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HomeMy WebLinkAboutSIGN PLANS 2EasySeats easyseals.i SCANNED BY St. Lucie County DESIGN CALCULATIONS' FOR GARBER BUICK GMC 20",22" CHANNEL LETTERS 5255 U.S. 1— 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 Pg2 Wind Loads Pg 3 Anchor Design Engineer's signature and seal valid for pages 1 through ",:N_ Christian La Easy Seals I PE k 67382 Auth k 29531 1200 N Federal Hwy, #200 Boca Raton, FL 33432 Easy SeQits .com Page 1 J En m O J^ L C tm h O W 'i Z RR LU 0 u Ln 3 CO rm 0 u O m E O u 0 Q i o � � U O U � � W QO o o a :c 0 '' o ti n n n m Y Q CT o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ri ri ti ti ti ti 4 ti ti ti ti ti ri ti ri ri ri ri ti ri 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '+ ti ff .ti '! O O O O O O O O O O O O m N n n m -1 to O1 ry m V m 0 m O1 fn In n o0 m tq m tOf1 N N m troll t lND tm0 tN0 lnD w On r^ n n n n W Om0 N zr n m N V tp CO N t M W Cn Q� Ol 0 0 0 0 .-! ay N N N N N M m m M a a Ln = U� 0 0 0 0. 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N L C u O rl 01 m a w N 00 cn O eel aN w w r% OD 07 01 O 0 ei N 3 a m m m m m M o a a m m M M M M a o a a W E J a x x x x v x x v x x x x4= It: x x x x x x x x o m 0 m 0 m 0 0 0 0 0 0 0 0 0 0 m o 0 m m v c m in W n w m 0 m v m n 0 m d to A a Q i�wsySeals Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: Wall material: Anchor type/size: CALCULATIONS FOR WALL -MOUNTED SIGNS P = 46.0 psf Channel Letter A = 3.3 sqft (per letter, critical) Wood CDX or equly, thickness to match Min Embed 1/4" Toggle Bolt (r) j Ref: Powers Toggle Bolt, catalog Min Embedment: 0.5" Min edge dirt: 2" Min Spacing: 1.5" Anchor tensile capacity: Tcap = 87.5 lb (per anchor) Check Anchors for Pullout Total Reaction: No. of anchors req'd: Rt = 154 lb ... = P*A (per letter) n = 1.8 anchors per letter ... = Rt/Tcap Total anchors required: 2 anchors per letter i OK, critical anchor option shown. Use min (3) anchors per letter. Page 3 CEm if'•d iJd' � IF 22' Dealer Letters Scdo I;d•+r.a• GRS 22L1.tMN � iM,b Fecal AEgW L7cdi.Fd Grcurls: 1-20 emp/720 vel7 2,.Certified Service 22' Certified SerNce letters ;Cale: 114•=P-0, C-FLS 22CSKL • 81wk Mlldio Kcylino Fmw Re uked lJedicofetl ircuilx t-20 am 1120 wR I ELEMENTS J ELEMENT eaE(HUCIM LENGTH &Owe FC WEIGM ELEGTNUL Eftq ISur,* y lLro• UrabrXll%11-MW^,drarle 20' 10A f/8' 17.93 472A lamp EkSiNg G41C Slgnftre • Unrbad7Sk)r MJ Cchrcm9 _ 28' f0'•d 778' 2d.28 - - 33 0s P omp 0w.Vw Na•rva W.Ws-- - - 22' 1T•d OC 20.82 &'1AL'efla d WgWk411w EdsNg I Cur17!exl Sarvd;e!orfcvs 22' 48'S 1ld• _ 33.8 802A 1a•np E9 201/7 ■r i 2I i I 10'-4718" 'I E9 .............. _...... _...................... I 12-11/d• I 20' Buick Slgnahre (Unlbody Sign) GFEM 208UMC-Mcinootva Foco 28' GMC Signattuer (Lklibody Sign) GFEM 28GCMC-Marls t-dc Fore SCCN; SCANNFn A�u1-20emp1120wigui s: , FRONT ELEVATION - East Scclo: i116"=1'-0' I if,Rarr1S0NSIGN GROURINu 410N.CEdNMUFFRO. • MTE101 • RN0Xk1UETN3?M •Tel µ651 (91t1� • iv1Nq 191d101 • TuO,Fme(1/6) 216W11 213'-8 18• Offset From BdUn0 T 22-0' aver OAA j Entry Element Profile INSTALLATION INSTRUCTIONS _�' Edry Seats arse Varies 1. Unamte and inspector damage. 2. PoAm powmpatann on wall perelevation drawing and ddl holes that per Meccas m paEem. 3. Attach to wall Per roaming dart 4. Electrical: Connect the secondary wens from others eanrding to leyond provided. Conned primary wires horn a. supply to about provided Installation of all wing and electrical connections mu at conform to NEC requirements and applicable local cedes. AO connections must be node by a person qualified by local code RgmRments. Sign and sWdmal mustbe propedygrowded Per morements of NEC and local rode regd'vemen9. Do not test fight wig service W&generalm. 5. Test light the sign and dean she of e0 ualahaffon debris. ANCHOR SCHEDULE WALLMATERIAL 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 1/4" EXPANSION 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, FULLEMBED PER LETTER METAL STUDS OR 414 METAL SCREWS TO MIN I8ga MIN (3) METALPANELS STEELOR 0.090" ALUM PER LETTER HOLLOW WALL 1/4° THRUBOLTS OR IAGSTO MIN (3) (BLOCKING BEHIND) SOLID BLOCKING BEHIND PER LETTER 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 1/4" Bolts Thru Wall X X X 1/4" Lags W/Shields X 114" Lag Bolts X 1/4"Toggle Bolts X SCANNED BY St. Lucie Countv Dealer Letter Sets 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 Notes. 0 Electrical notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been p the structural integrity of such is intended. construction or stronger, specified herein noted otherwise Varie Varies INSTALLATION INSTRUCTIONS 1. Unaete and inspect for damage. 2. Position pounce padem an wall per elevation droving and dn11 hales that per the ones on pattem. 3. Attach to wall par mountang short 4. Electrical: Connect the secondary wres from Istlers acaandng to IayvAgouicied. Conred primary tyres tram power supply be davit pladded. Installation of all wiring and dectfi al camedon s =at canlorm to NEC mquarements and applicable local codes. All connectors must be nude bye person quakW bylooal code requeements. Sign and structural mustbe PsgerlygRumded parequiremenb of NEC end local code sayuhrrenm. Do not test light using service buck generator. 5. Test light the sign and dean sas of all losfagetion debns. ANCHORSCHEDULE WALL MATERIAL 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 I.75°EMBED PERLETTER 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) TAPCONSJULLEMBED PER LETTER METALSTUDSOR #14 METALSCREWS TOMIN 18gaFPEIR MIN (3) METAL PANELS STEEL OR 0.090°ALUM R LETTER HOLLOWWALL 1/4° THRUBOLTS OR LAGS TO MIN(3) (BLOCKING BEHIND) SOLID BLOCKING BEHIND LETTER 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 114" Bolts Thru Wall X X X 1/4" Lags W/Shields X 1/4" Lag Bolts X 1/4"Toggle Bolts X 0 �e x�sn LL� as n C 9 as Ym� Z V- CD0 Nm t V E E � u a i X j1Df2011 1fPA7T/S0N SIGN GROUP. INC TIIIf GM Dealer Letter Sets q N V � SLEE I DWG NO REV Q Z C 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 integcity 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