff IfflilflS SOpD SDiialE (g@llff^^ T-#2 = 10.5/30 = 41'-6 T-9/30 = 34-9" #1 15MM ACCENT VANILLA 6'--9" -Jl 15MM ACCENT VANILLA 9'--6" #1 15MM ACCENT VANILLA 8'-9" #1 15MM ACCENT VANILLA 8'--9" #1 15MM ACCENT VANILLA 9'-6" #1 15MM ACCENT VANILLA 8'-0" #1 15MM ACCENT VANILLA 8'-6" #1 15MM ACCENT VANILLA 8'-6" #1 15MM ACCENT VANILLA 8'-0" SIGN COMPANY 4602 NORTH AVENUE. OCEANSIDE. CA. 92066 (760) 941-0715 This original drowing is provided as port of o planned project and is not to be exhibited, copied or reproduced Without the permission of Federai Heath Sign Company LLC or its authorized ogent.® ART DESIGN REFERENCE #23-18541-10-R18 (HO. REVISIONS DATE BY ^ As ---- /(s ---/6\ -- /fs ------ J CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAO, CA 92008 DESIGN NOI E-1105214 PROJECT MGR.: R. SMiTH DRAWN BY: PH DATE: 11/20/14 23-18541-10 \\MBI-FiLE\MBI-Operotions\Engineering\Signs\Projects\2014\140061\l40061-132r1\PDF\CITY OF CARLSBAD CARLSBAD, CA #23-18541-10 ELECTRICALdWg CARLSBAD, CA COMM #; 140061.132r1 299 N. WEISGARBER RD. SUITE 101 KNOXVILLE, TENNESSEE 37919 PHONE: 865 584 0999 FAX: 865 584 5213 UC LOUIS J. CORTINA, P.E. sign engineering, stmctural engineering SIGN COMPANY 4602 NORTH AVENUE, OCEANSIDE, CA. 92066 (760) 941-0716 This original drawing is provided os port of a plonned project and is not to be exhibited, copied or reproduced without the permission of Federai Heath Sign Company LLC or its authorized agent.© ART DESIGN REFERENCE #23-18541-10-R18 NO. REVISIONS DATE BY ^ 4\ GENERAL REVISIONS 9/24/14 PH /^ -- /ts --- i^ ---/fs --- A --- --- J CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 "bESIGN NO: S-0701614A PROJECT MGR.: ^ R. SMiTH DRAWN BY: PH DATE; 8/5/14 JOBNO: 23-18541-10 \\MBl-FILE\MBI-0perations\Engineering\Signs\Proiects\2014\140061\140061-l32r1\140Q61-132r1.dWg STL HSS TRUSSED FRAME STL HSS4x3x1/4 (MAIN CHORDS) STL HSS3x3x3/16 (TYP. TOP & BOTTOM) 0 PLAN SCALE: 3/16" = I'-O" GENERAL NOTES: 1. 2. 3. 4. B. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB SITE. STRUCTURAL STEEL PIPE SHALL CONFORM TO NOTED SPECIFICATIONS. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36. WELDING SHALL CONFORM TO AWS D 1.1 A AiSC SPECS. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDER. ISOLATE ALUMlNuM FROM STEEL ALL BOLT HOLES TO BE DRILLED OR PUNCHED. ALL ELECTRICAL WORK TO CONFORM TO THE REQUIREMENTS OF UL48 AND SECTION BOO OF NEC. UL AND DATA LABELS REQUIRED. SIGNS TO BE 6-FT HORIZONTAL & 12-FT VERTICAL FROM HIGH VOLTAGE WIRES. CONCRETE TO HAVE F'C=2500 PSI MiN. O 28 DAYS. (3000 PSI FOR SPREAD FOOTING OPTION) DESIGN IS BASED ON 110 MPH WIND, 3-SEC GUST, EXPOSURE C. (2013 CALIFORNIA STATE BUILDING CODE, ASCE 7-10) CONNECTION BOLTS; ASTM A325 STEEL ANGLES. CHANNELS, STRUCTURAL SHAPES & PLATES ASTM A36 THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS & METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY, NO FIELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE ALLOWED WITHOUT THE ENGINEER'S APPROVAL ALLOWABLE SOIL BEARING PRESSURE ASSUMED: 1500 PSF ASSUMED HORIZONTAL (PASSIVE PRESSURE) ASSUMED AT 200 PSF/FT OF DEPTH, ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH. FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. THE SOIL BEARING CAPACITY IS TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. IF ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS LESS THAN THE ABOVE ASSUMED AND/OR CALCULATED PRESSURES, THE ENGINEER SHOULD BE CONTACTED FOR RE-EVALUATION. EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE. ADEOUATELY BRACE POLE(S) UNTIL CONCRETE HAS SET UP FOR 14 DAYS. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS FURNISHED BY OTHERS. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAiNT TO INHIBIT CORROSION. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER. THE SCOPE OF ENGINEERING FOR THIS SEALED PRINT IS LIMITED TO THE STRUCTURAL COMPONENTS LABELED ONLY. ALL OTHER ELEMENTS BY FEDERAL HEATH. • • • i ' / \ HSS 8 5/8"0 x1/4" f(TYP.) r PLATE (TYP.) 0 WELD DETAIL SCALE: NTS CARLSBAD, CA COMM #: 140061.132r1 299 N. WEISGARBER RD. SUITE 101 KNOXVILLE, TENNESSEE 37919 PHONE: 865 584 0999 FAX: 865 584 5213 LOUiS J. CORTINA, P.E. LJC sign engineering, structural engineering SIGN COMPANY 4602 NORTH AVENUE, OCEANSIDE, CA. 92056 (760) 941-0715 This originol droWing is provided as port of o planned project ond is not to be exhibited, copied or reproduced Without the permission of Federal Heoth Sign Company LLC or its outhorized ogent.® ART DESIGN REFERENCE #23-18541-10-R18 CNO. REVISIONS DATE BY ^ A (<EK|ERAL REVISIONS 9/24/14 PH ---/ts ---/fss ---/ts ------- CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 TDESIGN NO: S-0701614A PROJECT MGR.: ^ R. SMiTH DRAWN BY; PH DATE: 8/5/14 JOB NO: 23-18541-10 S-2 8 \\MBI-FILE\MBI-0perations\Engineering\Signs\Projects\2014\140061\l40061-132r1\140061-132r1.dWg CABINET TO FRAME CONNECTION BY OTHERS STL HSS2x2x3/16 OUTRIGGER WELDED TO TRUSSED FRAME (TYP.) STL. HSS2x2x3/16 CABINET FRAME (TYP.) 0 SF CABINET ELEVATION SECTION (TYP. OF 2) SCALE: 3/8" = I'-O" (TYP.) CARLSBAD, CA COMM #: 140061.132r1 WELD DETAIL SCALE: NTS 299 N. WEISGARBER RD. SUITE 101 KNOXVILLE, TENNESSEE 37919 PHONE: 865 584 0999 FAX: 865 584 5213 LJC LOUiS J. CORTINA, P.E. sign engineering, stnjctural engineering SIGN COMPANY 4602 NORTH AVENUE. OCEANSIDE, CA. 92056 (760) 941-0715 This original drawing is provided as port of a planned project ond Is not to be exhibited, copied or reproduced Without the permission of Federol Heath Sign Company LLC or its outhorized agent.® [ART DESiGN REFERENCE #23-18541-10-R18 ^ rNo. REVISIONS DATE BY ^ GENERAL REVISIONS 9/24/14 PH --/ts -----AS --------- J CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 ••DESIGN NO: S-0701614A PROJECT MGR.: R. SMiTH DRAWN BY: PH DATE: 8/5/14 JOBNO: 23-18541-10 —J S-3 8 \\MBI-FILE\MBI-Operations\Engineering\Signs\Projects\2014\140061\140061-132r1\140061-132r1.dWg ROUND HSS5.563"x.500" (TYP.) ROUND HSS4.500"x.375" (TYP.) 1"0 ROD W/THREADED ENDS (TYP.) STL HSS14X14X1/2 0 ELEVATION SECTION DETAIL (TYP.) SCALE: 1" = 1'-0" SIGN COMPANY 4602 NORTH AVENUE, OCEANSIDE. CA, 92056 (760) 941-0715 This original drowing is provided os port of o planned project ond is not to be exhibited, copied or reproduced Without the permission of Federal Heath Sign Company LLC or its authorized ogent.® [ART DESIGN REFERENCE #23-18541-10-R18 ^ CNO REVISIONS DATE BY ^ A GENERAL REVISIONS 9/24/14 PH /^ --- /ts --- /^ -- /ts -- --- 1 /ts --- J CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 'DESIGN NO: S-0701614A PROJECT MGR.: R. SMiTH DRAWN BY: PH DATE: 8/5/14 JOBNO: 23-18541-10 V J \\MBI-FILE\MBI-0peratIons\EngIneering\Signs\Projects\2014\140061\14006l-132r1\l40061-132r1.dWg FAB. ALUM. INTERNALLY ILLUMlNATED PLEX FACED CHANNEL LETTER (TYP.) STL. HSS2x2x3/16 OUTRIGGER WELDED TO TRUSSED FRAME (TYP.) SF FAB. .125 ALUM. CAB. (TYP.) 0 SF CABINETS PLAN SCALE: 3/8" = I'-O" • • • • • • • • • • • • • • • • •••••• CARLSBAD, CA COMM #; 140061.132r1 r~ 299 N. WEISGARBER RD. SUITE 101 KNOXVILLE, TENNESSEE 37919 PHONE: 865 584 0999 FAX: 865 584 5213 LOUIS J. CORTINA, P.E. LJC sign engineering, stnjctural engineering SIGN COMPANY 4602 NORTH AVENUE, OCEANSIDE, CA. 92056 (760) 941-0715 This original drawing is provided os port of o plonned project and is not to be exhibited, copied or reproduced Without the permission of Federal Heath Sign Company LLC or its outhorized ogent.® [ART DESIGN REFERENCE i?23-18541-10-R18 ^ No. REVISIONS DATE BY ^ GENERAL REVISIONS 9/24/14 PH ---/ts ----/ts --------- J CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 ^DESIGN NO: PROJECT MGR.: S-0701614A R. SMiTH DRAWN BY: DATE: PH 8/6/14 JOB NO: 22 18541-10 \\MBI-nLE\MBI-Operotions\Engineering\SIgns\Projects\2014\140061\140061-132r1\140061-132r1.dWg STL HSS2x2x3/16 CABINET FRAME (TYP.) .125" ALUM. FACE (TYP.) .063" ALUM. BACK (TYP.) .040" ALUM. RETURN (TYP.) .177" ACRYLIC FACE (TYP.) .050" ALUM. BACK (TYP.) 1/4"(S SS SELF DRILLING HEX SCREW (TYP.) (MiN 6 PER LETTER) FAB. ALUM. INTERNALLY ILLUMlNATED PLEX FACED CHANNEL LETTER (TYP.) m • • • « • CARLSBAD, Cfl COMM #: 140061.132r1 SCALE: 11/2" = I'-O" 299 N. WEISGARBER RD. SUITE 101 KNOXVILLE, TENNESSEE 37919 PHONE: 865 584 0999 FAX: 865 584 5213 LJC LOUIS J. CORTINA, P.E. sign engineering, structural engineering SIGN COMPANY 4602 NORTH AvENUE. OCEANSIDE, CA. 92056 (760) 941-0715 This original drawing is provided os port of o plonned project and is not to be exhibited, copied or reproduced Without the permission of Federol Heath Sign Compony LLC or Its authorized agent.® ART DESIGN REFERENCE #23-18541-10-Rl 8 rNo. REVISIONS DATE BY ^ A GENERAL REVISIONS 9/24/14 PH /fts --- /ts --- /6s -- /ts --- /f\ ---^2S^ --- J CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 •DESIGN NO: S-0701614A PROJECT MGR.: R. SMiTH DRAWN BY: PH DATE: 8/5/14 JOB NO: 23-18541-10 \\MBI-FILE\MBI-0perQtions\Engineering\Signs\Projects\20l4\140061\l4006l-132r1\140061-132r1.dWg ss POP RIVET (TYP.) .080" FORMED ALUM. CHANNEL FACE STIFFENER (AS REQUIRED) PLUG WELD STL. HSS2x2x3/16 CABINET FRAME HSS2x2x3/16 OUTRIGGER WELDED TO TRUSSED FRAME .125" ALUM. FACE .063" ALUM. BACK > 0 SECTION DETAIL (TYP.) SCALE: 6" - I'-O" SS POP RIVET .125" ALUM. FLANGE .063" ALUM. BACK CARLSBAD, CA COMM #: 140061.1 32r1 299 N. WEISGARBER RD. SUITE 101 KNOXVILLE, TENNESSEE 37919 PHONE: 865 584 0999 FAX: 865 584 5213 LOUiS J LJC CORTINA, P.E. sign engineering, structural engineering SIGN COMPANY 4602 NORTH AVENUE, OCEANSIDE, CA. 92056 (760) 941-0715 This original drowing is provided os port of o planned project ond is not to be exhibited, copied or reproduced Without the permission of Federol Heath Sign Compony LLC or Its authorized agent.® [ART DESiGN REFERENCE #23-18541-10-R18 ^ CNO. REVISIONS DATE BY ^ A GENERAL REVISONS 9/24/14 PH /fSs -- /ts ---/fls --/ts -- ^ ------ J CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 "DESIGN NO: S-0701614A PROJECT MGR.: R. SMiTH DRAWN BY: PH DATE: 8/5/14 JOB NO: 23-18541-10 S-7 8 \\MBI-FILE\MBI-0perations\Engineering\Signs\Projects\2014\140061\l40061-132r1\140061-132r1.dWg r SPECIAL INSPECTIONS 2012 - GENERAL NOTES 1. Special Inspection is defined by the building code as "Inspection as herein required of the materials, installation, fabrication, erection or placement of components and connections requiring special expertise \a ensure compliance with approved construction documents and referenced standards (see Section 1704)." 2. Definitions of special inspection frequency. 2.1 Continuous - The full-time observation of work requiring special inspection by an approved special inspector who is present in the area where the work has been or is being perfcjrmed and at the completion of the work. 2.2 Periodic - The part-time or intermittent observation of work requiring special inspection by an approved special inspector who is present in the area where the work has been or is being performed and at the completion of the work. 3. The owner or the owner's agent shall employ one or more special inspectors to provide inspections during construction on the types of work listed under Section 1704. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspectksn of the particular type of construction or operation requiring special inspection. The special inspector shall disclose all possible conflicts of interest so that objectivity can be confirmed by the building official and/or the design professional. 4. Special inspections are as defined in specification section 014500. All other testing falls under specification section 01400C. 5. Report requirements: 5.1 Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official, and to the registered design professional in responsible charge. Reports shall indicate that work inspected was done in conformance to approved construction documents. 5.2 Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention ofthe building official and to the registered design professional in responsible charge prior to the completion of that phase of the work. 5.3 A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of the work. 6. In the event that the project locale does not require a building official to be involved, the owner or owner's agent shall review the special inspection requirements with the design professional fo determine which items for special inspection are mandatory. 7. Special inspection items listed in the foliowing tables are required if the inspection item pertains to the project. SPECIAL INPECTiONS - STATEMENT OF SPECIAL INSPECTIONS Project: Carlsbad Welcome Sign Location: 1200 Carlsbad Village Dr. Carlsbad, CA 92008 Design Professional in Responsibfe Charge: This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements ofthe Building Code. It irK:ludes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the fojiojwng disciplines: 1^1 Structural I I Architectural I I Mechanical/Electrical/Plumbing • Other: The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Destgn Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Register Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsibte Charge. A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall t)e submitted to the Building Official and the Registered Design Professional in Responsible Charge prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: or| I per attached schedule. Prepared by: /-dsns Gy/UTfr.//^ Vertfication and Inspection Service Y/N Extent Referenced Standard 1704.2.5 Inspection of Fabricators 1. Verify fabrication/ qualtty control procedures In-Plant Review Y Periodic 1705.2 Steel Construction 1705.2.1 Special Inspection for Structural Steel AISC 360 1. Material verification of high-strength botts, nuts and washers: Review material markings and certificates of compliance N Pertodic Appiicabie ASTM material specifications; AISC 360, Section A3.3 2. Inspection of high-strength bolting: a. Bearing-type connecttons Field Inspection Y Periodic AISC 360, Sectton M2.5 IBC 1704.3.3 b. Pre-tensioned or slip-critical Field Inspection AISC 360, Sectton M2.5 IBC 1704.3.3 "Turn of nut with matohlng markings N Continuous -Direct Tension indicator N Continuous -Twist off bolt N Continuous -Turn of nut without matching markings N Continuous -Calibrated wrench N Continuous 3. Materiai verification of structural steel: a. Identification markings Field Inspection N Periodic ASTM A6 or ASTM A568 IBC 1708.4 b. Certified mill test Submittal Review N Periodic ASTM A6 or ASTM A568 IBC 1708.4 4. Weld filler materials Review certificate of compliance and field verification N Pertodic AISC 360, Section A3.5 5. Structural steel welding: Shop and field Inspection a. Complete and partial penetration groove welds N Continuous AWS Dl.l; IBC 1704.3.1 b. Multipass fillet welds N Continuous AWS Dl.l; IBC 1704.3.1 c. Single-pass fillet welds > 5/16° N Periodic AWS Dl.l; IBC 1704.3.1 d. Single-pass fillet welds < 5/16" N Periodic AWS D1.1;IBC 1704.3.1 1705.2.2 Verification and inspection ofsteel construction otherthan structural steel: 1 Material verification of cold-formed steel Submittal Review Y a. Identifcation markings to conform to ASTM standards specified in approved construction documents. Periodic Applicable ASTM material standards b. Manufacturer's certified test reports. Perbdic 2. nspection of welding: Shop and field Inspection Y a.1 -loot and roof deck welds Field Inspection Y Periodic AWS D 1.3 b.1 Verification of weldability of reinforcing steel other than ASTM A 706 N Periodic AWS 01.4; ACI 318:3.5.2. b.2 Reinforcing steel-resisting flexural and axial forces in intermediate and special moment frames, and boundary elements ofspecial reinforced concrete shear walls and shear reinforcement N Periodic AWSD1.4; ACl 318:3.5.2. b.3 Shear reinforcement N Periodic AWSD1.4; ACI 318:3.5.2. b.4 Other reinforcing steel N Periodic AWSD1.4; ACI 318:3.5.2. 3. Verify welders are certified with current papers and certifications represent the welding technique used. Submittal Review Y Periodic 4. nspection of steel frame joint details for compliance with approved construction documents: Field Inspection Y Periodic a. details such as bracing and stifianing IBC 1704.3.2. b. \1ember locations IBC 1704.3.2. c. Application of joint details at each connection IBC 1704.32. Verification and Inspection Service Y/N Extent Referenced Standard 1705.3 Concrete Construction 1. Inspection of reinforcing steel, including tendons, and placement. Field Inspection Y Periodto ACI 318: 3.5, 7.1-7.7 IBC 1913.4 2. Inspection of reinforcing steel welding in accordance with Steel Constructton Table, Item 5B. Field Inspection N Continuous AWS D 1.4 ACI 318: 3.52 3. Inspection of anchors cast in concrete where allowable loads heve been increased or where strength design is used. Field Inspection N Periodic ACI 318: 8.1.3,212.8 IBC 1908.5, 1090.1 4. Inspection of anchors post-installed in hardened concrete members. Field Inspection/Anchor Capacity Testing Y Pertodic ACI 318: 3.8,6., 8.1.3, 21.2.8 5. Verifying use of required design mix with approved mix design. Field Irispection Y Pertodto ACl 318: Ch. 4, 5.2-5.4 IBC 1904.2.2. 1913.2, 1913.3 6. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete for each test. Field Inspection Y Continuous ASTMC 172, ASTMC 31, ACl 318: 5.6, 5.8 IBC 1913.10 7. Inspection of concrete and shotcrete placement for proper application techniques. Field Inspection Y Continuous ACl 318:5.9, 5.10 IBC 1913.6, 1913.7, 1913.8 8. Inspection for maintenance ofspecified curing temperature and techniques. Field Inspection Y Periodic ACl 318: 5.11-5.13 IBC 1913.9 9. Inspection of prestressed concrete: N a. Application of prestressing forces. Field Inspection N Continuous ACI 318: 18.20 b. Grouting of bonded prestressing tendorrs on the seismic-force-resisting system. Field Inspection N Continuous ACI 318: 18.18.4 10. Erection of precast concrete members. Field Inspectton N Periodic ACI 318: Ch. 16 11. Verification of in-situ concrete strength, prior to stressing of tendons in posttensioned concrete and prior to removal of shores and forms from beams and structural slabs. Field Inspection N Periodic ACl 318: 6.2 12. Inspect formwork for shape, location and dimensions ofthe concrete member being formed. Field Inspection Y Periodic ACl 318: 6.1.1 Verification and Inspectton Service Y/N Extent Referenced Standard 1705.8 Cast-ln-Place Deep Foundation Elements 1. Observe drilling operations and mairrtain complete and accurate records for each element. Field Inspection Y Continuous 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end-bearing strata capacity. Record concrete or group volumes. Field Inspection Y Continuous • ••• • • • • • • • ••• • • • • • • • • •• • ••• • « • ••• • • • (type or priiit name] Signature Signature Owner's Acceptance: "^ate Signature Building Official's Acceptance: CARLSBAD, CA COMM #: 140061.132r1 299 N. WEISGARBER RD. SUITE 101 KNOXVILLE, TENNESSEE 37919 PHONE: 865 584 0999 FAX: 865 584 5213 LJC LOUIS J. CORTINA, P.E. sign engineering, structural engineering [X][gZ^™ SIGN COMPANY 4602 NORTH AVENUE. OCEANSIDE, CA. 920B6 (760) 941-0715 This original drawing is provided as port of o planned project and is not to be exinibited, copied or reproduced Without the permission of Federai Heath Sign Company LLC or Its authorized agent.© ART DESIGN REFERENCE #23-18541-10-R18 fNO. REVISIONS DATE BY A\ BENERAL REVISIONS 9/24/14 PH /fts --- /ts ---/ts ---/ts --- /^ ----- CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 ''DESIGN NO: S-0701614A PROJECT MGR.: R. SMiTH DRAWN BY: PH DATE: 8/5/14 .OB NO: 23-18541-10 L J S: \EngineerIng\SIgns\Projects\2014\140061 \140061 -132r1 \140061 -132r1 .dWg