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Home My WebLink AboutSign & Awning ( South 2-7-22WAWA #5380 Ft. Pierce, FL Celebrating 52 Years of Quality Manufacturing and Service 3" 19'-8" 7'-6 5/8" 1 4'-6 1/2" 7'-6 7/8" 3" 4 D/F Brake Formed Aluminum Gas Pump Canopy Spanner Panel - DOUBLE PUMP - COPY AREA = 6.04 SF Color Reference Akzo Nobel To Match PMS 187C Gloss Finish 3M 7725-10 White Pump Elevati 5t, Lucie County Pa rnl`t[ng SCALE: 3/32" = V--0" SIDE VIEW :2 SCALE: 3/8" = V-0" Pump Elevation View BRAKE FORMED PANEL B' FLUSH HEAD FASTENERS [STING STEEL FRAME OTHER THAN TSA a4bI.1:11191V_1;31:IORI=1C69 Mounting Detail 1 SIGN & AWNING CO INC 4590 118TH Avenue North Clearwater, Florida 33762 www.thomassign.com WAWA # 5380 Design Number: 78767 Installation Address: 121 S. Kings Highway Ft. Pierce, FL 34945 Project Identity Number: 85144 TSA I BB MBV 1 04.01.19 REVIEWW"FOR CODE COMPLIANCE ST. LUCIE C UNTY BOCC P_- z 7ju ZZv I _ d. Z6z SCALE: 3/32"= 1'-0" FILE COPY TM \1=0 3MTM MCSTM Warranty ❑ Approved DATE: ❑ Approved as noted DATE: ❑ Revise & Re -Submit DATE: The designs, concepts, drawings and specifications provided are the exclusive property orThomas Sign &Awning Company and may not be reproduced In any way, shape or fashion without the express written permission Wawa , Various - CUSTOM S/F Brake formed alum. gas pump canopy spanner panel 31./2"1 I �1'-1/2" 1 1/2" Top View - Section Detail 19141 No 80640 STATE OF E11 ®, Celebrating 46 Years of Quality Manufacturing and Service P1 PAINT COLORS E1 ELECTRICAL NOTEff VINYL COLOR Fi FABRICATION NOTES V-1 /2" d -� �- 3 1/2" 1 1/2" 1'-311 1'-1/2"�• --� �-- 3 1 /2" SCALE: 3/8" = 1'-0" Design .• 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 SIDE VIEW BRAKEFORMED PANEL B' SCALE: 3/8" = 1'-0" i F1 FABRICATION NOTES TOTAL SQFT = 6.06' V1 VINYL COLORS PART # WAWAPNL2X19AL2 ESTIMATE # 113917 P1 PAINT NOTES Materiai forAlUm. Gas Spanner E1 ELECTRICAL NOTES FACE TYPE.125" ALUMINUM ❑EMB. QUANTITY: 2 FRAMING: STEEL CONSTRUCTED FRAMING BY OTHERS 00 EXISTING 0 NEW GRAPHICS PAINT WI aM VINri C ePHICS 1ST c IRFA Fabrication Notes 1) .125" BREAK FORMED ALUMINUM PANEL WITH CUT OUT SECTIONS FOR INSTALLATION OVER EXISTING COLUMNS. 2) X olors 1) TO MATCH PMS #187C - GLOSS 2) X 1) 3M#7725-10WHITE -OPAQUE (1STSURFACE) 2) X REVIEWED FOR CODE COMPLIANCE ST LUCIE ®NTY BOCC P� 7 �z FILE COPY FLUSH HEAD FASTENERS EXISTING STEEL FRAME BY OTHER THAN TSA FLUSH HEAD FASTENERS Mounting Detai i iEAD FASTENERS FORMEDALUM. BY TSA EAD FASTENERS SCALE: NTS Iri[01kTAriy SIGN & AWNING CO INC 4590 118TH Avenue North Clearwater, Florida 33762 www.thomassign.com Wawa Design Number: Various Installation Address Various Project Identity Number: Various TSA JZ MBV 05.16.17 +Max. Sq. Ft. allowed: X Sq. Ft. as shown: x �ro 3MTM MCSTM Warranty Project Updates: Rev.]: Changed to S/F 05.16.17 MBV 1� 1 ❑ Approved DATE: — ❑ Approved as noted DATE: ❑ Revise & Re -submit DATE: The desions. conceou- drawinns and m.dnws,,,,. am wry• .nape "r—..- Wlm"U[ in• elt — written permission of Thomas Sign &Awning Co, 1 1 1 OF 1 — — Ow1 — ONV — ON — ONII DN — DU —\9r DN ONU — DNJ 01R1 OMU — ONU — ONV "'!3— ON — D41 — DNU DNU OHU — 011U — ON DM1 — OW DPl — 01R1 — OW GE1 — DNU — [eP.l OIU — OHU 01N — O•A — O4' 0141 —�—�---1------------------------- DIES -------------------------------------------- ------ ----- --------------------------------------------------- - ---- f S7 umR EASELDIT J N FAWN of E • • OAK 191. PG 4I7 1 • •I—. • • - I L- EaaPnaN /9 •�• ORANGEAVE. ITOPEML DN,�E ro A STOP 9GN wv. DUE xo, lDAvr mfT1c � — --- — I I PROPOSED -- STODSWN I .. 1" Lr PAVEMENT TRACT $ sTMwNC PFA PDm M..: INDER 713�01 ... 1 1{Y[1 • I 9 M v ra: 0.09 AC ,,. � k, •oE1POADEr�•PwEwwe�a4ra - �DR�" � p $ "l 35 �=16R 1 VALW ��h.A1� a sf a a - CAOSSW= "16• :� a p-4s N 1 `� S _ S1RmING PE11 iDOT STMPPIOPL11 N10T � P1DtR TIILol 1NDD(T31.OP1 �� .�1. USE PA4I4PNAIT)fuoT�DnExw I ir9� - h f APPROnP4C OVSCTON� ',�'y tt,r '1'S'��} PDisDofamDtw S�i2� rx3 Q°o I 6 a{ !' 3 yy,�, 'PEl[Q11®[ MAP11BByyGG 6 !+T'i�l y8G ': F'c4 � I POiT0mV10DI511AD `.1`9 I I � i #y��., �YS PARCEL ID: 2311- 411-0002-000-7 `�-✓ 'f x "� ,.� > ++; 5_p .7 r.F .J. K�'v�, y 2 ` �' k - 0.., ''�' i:• ,},n^ kht. q _ i'°w'. '�iL, aE �. nloroslD .'k�'Si0RD1Utb" a t 3 PmERTu-0P�a,`. .» f' m TRACT% O.R.B. 1043, PG. 1780 _ .s; _..>...:�,.. ."`s, _ _,t' �v.'<:'. r .'3.�•�. _.'y3. ..:F.sTOPSGN_. �" " ¢3 i..;xe� 0.46 AC ZONING:CG vDEcrANE WA>ww- f 1 LAND USE: MXD N ID1EWfDIPQ5T2 26• _B j' fit• I 1 r �i� •oErzaAnewaPmc m PIE V l[P�AWEWAVPNC IWflf]1L4S aosswAlt LEGEND ePoaM,,P�»„„ ,,m Nm"7 ASPHALT PAVEMENT 0 Steven L. Dobbs a^CONCRETE SIDEWALK Engineering, LLC 6-STANDARD CONCRETE ' 1062 JAKES WAY 5 ND1E: UN1E550THERWI$E NDTEDTHE CANTFACTOR IS RESPONSIBLE FOR TEMPO RARY DE -WATERING -HEAVY DUTY CONCRETE SCALE: 1"=30' Okeechobee, FI 34974 phone: (863)824-7644 1 i OFSTRUCTURES, SEWER LINE, DRAINAGE PIPE 1 AND WATER ONES. 0 IS® Nt �1yy ja1� "� R PROPOSED � xANmEAP � smvmc AVAA. P[e5l TRACT 7 3955' --------- I WE T' VEM STACK I + Rn "9Mp,. 1 E.SIOP -R 4.3'MR MACHINE 9 *T &.. I 41.75' 1� I _ 2T I I PROPOSED I SWP5IGN -4 1 I I I I 126'WIOE I I II I I I I _RECESS- � NNnxPPPgONM9n0E14TeER[VW � WBe;P.L SwLLP[•StlxaUfutPNNtoSTM.h LPOBa6OX[[NO.LLC WAWA at KINGSGATE CENTER LOCATED IN ST. LUCIE COUNTY FLORIDA Horizontal Control, Striping and Signage Plan 2SO O1D f ME 108 No,: Z02 SHEET 04 OF FILE COPY 4 0v f] [�1�p'�F+ 0 , • ■cn. ® ®R Z 5 Z c ' w w nM 0 �y�t�LZ 'AL 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 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 �\\�•r�� 4�C E N gF • �aQ� /� No 80640 ; "a l ; -p STATE OF , � ®` O R \ 1 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 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 Sign geometry: Sign Height, s . feet FILE C®PY 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 REVIEWED F®R Florida Building Code 7th Edition (2020) Building (FBC 7th) �� ° U O�R+��I A p�,pae ��w �.��IE COUNTY 9"E1tld.0 Table 1604.5; Risk Category II )� � �®�♦ Figure 1609.3(1); Vult = 157 mph (interpolated) Use Vult = 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, FAB = 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 fo be shown on construction documeritsc�.�� ^- ULTIMATE DESIGNWIND SPEED, Vu'lt (3-SECOND GUST): 160.0 mph RISK CATEGORY: II EXPOSURE CATEGORY:-. , C , DESIGN WIND PRESSURE: 74.5 psf FILE COPY REVIEWED FOR CAE CO PLIANCE S.T. LUCIE CC LINTY B®CC 2 of 3 9/29/21 THOMAS Sign & Awning Company, Inc. 4590 118th 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 ICC Evaluation Service Evaluation Reports: ICC ESR-3223 ITW Buildex TEKS (does not tabulate values for screws as small as #8) ICC ESR-2196 Hilti Self -Drilling ...Screws ICC 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 All 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