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HomeMy WebLinkAboutSIGN PLANS 4,I ZasySeats — , � easyseals.com SCANNED BY St. Lucie Counit DESIGN CALCULATIONS FOR GARBER BUICK GIVIC 20rr,22" CHANNEL LETTERS 5255 U.S. i — Fort Pierce GENERAL NOTES: 1. Design is in accordance with the 2010 Florida Building Code for use within and outside the High Velocity Hurricane Zone (HVHZ). 2. Wind loads have been calculated per the requirements of ASCE 7-10 as shown herein. 3. These engineering calculations pertain only to the structural integrity of those systems, components, and/or other construction explicitly specified herein and/or in accompanying engineering drawings. The existing host structure (if any) must be capable of supporting the loaded system as verified by building department or architect / engineer of record. No warranty, either expressed or implied, is contained herein. 4. System components shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. 5. Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2005 Aluminum Design Manual, Part 1A. Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion. 7. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & apellate fees resulting from deviation from this design. Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design Engineer's signature and seal valid for pages 1 through -'�)_ Christian La Easy Seals Jan PE # 67382 th # 29531 1200 N Federal Hwy, #200 Easy Seals .com Baca Raton, FL 33432 Page 1 I _ r Cent 24'-0" r 11-4114" 2 L 8 AN 2 FRD 22" Dealer Letters Scale: 1/4"=1'-(r GFLS 22DLWH - White Faces Required Dedicated Circuits: 1- 20 amp/120 voll Exlstl g Existing 18'-5 114" 2ECertified Service 22" Certified Service Letters GFLS 22CSKL - Black w/White Keyffne Faces ELEMENTS ELEMENT i SIZE (HEIGHT) LENGTH SQUARE Fr. WEIGHT ELECTRICAL Buick Signature - Unibooy Sign- Monochrome 20" 10'-9 118" 17.93 24.28 47 lbs 35 lbs 1 amp 1 amp GMC Signature - Unibooy Sign- Monochrome 28" 10'-4 718" Dealer Name Letters 22" 1 V-4 114" 18'-5 114" 20.82 18lbs1letter .4 ampslletter 1 amp Certified Service Letters 22" 33.6 801bs Center VerticalI on Black Band, Horizontally Center Between Left Edae of Fascia & Left Edae of Tower Scale:1/4"=1'-0" F- 20" volt 20 1/2" 28" L M 1 10-9 1181, EQ �I I EQ Y! r 10'-4 718" I C EQ 4..0.................... ............ ......�� 12-1 1 /4" 20" Buick Signature (UNbody Sign) GFEM 20BUMC - Monochrome Face 28" GMC Signature (Unlbody Sign) GFEM 28GCMC - Monochrome Face Scale: 1/4"=1'-(" Required Dedicated Circuits: 1 - 20 arno1120 volt SCANNED BY St. Lucie County FRONT ELEVATION - East Scale: 1/16"=1'-0" I opt SIGN GROUP INC. 410 N.CEDAR BLUFF RD. • SUITE 101 - KNOXVILLE TN 37923 • Tel 1865) 693.1105 . Fax (808) 694-1106 . Toll Free (866) 218.1976 213-8 9/16" Follison differ from the c reviewThe sire and ***Installer to Verify Measurements Due to Field Variations*** on process to comply with General Motors design guidelines. em� P �120V ❑347V 'mii l 18" Offset From Building I i 1 22'_O" Tower OAH Entry Element Profile Easy Seals AN 08 zms VN 3 General O Design is in accordance with the requirements of the 2010 Florida Building Code for use within & outside the High Velocity Hurricane Zone (HVHZ). © This engineering certifies only the structural integrity of those systems, components, and/or other construction explicitly specified herein. Notes: 0 Electrical notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been performed and no certification of such is intended. 0 Aluminum extrusions shall be 6063T6 or stronger, unless noted otherwise. INSTALLATION INSTRUCTIONS I Ible ANCHORSCHEDULE WALL MATERIAL I ANCHORTYPE SPACING 1/4"THREADED RODS WITH MIN MIN (3) 2" EMBED IN ADHESIVE PER LETTER CONCRETE(3ksi) or 1/4"TAPOONS(OR EQUIV) WITH MIN (3) HOLLOW MASONRY 1.75"EMBED PER LETTER 1/4" EXPANSION ANCHORS WITH MIN (3) 25"EMBED PER LETTER 1/2" PLYWOOD 1/4•TOGGLE BOLTS MIN (3) PER LETTER (NO ACCESS BEHIND) 1/4' WOOD SCREWS OR MIN(3) TAPCONS, FULL EMBED PER LETTER METALSTUDSOR #14 METALSCREWSTO MIN I8ea MIN (3) METALPANEIS STEELOR 0.090"ALUM PER LETTER HOLLOW WALL 1/4" THRUBOLTS OR LAGS TO MIN (3) (BLOCKING BEHIND) I SOLID BLOCKING BEHIND PER LETTER 1. Unaate and inspedfor damage. 2 Position poume petlem sowall pereleretimdrewag and drill halm that pergre saes mpsttme 3. Allah to all parfig dwL 4. Ebcbical: Conned Oe semrdarywa se horn IedNs amordag to layoutpmvided. Conned Powarywves, from prxa supply to acid Pwded Installation of at wthg and detlrmal cameclsons most conform 10 NEC mgoimemsand applicable local codes. At connections must be made by a Foram gwfdad by local code requirements. S'gn and sbucbaal mustbe pmpedy Fronded per requrements ofNEC and local rode requirements. Do not test fighlusing semostmck generator. W+; 5. Test light the sign and dean site ofel installation debris. ELECTRICAL: Agilight 60W Power Supply CIRCUIT LOAD: 20AMP TOTAL CONN LOAD: VARIES EACH POWER SUPPLY=1.OAmp TOTAL CIRCUIT REQ'D-Depends on load Monting Hardware Chart 0 8 3 1/4" Bolts Thru Wall X I X I X 1/4" Lags W/Shields X 1/4" Lag Bolts X 1/4" Tog le Bolts X .erarza vr:vamu N m 2 O H II N tG OO V va u N a O V � Y O C Q .0 V 6 L E � lyLL -SIGN GROUP. INC. � yl A Monochrome Buick Signature W V Q O z MIG NO PEV GMMONg&lIIX A 3 General O Design is in accordance with the requirements of the 2010 Florida Building Code for use within & outside the High Ve Notes: O Electrical notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. Hurricane electrical certifies only the structural integrity certification of such is intended. and/or other construction explicitly specified herein I be 6063 T6 or stronger, unless noted otherwise 0 Ible ANCHORSCHEDLILE WALL MATERIAL I ANCHORTYPE SPACING 1/4" THREADED RODS WITH MIN MIN(3) 2" EMBED IN ADHESIVE PER LETTER CONCRETE(3ksi) or 1/4"TAPCONS(OR EQUIV) WITH MIN(3) HOLLOW MASONRY 1.75"EMBED PER LETTER 114" UPANSION ANCHORS WITH MIN(3) 2.5"EMBED PER LETTER 1/2" PLYWOOD 1/4" TOGGLE BOLTS MIN(3) PER LETTER (NO ACCESS BEHIND) 1/4' WOOD SCREWS OR MIN(3) TAPCONS, FULL EMBED PER LETTER METALSTUDSOR #14 M UAL SCREWS TO MIN 188a MIN(3) METALPANEIS STEEL OR 0.090"ALUM PER LETTER HOLLOWWALL 1/4" THRUBOLTS OR LAGS TO MIN(3) (BLOCKING BEHIND) SOLD BLOCKING BEHIND PER LETTER INSTALLATION INSTRUCTIONS 1. Lamas and inspect fixdamage. 2. Position pomco pattern on was perelevatim dmvdrg and dril holes Net per8w ones on pattern. 3.Ab h Lowall Per roo n fig dirt 4. Electrical: Coarsest the secordarywires has letters acmdmg to layoul pmmded. Corned Primary wires fiom power supply to mad provided Installation of all wiring and electrical connections must anfom to NEC mquremenls and appgcoble kcal codes. All connections must be made by a persm quafdwd by 1=1 code ietimemen6. Sign and strucbnal most be Property grounded per requmr enb or NEC and 1=1 code requbemmis. Do not test light Using service truckgenendar. 5. Test tight the sign and dean site of at installation debris. ELECTRICAL: Agilight 60W Power Supply CIRCUIT LOAD:20AMP TOTAL CONN LOAD: VARIES EACH POWER SUPPLY=1.0Amp TOTAL CIRCUIT REQ'D-Depends on load Monting Hardware Chart c 8 y m .E 3 1/4" Bolts Thru Wall X X X 1/4" Lags W/Shields X 1/4" Lag Bolts X 1/4" Toggle Bolts X Monochrome Buick Signature Easy Seats eaN ere Lars �Fa fXi1'ilnt ieneral O Design is in accordance with the requirements of the 2010 Florida Building Code for use 1 Notes: O Electrical notes, details, & specifications are provided by and are the sole responsibility Hurricane electrical no those systems, components, and/or other construction - O Aluminum extrusions shall be 6063T6 or stronger, specified herein noted otherwise