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Home My WebLink AboutSign & Awning (North 2-7-22WAWA #5380 Ft. Pierce, FL Celebrating 52 Years of Quality Manufacturing and Service . - r , � 3" 19'-8" 7'-6 5/8" l- 4'-6 1/2" i 7'-6 7/8" 3" / I D/F Brake Formed Aluminum Gas Pump Canopy Spanner Panel - DOUBLE PUMP - COPY AREA = 6.04 SF Color Reference AI¢o Nobel To Match PMS 187C Gloss Finish 3M 7725-10 White Pump EleV90MRtiew JAN 12 2022 SCALE: 3/32"= 1'-0" SIDE VIEW QTY.-2 SCALE:3/8"= V-0" t Pump Elevation View BRAKE FORMED ALUM. PANEL BY TSA FLUSH HEAD FASTENERS ISTING STEEL FRAME OTHER THAN TSA FLUSH HEAD FASTENERS Mounting Detail . REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SIGN & AWNING CO INC 4590 118TH Avenue North Clearwater, Florida 33762 800-526-3325 www.thomassign.com wonign WAWA # 5380 Design Number: 78767 Installation Address: 121 S. Kings Highway Ft. Pierce, FL 34945 Project Identity Number: 85144 TSA BB MBV 104.01.19 Project Updates x FILE COPY / P7-0 1 `-�C�?Lzbv SCALE: 3/32"= 1'-0" TM • 3MTM MCSTM Warranty ❑ Approved DATE: ❑ Approved as noted DATE: ❑ Revise & Re -Submit DATE: The designs, concepts, drawings and specifications provided are the exclusive property of Thomas Sign & Awning Company and may not he reproduced In any way, shape or fashion without the express written permission of Thomas Sign & Awning Company 9 9 of 10 Local: Fax: 727-573-0328 et I r,nio. County Wawa Various 19'-8" - CUSTOM S/F Brake formed alum. gas pump canopy spanner panel 3 1 /22" � � �1'-1/2" 3" 1 1/2" 3" Top View - Section Detail 19'-8" \\0\111 i ►/////,� ®® UGhr�c No 80640 r it ..- t t % STATE OF ; L Celebrating 46 Years of Quality Manufacturing and Service p1 PAINT COLORS 5 ELECTRICAL NOTE V1 VINYL COLORSO FABRICATION NOTES SIDE VIEW 1'-1 /2'� 3 1/2" 1 1/2" 1'-3" SCALE: 3/8" = 1'-0" BRAKE FORMED PANEL B PER FL BLDG CODE, 7TH ED (2020) BASIC WIND SPEED, V 160 MPH RISK CATEGORY II EXPOSURE CATEGORY C DESIGN WIND PRESSURE 74.5 PSF FL CERTIFICATE OF AUTHORIZATION NO 31751 SCALE: 3/8" = 1'-0" 0 FABRICATION NOTES TOTAL SQFT = 6.06' V1 VINYL COLORS PART # WAWAPNL2X19AL2 ESTIMATE # 113917 P1 PAINT NOTES Material forAlum.GasSpanner E1 ELECTRICAL NOTES FACE TYPEL125"ALUMINUM ❑ EMB. QUANTITY: 2 FRAMING: STEEL CONSTRUCTED FRAMING BY OTHERS IM EXISTING ❑ NEW GRAPHICS -PAINT WI a VIN epHl c 1cT c IRFA .E 1) ,125" BREAK FORMED ALUMINUM PANEL WITH CUT OUT SECTIONS FOR INSTALLATION OVER EXISTING COLUMNS. 2) X o.Colors 1) TO MATCH PMS #187C -GLOSS 2) X 1) 3M #7725-10 WHITE -OPAQUE (1ST SURFACE) 2) X REVIEWED FOR CODE COMPLIANCE STn LUCIE COUNTY BOCC P� Z1712-z 2 Zc0i-- d zGZ FLUSH HEAD FASTENERS EXISTING STEEL FRAME BY OTHER THAN TSA FLUSH HEAD FASTENERS Mounting Detail IEAD FASTENERS FORMEDALUM. BY TSA IEAD FASTENERS SCALE: NTS 1riIs) Islriy SIGN & AWNING CO INC 4590 118TH Avenue North Clealwaterr, Florida 33762 www.thomassign.com Wawa Design Number: Various_ installation Address: Various Project Identity Number: Various TSA JZ MBV 105.16.17 Max. Sq. Ft. allowed:X _w Sq. Ft. as shownx wAA y TM 3MTM MCSTM Warranty Project Updates' Yy��_�+�~-^J Rev.l : Changed to S/F OS.16.17 MBV FILE v ❑ Approved DATE: ❑ Approved as noted DATE: ❑ Revise & Re -Submit DATE: The designs, concepts, drawings and spedficaftns provided are the exclusive property of Thomas sign & Awning Company and may not be reproduced In any way, shape or fashion without the express written permission of Thomas Sign & Awning Co. Page Sheet • Local: 727-573 7757 Fax:727-573-0328 ID vd ------------------------ 1----------------------------------------------------------------- ---------------------------------- TPAiiY --- — ----- 'q1E TO IFAW INAFTq AO•N EASEL2NT • • • Ei N FAWN 0< Ff417 O:A 191, PG 417 • • •�• • • • • • IXRYOON N •�• • • 1 I I ORANGE AVE. STOP BARi �°A • %iNV. WE TO IIFI,W 1flIXgC STOPJW PAVEMFM AQ II } 9 pP p STRIPING PEIIWOf TRACTS ONIXT11CO3 0. o-- 0.09 AC '. -. •DEncrANErrARmw- FFPROANATE Rl 35 _ 16 f 1 G vkvE IX�n� n P STNd•ING PER FUGE n sf n ss n � OtOSSWAIK GPGtfDGT IS'Y 28' TeRE.A+'11.it�'�r nv n �sf p G� 1 4 S MOIXn1'B01 xI DDtnl.am ¢ ® - vitvmx Ps y £ .,.+ AmEwaw•w• - -P[Rf00TP�SIlL01 D IN LEGEND ASPHALT PAVEMENT Steven L. Dobbs 4• CONCRETE SIDEWALK_f--•._.'�•',.'•"�" Engineering, LLC s 6'STANDARD CONCRETE 3062JAKES WAY noTE: 0 Okeechobee, FI 34974 1 UNLESS OTHERWISE NOnDTXE CONTFACTOR 8" HEAVY DUTY CONCRETE SCALE: 1"=30' Phone: (863) 824-7644 IS RESPONSIBLE FOR TEMPORARY DE -WATERING 2 OFSTRUCTURES, SEINER ONE, DRAINAGE PIPE AND WATER UNES. IN, TRACT 7 0.46 AC �(qq BIKE ;Q S.V'•. BACK QSQ i."?•• R PROPOSED #5ayy- @ IFSTRIPING AHDIOI �^.sdi' � AVALLPR•P4 1RotO5[Os, •• 'SIGORRI�' - 5 D"�41On'C .L •DIRCIYIEWANR/G• � } I j �+ i 3I.79' POI{WPWDOI6- - DtOSSWALK j sTNPINGrEn FDDr INDEKnimi I TN ACT 7 PARCEL ID: 2311-411-OD02-000-7 O.R.B. 1043, PO. 1780 ZONING: CIS LAND USE: MKD OIOSSWAU(_/" 1 ROIGPERF)OT I I IxDIX7um1 I 1 4 1 I I 2G'WIDE '•'I i ACCESS- � A I I I I I VENT I 2S0' aD /x STACK ME I I "1--E-STOP I �4A CH AIR I S MA[XINE I p p I Wo }� a n 4---' N I I N4 PROPOSED AOPSIGN .d E � I � I I I I I xYFN:PwE1 P.L 5"wLL.:w�IlurtuMNrttOPtEVF.I. O.i;O4hGUG xPu��EOO WAWA P4� an4�.N„xE .x "t nNGSGATE CENjF,ER LOCATED IN ST. LUCIE COUNTY; FLORIDA Horizontal Control, Striping OBNP_�0017-016 EET and SignagejFlan 04 OF 24 FILE copy r 0 a mA(mqym / \ / m ® K Z�® m W On nm 0 /A / yzvl -ay�2 THOMAS Structural Calculations Sign & Awning Company, Inc. Client: Wawa #5380 Ft. Pierce 4590118th Avenue North Project Identity No.: 85144 Clearwater, Florida 33762 Design No.: 78767 Florida Certificate of Authorization No. 31751 Installation Location: 121 S. Kings Hwy, Ft. Pierce, FL Description: 20 Ft Long Gas Pump Spanner Panels on Canopy Supports Engineering Calculations Table of Contents Structural Engineering Calculations Prepared by: John F. Dougherty, P.E. Florida P.E. No. 80640 Code: Florida Building Code, 7th Edition (2020) - Building Pages 1- 3 0\1111111//// 0 0 U NN No 80640 THOMAS Sign & Awning Company, Inc. 4590118th Avenue North Clearwater, Florida 33762 Florida Certificate of Authorization No. 31751 Installation Location: 121 S. Kings Hwy, Ft. Pierce, FL Sign geometry: Sign Height, s 2.0 feet Sign Width, B 19.7 feet Sign Face Area, As 39.3 square feet Height from grade to top of sign, h 12.3 feet Say sign weighs 3 psf Then total weight = 118 Ibs Structural Calculations Client: Wawa #5380 Ft. Pierce Project Identity No.: 85144 Design No.: 78767 Prepared by: John F. Dougherty Florida P.E. License No. 80640 Florida Building Code 7th Edition (2020) Building (FBC 7th) Table 1604.5; Risk Category II Figure 1609.3(1); Vult = 157 mph (interpolated) Use Mult= 160 mph 1609.4.2; Surface Roughness C Grassy fields 1609.4.3; Exposure Category C 1609.6.1 5. For ... solid free-standing... solid signs..., apply ASCE 7 provisions. ASCE 7-10 Chapter 29 Wind Loads on Other Structures Figure 29.4-1 Clearance ratio, s/h = 0.163 Aspect ratio, B/s = 9.83 Cf for Case A or B 1.85 Cfc1 for Case C, 0 to s 0.00 Cfc2 for Case C, s to 2s 0.00 Cfc3 for Case C, 2s to 3s 0.00 Cfc4 for Case C, 3s to 4s 0.00 Table 29.3-1 Kh = Kz 0.85 Table 26.6-1, Directionality Factor, Kd 0.85 Section 26.8.2, Topographic factor, Kzt 1.00 Velocity pressure, qz = qh = 0.00256 Kz Kzt Kd VasdZ = 47.3 psf Section 26.9 gust effect factor, G 0.85 Design wind pressure (Case A) = qz G Cf = 74.5 psf Eq. 29.4-1, F = qh G Cf As Case A and Case B, FAa = 2928 lb 1 of 3 9/29/21 THOMAS Sign & Awning Company, Inc. 4590118th Avenue North Clearwater, Florida 33762 Florida Certificate of Authorization No. 31751 Structural Calculations Client: Wawa #5380 Ft. Pierce Project Identity No.: 85144 Design No.: 78767 Prepared by: John F. Dougherty Florida P.E. License No. 80640 Installation Location: 121 S. Kings Hwy, Ft. Pierce, FL Perimeter of Sign = 43.3 ft Fastener spaing = 16 inches (max) No. of fasteners 33 Tension in fasteners = 0.00 lb Shear in fasteners = 2,928 lb / 33 fasteners = 89 lb Load combination 1.0 DL+0.60 Wind Tension 0.00 lb Shear 53.2 lb (To be shown on construction documents: 4~ J ULTIMATE DESIGN WIND SPEED, Vult (3-SECOND GUST): 160.0 mph RISK CATEGORY: II EXPOSURE CATEGORY:' C DESIGN WIND PRESSURE: 74.5 2 of 3 9/29/21 THOMAS Sign & Awning Company, Inc. 4590118th Avenue North Clearwater, Florida 33762 Florida Certificate of Authorization No. 31751 fastener tension = 0.00 lb fastener shear = 53.2 lb Structural Calculations Client: Wawa #5380 Ft. Pierce Project Identity No.: 85144 Design No.: 78767 Prepared by: John F. Dougherty Florida P.E. License No 80640 For #8 self -tapping sheet metal screws, screw head "not in contact" with 0.080" steel spanner frame and screw head "in contact" with say 0.125" aluminum sign See [CC Evaluation Service Evaluation Reports: ICC ESR-3223 ITW Buildex TEKS (does not tabulate values for screws as small as #8) [CC ESR-2196 Hilti Self -Drilling ...Screws [CC ESR-1976 ITW Buildex Self -Drilling Fasteners (does not tabulate values for screws as small as #8) ESRESR-2196 Table 2 Tensile Pull -Out 157 lb Table 3 Tensile Pull -Over 790 lb Table 5 Allow. Fast'r Tension 335 lb Table 5 Allow. Fast'r Shear 390 lb Table 4 Allow. Shear (Bearing) 497 lb Use allowable tension = 157 lb and allowable shear = 390 lb Stress ratio = 0.0 / 157 + 53.2 / 390 = 0.14