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HomeMy WebLinkAboutSIGN PLANS 1FasySeals easyseals.com DESIGN CALCULATIONS FOR GARBER BUICK GMC 28" 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. S. 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. SCANNED BY St. Lucie County Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Anchor Design Engineer's signature and seal valid for pages 1 through _*15 Christian La Easy Seals PE # 67382 th # 29531 N Federal Hwy, g200 Easy Seals .com Boca Raton, FL 33432 Page 1 F 11'41/4" FD� MD MD 2 LlZl D 22" Dealer Letters Scale: 1/4"=1'-0" GFLS 22DLWH - White Faces Required Dedicated Circuits: 1- 20 amp1120 volt W> Existing Existing Existing Cent 24'-0" 18'-5 114" 2Lcertified Service 22" Certified Service Letters Scale: 1/4"=1'-a' GFLS 22CSKL - Black w/White Keyllne faces ELEMENTS ELEMENT SIZE (HEIGHT) LENGTH SQUARE FT. I WEIGHT I ELECTRICAL Buick Signature - Unibody Sign- Monochrome GMC Signature - Unibody Sign- Monochrome 20" 28" 10'-9 1/8" 10'-4 718" 17.93 47lbs 1 amp 1 amp 24.28 35 Ibs Dealer Name Letters 22" Certified Service Letters 22" 11'-4 114" 18'-5 114" 20.82 33.8 8lbs/letter j 80 lbs .4 amps/letter 1 amp Center Verticallyy on Black Band, Horizontally Center Between Left Edge of Fascia & Left Edge of Tower m m E61 201/2" I 10-91181, r ° WWII: r 10'4 718" I EQ L...........................................�� 12'-1 1/4" 20" Buick Signature (Unibody Sign) GFEM 20BUMC - Monochrome Face 28" GMC Signature (Unlbody Sign) GFEM 28GCMC - Monochrome Face Scale: 1/4"=l'-0" Required Dedicated Circuits: 1 - 20 amp1120 volt SCANNED BY St. Lucie County I FRONT ELEVATION - East Scale: 1116"=1=0" I 1f PAMSONSIGN NC 410 NXEDAR BLUFF RD.. SUITE 101 • KNOXVILLE TN 37923 • Tel (865) 693.1105 • Fax (888) 694.1106 . Toll Free (866) 218.1976 213'-8 9/16" Fbtffson rm the c istaller to Ve Due to Field 18" Offset From Building I i 22-0" Tower OAH Entry Element Profile ammencis signage sed on the Design Intent Drmvings provided by Gensler. It your final approved design documents ;¢e it is mocimmen ed that your General Conlmdor send Ilse revised dimensions of your building facade for oddilicnol � 284568 �ACM reveals (seams) is a vital pgdofour recommendation process tocomply with General Metorsdesi roguidelines.Garber BulckGMC rements Tb° imedmu' °+^���" "3 1� Ft. Pierce, FL *#3 jp• Q), u�tmcdrt<�6we.:dc�°dr>xroaear#trlmms ,/❑12ov E]347v ff ►. - 12-10-14- c m c us Itandca7'^V•9'•"�9 Wlm�ydAetigo ^— ► . A. Matthews t; IR 20 � n N N O U N 9 A V � a� E o o >w oQ n¢ W N J ¢i 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. %, Easy Seals zol { Iall 1.1uv aZ 9 ierein. _. _ �rwise. INSTALLATION INSTRUCTIONS Easy Seals IDIe 1. primate and haperdfor damage. 2. Posiion pourawpatlem on wall per elevation drawing and dell hobs that par the Ones on padem. 3. Attach ro wren pa marngng dmrt 4. Electrical: Carried the secardenyRnesfmm lagers eeomsing to layout provided. Conned primary vies from power supply to dmun provided. hcslallabon of at woiq and electrical oomerEons must conform to N EC requve mods and applicable 1=1 modes. A3 coarrectiarc must be made by a person qualified by1=1 code requirements. Sign and structural muslbe pmgedy grounded per requuemenb of NEC andbmlmde requhements. Do not test fight using servuxbuck generator. 5. Test light the s�n end dean sae of al 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 A c 114" Bolts Thru Wall X X X 1/4" Lags W/Shields X 1/4"Lag Bolts X 1/4"Toggle Bolts X GMC Unibody os :m 0ue, Nm M� 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). O 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.