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HomeMy WebLinkAboutProject DescriptionDocu9ign Envelope ID: C3C77A59-30F6-4AD1-9F11-2D.C8129255C8 - . -- _••,, _---_• Allen Industries Overall Height: Metro by T-Mobile Wind Speed Ft. Pierce, FL 15'-0" Max Project Description 4856 N Kings Hwy #20 Table of Contents SHEET: 1 'OF 2 Sean M. McFarland, P.E ME Job: 49230 N01 Content: Page Design Loads...................1 ULTIMATE LOADS Connection Design...............1-2 Overall Size: ' 1'-8" x 12'-6" Mounting Height:15'-0" Max Mounting Style: Raceway Mounted Channel Letters, Various Attachment Methods Structural Variables and Code Loading Specifications Sign Type: I Channel Letters / Wall Signs I Code: 12017 FBC 6th Ed. Existing Wall Material: Various Wind Speed: 170 Sign Weight Per Foot: 15 _ Wind Exposure: C Wind Loads Per ASCE 7=10 Connection Design Using ASCE 7-10 (Simplified Procedure) Topography: Homogeneous I = 1.15 (Table 6-1) Exposure: C lambda = 1.21 (Figure 6-3, Exp. C, height=15 ft) Enclosure: Enclosed Structure: Components and Cladding Zone. = 5 (End -Wall - Worst Case) Building: Category II Effective Wind Area = 10 Sq. Ft. Net Wind Pressure = -58.1 (Figure 6-3) Total Load Pnet = (lambda)*I*Pnet Pnet (15) _ -80.85 PSF Sign Loads Area Pressure Tension Shear DocuSlgned by: �� �� I G� (Suction) Force Force Large Letters (EA) 1.1 FT^2 -80.8 PSF -88 LBF 5 LBF 18DD4704DCE5405... Small Letters (EA) 0.3 FTA2 -80.8 PSF -22 LBF 1 LBF Dots (EA) 0.1 FTA2 -80.8 PSF -5 LBF 0 LBF Tension Connection Design Connections Tension / 3/8" Dia. HY-20 1/4" Dia. 3/8" Dia. 3/8" Dia. 3/8" Dia. Total Connection 3/8" Dia. Kwik Bolts Tapcons Liberty Bolts Lags (2x) Thru Bolts Total Raceway 8 -82 LBF 250 LBF 10 -65 LBF 95 LBF 8 -82 LBF 250 LBF 8 -82 LBF 245 LBF 6 -109 LBF 350 LBF Components to Raceway Large Letters (EA) 4 Small Letters (EA) 3 Dots (EA) 1 1/4" Dia. Force Thru Bolts -22.1 LBF 125 LBS -7.4 LBF 125 LBS -5.1 LBF 125 LBS 1/4" Dia: Force TEKS 5 -17.7 LBF 45 LBS 4 -5.6 LBF 45 LBS tZt;OEiVED AEG ®� 1®1A Qerm�ttin9 o County nt St, 1 -1cle DocuSign Envelope ID: C3C77A59-30F6-4AD1-9F11-2DC8129255C8 )ate: 7-31-20 City, State: Ft. Pierce, FL SHEET: 2 'OF 2' "lient: Allen Industries Overall iHeight: 15'-0" Max 'Sean M-McFarland, P'.E Sign: _ Metro by T-Mobile Wind'Speed 170 mph McFarland Engineerim 4856 N Kings Hwy #20 ME Job: 49230 N01 Shear Connection Design Connections Shear/ 3/8" Dia. HY-20 1/4" Dia. 3/8" Dia. 3/8" Dia. 3/8" Dia. Total Connection 3/8" Dia. Kwik Bolts Tapcons Liberty Bolts Lags (2x) Thru Bolts Total Raceway 8 5 LBF 175 LBF 10 4 LBF 50 LBF 8 5 LBF 175 LBF 8 5 LBF 140 LBF 6 7 LBF 300 LBF Combined Connector (% of Capacity) Tension Shear Total Capacity Total Raceway 8 Kwik/HY-20 -32.6% 2.9% 32.7% OK 10 Tapcons -68.7% 8.1 % 69.1 % OK 8 Liberty Bolts -32.6% 2.9% 32.7% OK 8 Lags (2x) -33.3% 3.6% 33.5% OK 6 Thru Bolts -31.1 % 2.2% 31.1 % OK Embed Tapcons - 1 1/4" Min. into Solid Wall Kwik Bolts or HY-20 HAS Rods - 1 1/2" Min. Embed. into Solid Wall (or Hollow CMU w/ Screens) Liberty Bolts into Min. 3/4" Plywood or Other Solid Wall Lags into 2X - Full Tip Penetration Thru Bolts Require Continuous 2X or Unistrut Backers Connection Specifications Attach Channel Letter Raceway to Wall with Evenly Spaced Connectors. See Drawings for Complete Fabrication Specifications. Don't Overtighten Connectors. Use Oversized Washer Backers for Thru Wall Connectors. Install Connectors in Proportion to Raceway Lengths. See Schedule for Letter Attachment Quantity to Raceway. DocuSign Envelope ID: C3C77A59.3OF6.4AD1-9F11-2DC8129255C8 ME M 49230 Connection. Specifications Attach Channel Letter Raceway to Wall With Evenly Spaced Connectors. See Drawings for Complete .Fabrication Specifications. Don't Overtighten Connectors. Use Oversized Washer Backers for Thru Wall Connectors. Install Connectors in Proportion to Raceway Lengths. See Schedule for Letter Attachment Quantity to Raceway. CONNECTION © © O © O O O 114' 318' 318- 318- LIBERTY 318" LAGS 318' 114" 114" Embed Tapmns-1 114' Min. into Solid Wall QUANTITY TAPCONS HY-20 KWIK BOLTS BOLTS 2X4 THRU BOLTS THRU BOLTS TEKS Km*k Bolts or HY-20 HAS Rods -11/2'Min. Embed. RACEWAY 10 8 8 8 8 6 into Solid Well (or Hollow CMU wl Screens) LARGE LETTERS (EA) 4 5 Liberty Bolts into Min. 3W Plywood or Other Solid Wall Lags into 2X- Full Tip Penetration SMALL LETTERS (EA) 3 4 Thm Bolts Require Continuous 2X or Unistmt Backers DOTS (EA) 1 EXTERIORMASONRY EXTERIORMASONRY EXIERIORMJSONRY WALL WALL WALL MTG PLATE „a MTG PLATE ,;1.` MTG PLATE TAPOON HILT] HY TB EPDXY ;�.t:. EXPANSION AN �'Y WI NIT -A RODS. _ ANCHOR BOLL MKBOLT) ti.:`>{•.Y. �!.�Y�!.kr?`, �4 `ky ,y ,Sys' RACEYIAY BACK '.• RACEWAY 6ICK iYan?.x _e>".: RACEWAY BACK z TYPICALANCHOR BOLT CONNECTION TYPICALCNEInCpL ANCHOR CONNEC710N TYPICAL EXPANSION BOLT CONNECTION 3�1'-0' EXTERIOR WALL WRUCNRE EXTERIOR WALL 2X BLOCKING EXTERIORWALL WALL ST RE Mrs PLATE MTG PLATE M.....E UNISTRUr LAG BOLTS BACKER MBERTYBOLT F e THRU BOLT "-^ RACEWAY BACK RACEWAYBACN WALL RACEWAY BACK STRURE TYPICAL LIBERTY BOLT CONNECTION TYPICAL LAO BOLT CONNECTION TYPICAL THRU BOLT CONNECTION ASCE 7-10,170 mph Wind, Exposure C This design Complies with the High Velocity Hurricane Zone Code and with the 2017 FBC 6th ad. Tlreekcbaiic6ealappeaz'vrya�mNaow�lTm, METRO BY T-MOBILE ENGINEERINGOF initial 1492301DS o—Sig-d on�luaMwnMu�rw sana.PEmuyat2ozo. Ph: (281) 813-7439 ATTACH1.fEMTOWALL ONLY. Date: 7-31-2020 N. Email: sean@signstructores.com Address, 4856NKINGS HWY#20 NO CABINET ENGINEERING St,0.LL� X� �A Ncncob`' Web: www.signstructures.com OR EVALUATION OFAS feooaTwocESLas._ Sheet#: 20F2 CilvlState:FT. PIERCE. FL BUILTWALLCONDRIONS NCFumRWh tJnF-1136 s���al sly. rk,1c.. PROVIDED OR IMPLIED, ... Client: ALLEN INDUSTRIES FlordaUcenseEx*s: eb.2 FlBdda License EXpires: Feb.28, 2021