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Home My WebLink AboutSign & Awning 2-7-22„A WAWA #5380 Ft. Pierce, FL N DO m 12'-21 /2” 1 3'-6 3/4" 1 44" LED Channel Letters & Halo Lit Logo - Remote Transformers 3.56' X 1.875' = 6.67 SF 12.20' X 3.66' = 44.65 SF TOTAL = 51.32 SF REOEIVED JAN 12 2022 St. Lucie County Permitting ;n N - -----.-------------------------- Celebrating 52 Years of Quality Manufacturing and Service 0'-1 1 SCALE: 1/2"= 1'-0" -T,tnalfi�ti;~-- Color Reference off — Red Jewelite Paint to Match 876-C Copper Metallic Gloss .187"#2793 Red Flat Acrylic Faces REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC c � yl7l Lv ,WI - 017,6 9 FORMULA FOR ALL WALL SIGNS: ® Proposed Condition Front (East) Elevation_ 22'-4" X 93'-1 "= 2078.47 = 415.69 ALLOWABLE WALL SIGN AREA i 33'-4" SIGN & AWNING CO INC 4590118TH 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 BB MBV 104.01.19 Project Updates: 08.22.19 MBV - Updated art and elev 1123.19 MBV - Updated disconnect FILE COPY Underwriters �L Laboratories, Inc. LISTING E89514 ELECTRIC SIGN COMPLIES TO UL 48 THIS ARTICLE IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REDUIREINENIS OF ARTICLE 600 OF ME NATIONAL ELECTRICAL CODE ANDIOR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNOINGAND BONDING OFTHE SIGN. TM 3MTM MCSTM Warranty L. ❑ Approved DATE: ❑ Approved as noted DATE: ❑ Revise & Re -Submit DATE: The designs, concepts, drawings and specifications provided are the exclusive 5 I 5 of 10 Scale: 3/32"=1'-0" '-'WAWA Various 12'-21 /2" I 3'-6 3/4" P1 I I I O I I 1'-101/2° — — —I— — I 44" LED Channel Letters & Halo Lit Lmn: i2, 43 vs Ha�M r I 10 I — — —1 2'-3" O — i — — — — — — — — — — — — T HORIZONTAL BLOCKING BETWEEN STUDS AS REQUIRD BY G.C. to - Remote Transformers W A BIRD W A 28 mods 18 mods 14 mods 20 mods 18 mods 20.2w 13.0w 10.1 W 14.4w 13.0W 2.8 mod/ft" 3.5 mod/ft' 4.5 mod/ft' 2.8 mod/ft' 3.5 mod/ft" 10.142 sq ft 5.089 sq It 3.101 sq It 7.192 sq ft 6.089 sq It Channel Letter LED La t ANCHOR LOCATIONS ET Celebrating 51 Years of Quality Manufacturing and Service Color Reference CC'C ST. LU( SCALE: 1 /2" = 1'-0" Red Jewelite Paint to Match 876-C Copper Metallic Gloss .177"#2793 Red Flat Acrylic Faces a- s i g n L ... PER FL BLDG CODE, 7TH ED (2020) BASIC WIND SPEED, V 160 MPH RISK CATEGORY II EXPOSURE CATEGORY C DESIGN WIND PRESSURE 63'2 PS FL CERTIFICATE OF AUTHORIZATION NO 31751 EngineerSeal E-WED FOR 0\1111110/// ��I'LIANCE ` ®OUGAFF /% ")LINTY BO'N F��'��% NO 80�0 r A STATE OF ; ENGINEERING NOTE: WALLTYPE: EIFS OVER 518" PLYWOOD WALL FASTENERS: TOGGLE BOLTS (3W DIA DFS T-ANCHOR OR 318" DIA MALE TYPE DFS LIBERTY ANCHOR) PROVIDE MINIMUM OF 3 FASTENERS (LETTERS "a") OR 4 FASTENERS (LETTERS "W", "Wi' OR LOGO) PER CHANNEL LETTER AS SHOWN OUTSIDE DIAMETER OF STANDOFFS SHALL BE GREATER THAN OR EQUAL TO TWICE THE FASTENER DIA. HALO-LITREMOTE SECTION DETAIL / 1-1/2'LONG STANDOFFS- INSTALLATION INSTRUCTIONS REFERTO ENGINEERING N EXISTING WALL ALLIMWU WALL FASTENERS; REFER RETURNS TO ENGINEERING NOTE CLEAR POLYCARB BACK WEATHERPROOF ALUMINUM FACE CONDUITRASS THROUGH LOW VOLTAGE LED CABLE SFORMER BOX LED MODULES LED POWER SUPPLY UL RATED WIRENUTS RANCH CIRCUIT (WIRING HOTTO HOT, NEUTRALTO NEUTRAL O GROUND/BOND DRAIN HOLES W/ 0 TO GROUND) UGHTCOVERS O 120V LISTED DISCONNECT SWITCH BEFORE BRANCH CIRNITRYOTHERS O PRIMARYELECRICAL O SOURCE(12-MIN. CONDUIT) NEC W" UL NTS &NEC600.21 REMOTE SECTION DETAIL SCREW INSTALLATION INSTRUCTIONS ATTACHMENT OF FA TRIM CAP EXISTING WALL ALUMINU WALL FASTENERS; REFER RETURNS TO ENGINEERING NOTE ALUMINUM BACK WEATHERPROOF ACRYLIC FACE ONDUTT/PASS THROUGH LOWVOLTAGE LED CABLE TRANSFORMER BOX LED MODULES LED POWER SUPPLY UL RATED WIRENUTS E — BRANCH CIRNIT i (WIRING HOTTD HOT, NEUTRALTO NEUTRAL, DRAIN HOLESW/ GROUND/BOND LIGHTCOVERS O TO GROUND) 120V LISTED DISCONNECT SWITCH BEFORE BRANCH 12OVLISTEDDLSCONNECr 0 CIRCUITBYOTHERS SWITCH 0 0 PRIMARY ELECRICAL SOURCE (1/2•MIN. CONDUIT) NEC 600-6 O� NTS &NEC600-21 TOTAL SCIFT = 51.32 PART # WAWACL44RML3 ESTIMATE # 101927 BACKS:.063"ALUMINUM PRE FINISHED W/W RETURNS:.040'ALUMINUMPRE FINISHED WA9 DEPTH:S" FACE5:.177'#2793 RED ACRYLIC -FLAT TRIM CAP:1'REDIEWEUTE LED: HANLEY LEDs -RED WALL FASTENERS:PER ENGINEERING NOTE Colors for FACES:#2793 RED ACRYUC RETURNS INT.-WHITE RETURNS Wr. TO MATCH PMS #876C METALLIC COPPER GLOSS TRIM CAP: REDIEWEUTE LED: RED Material for ••• BACKSASO"CLEARPOLYCARBONATE RETURNS:.063°ALUMINUM DEPTH:4" FACES:.125"ALUMINUM STANDOFFS, 1112"LONG STAINLESS STEEL; O.D. x 2 X FAST R DIA LED: HANLEY LEDs -WHITE WALL FASTENERS:SEE ENGINEERING NOTE Colors for Rev LED Logo FACES:TO MATCH PMS #876C METALLIC COPPERGLOSS RETURNSINT:WHITE RETURNS EXL•TO MATCH PMS #876C METALLIC COPPER GLOSS TRIM CARN/A LED:WHITE 1) AKZONOBELTOMATCHPMS#876CCOPPER METALLIC GLOSS L• 1) WHITELEDS 2) RED LEOS 3) POWERSUPPLIES 4) UL APPROVED DISCONNECT SWITCH 5) 6'MIN ELECTRICAL WHIPMEATHERPROOF CONDUITIPASS THROUGH 6) SIGN IS WIRED AS IS ON SCHEMATIC FOR POWER SUPPLY LED MODULES= 98 110 VOLT INPUT HANLEY SECONDARY AMP. TRANSFORMER UOLTS WATTS INPUT 2 1 H60W.PPS277 1 12 1 60 IF 0.9 TOTAL 1.8 (1) 20 AMP-120 VOLT CIRCUIT REQUIRED 1rito] IIrlFiy SIGN & AWNING CO INC 4590 118TH Avenue North Clearwater, Florida 33762 800-526-3325, www.thomassign.com Wawa - CL & CANOPY CL RW MASTERS Design Number: 89069 Installation Address: Various Project Identity Number: 84035 TSA JZ MBV 1 03.03.21 Project Updates: X rVr f ZZ FILE C®py Zr -o z68 Underwriters �L Laboratories, Inc. LISTING E89514 ELECTRIC SIGN COMPLIES TO UL 48 THIS ARTICLE IS INMIDEED TO BE OISTAUEO IN ACCORDANCE WITH THE REOURE6@RS OF ARRCLE = of THE NAIIWAL ELECIFUCAL CODE ANDICH OTHER APPLICABLE LOOM WOE'S. THIS INCLUDESPRDPERGROI NDINGAN DBONDOIG OFTHESIGN. TM 3MTM MCSTM Warranty ❑ Approved DATE: ❑ Approved as noted—» DATE: _ ❑ Revise & Re -Submit DATE: The designs, Wncepts, drawings and specifications provided are the exclusive property ol'Thomas Sign & Awning Comparry and may not be reproduced in any way, shape or fashion wtthoutthe express written pennisslon ofThomas Sign & Awning Company �lb>— wu — oHu — axu — aFa — au — and — au =� oxu — alu — ow — oNu — olu — ow — aM -�Y and — tw — alu — olu — oa — Dlrtl —• ow — Dnll — a.w — ou — aw — oml —awl — IMU — orel — and —awl �Qr-- wu — al as i OMU—ao -Ow1--__--__�______-__ _ __-__ ---------------------------- �rol�w mane --------------------------------------------------------------------------------------.------------------------------�-------------------------- ------ — I rwasx S.al S�'OR EASDdtIT �_- • . • . � e I • •I-. • • • v4A 191. PG. �l) • • • • • • • • I L ExusnaN E9 •�. ti I I � ORANGE AVE. srovEAAa IIHILSE ro).ccEss 1 `eM. i ro e�w ]xl�nc ' S1OP9GN d - 3 _ �S ah •.� IImPaSFD Q Fim CTRACT 8INDER]11.001 S 0.09AC I�_ 4f133' J 16•' 1-: 16'JI 2'i'iis'-'S M!X -DRCDwaW:ErSHAREDUSEPATHifE EE a 'r°^atS PARCEL ID: ''��"'`' ` L '� , i .� Y }" L F �z - "' T ' 'tk S� •`- S ' 't mova Fu>b srm.rwlEnFoory 2a11 ZONING: 002-000-7 • N i F s, tq r. ir{�# 4 N C .�. Y .A F 4.? F KM7ss-0D1y�r O.R.B. 1043. PG. 1780 :v y I ', srorDAta r �w �3' N TRACT7 .n .. _ -.r _..sd..-'•.... {; . fl: x'. _...�.s-'��._.•.ce.r. ..� ,7 3.•. c .. �;sroestcn :L S n m 0.46 AC ZONING:E CG D vincr.euw�mmw• )� LAND U6:MX e raFoorwwsnca 6. � �3 I I{� I' "T79'k,`�^.•'� •Dtwauaw ffi DC 1 2 ' }1 31. E mI O OSSWAIR SOUMGPDiFDOi 111=711� LEGEND w�Ym wPOFP�.. a ASPHALT PAVEMENT Steven L. Dobbs a•CONCRETE SIDEWALK Engineering, LLC 6• STANDARD,CONCRETE 1062 JAKES WAY NOTE: Okeechohee, FI 34974 UNLESS OTHERWISE NOTEDTNE CONTFACTOA IS HESPONSIBIE F00.7EMPORARY DEATFAING g"HEAVY DUTY CONCRETE SCALE: 1"=30' Phone: (863) 624-7644 OFSiRUCNRES, SEWER LINE, DRAINAGE PIPE AND WATE0. ONES. 0 IS® RACK R r9DPaaD MA UMG g 9nIwWG AYN.M•SI TRACT 7 3 a6�iili:i<if!i:::�?if:°:Isiyi N•:'k O Ali 25 IpY �r.s• •rt � yh{v F=� . F_sw.s:t:;:��i�x?• Sri?£ II q no, OID ME ww aw wil.ovmw m�i m�s uw .Toe No. 2017-016 SHEET 04 of 24 CA I Co • rn rn I ®gym z�® 0 00 n rm n FILE C®P� %f� z/z/z•z z2.01 -vz69? 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 Description: 44" Channel Letter Wall Sign Engineering Calculations Table of Contents Structural Engineering Calculations Structural Calculations Client: Wawa #5380 Ft. Pierce Project Identity No.: 85144 Design No.: 78767 Prepared by: John F. Dougherty, P.E. Florida P.E. No. 80640 Code: Florida Building Code, 7th Edition (2020) - Building Pages 1- 4 ®0U0� No 80640 STATE OF Q � llllil THOMAS Sign & Awning Company, Inc. 4590 118th 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 Building eave height or mean roof height, h = 30.1 feet above grade (h<= 60') Installation height, z = 21.5 feet above grade (max) Roof Shape: Flat Florida Building Code 7th Edition (2020) Building ASCE 7-16, "Minimum Design Loads and Associated Criteria for Buildings and Other Structures" ASCE 7-16 Chapter 30, Section 30.4 "Part 2: Low -Rise Buildings (Simplified)" (Enclosed, low-rise buildings) ASCE 7-16, Table 1.5-1(p. 4); Risk Category II ASCE 7-16, Figure 26.5-1, Basic Wind Speed, V = 157 mph (interpolated) Use Basic Wind Speed, V = 160 mph ASCE 7-16, Section 26.7; Surface Roughness C Grassy fields Exposure Category C ASCE 7-16, Section 26.8, Topographic Factor, Kzt 1.00 Overall Size of sign Height 5.54 feet Width 12.21 feet Effective Wind Area 67.65 sq. ft. ASCE 7-16, Fig 30.4-1, PNET30 = 41.2 psf -45.1 psf ASCE 7-16, Fig 30.4-1, y = 1.40 ASCE 7-16, Eq. 30.4-1, Pnet=y Kzt Pne130 =L^� 63.2} psf Channel Letter Sizes Height Width Area W,w a Logo 3.67 2.92 2.25 4.17 2.42 3.56 15.29 7.05 8.02 feet feet sq ft Thickness 0.42 0.42 0.33 feet Max Dimension 4.17 2.92 3.56 feet Lateral Area 1.74 1.221 1.19 sq ft 1 of 4 9/29/21 Wind Force Normal to Sign Face Face Area (sq ft) 15.3 7.0 8.0 Pnet (psf) 63.2 63.2 63.2 Design force (lb) 966.7 445.6 506.7 No of anchors 4 Force per anchor 241.7 148.5 126.7 lb tension comprised of Tension in bolts is 100% 100% 100% wind load Wind Force Applied to Side of Sign / Letter LateralArea (sq ft) 1.74 1.22 1.19 Pnet (psf) 63.2 63.2 63.2 Design force (lb) 109.8 76.8 75.0 No of anchors 4 3 4 lb wind Fws per anchor 27.44 25.61 18.75 shear Self Weight of Sign / Letter Assumed unit weight of sign psf Sign area 15.29 7.05 8.02 sq ft Weight of sign, say 76.5 35.2 40.1 Ibs No of anchors 4 3 4 Fg per anchor (lb) 19.11 11.75 10.02 gravity shear Shear force lb total = Fws+ Fg = 33.44 37.36 21.26 shear Shear is 57% 31% 47% dead load and 82% 69% 88% wind load For load combination 1.0 DL+ 0.6 Wind: W,w a Logo 145 89.1 76.0 lb tension 35.6 27.1 21.3 lb shear Standoff Distance 0.0 0.0 1.5 inches Moment 0.00 0.00 31.9 inch -lb i- be shown on construction documents: BASIC WIND SPEED, V: 160 mph j RISK CATEGORY: II EXPOSURE CATEGORY: C DESIGN WIND PRESSURE, Pnet: 63.2 psf 2 of 4 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 Determine required size of DFS Liberty (toggle) Anchors for the design forces: Design Forces: W,wl al Logol Tension, PT: 145.0 89.1 76.0 lb Shear, Ps: 35.6 27.1 21.3 lb Moment, M: 0.0 0.0 31.9 inch -lb Determine required size of DFS T-Anchors for the design forces: Ultimate Allowable Total Pull Out Ultimate Tension Allowable Dia (in) Length (in) Grip Range (in) (lb) Shear (lb) (lb)* Shear (lb)* 0.25 1.75 1.000 700 1500 175 375 0.25 2.5 1.000 1.750 700 1500 175 375 0.25 3.25 1.000 2.500 700 1500 175 375 0.3125 2.5 0.875 1.500 900 2300 225 575 0.3125 3.25 1.250 2.250 900 2300 225 575 0.3125 3.75 1.875 2.750 900 2300 225 575 0.375 3.25 1.000 2.000 1000 3000 250 750 0.375 3.75 1.875 2.500 1000 3000 250 750 0.375 4 2.000 2.750 1000 3000 250 750 0.375 4.5 2.125 3.125 1000 3000 250 750 * Factor of Safety of 4 applied to Ultimate loads W,w For 0.375 a Logo 0. 75 inch dia. T-Anchor 0.375 Allowable tension, PTallow = 250 250 250 lb Allowable shear, Psauow = 750 750 750 lb Say dia of spacer sleeve = 2x bolt dia 0.751 0.75 0.751 Resolve moment M into force couple with distance = spacer sleeve radius force in bolt due to M 0 0 85.1 Total tension in bolt, P'T 145 89 161 lb Stress ratio = P'T/PTallow + PS/Psallaw - P'T<= PTallow; OK P'T<= PTallow; OK P'T<= PTallow; OK Ps<= Ps<= Ps<= PSallow; PSallow; PSallow; OK OK OK 0.63 0.39 0.67 <=1.00; <=1.00; OK OK <=1.00; OK 3 of 4 9/29/21 Liberty Anchor (Male Anchor* Pull-out Dia Length (lb) Shear (lb) 0.375 6 1800 3000 Ultimate Factor of Safety 4 4 450 750 Allowable * From DFS/USA catalog W,w a Logo Say dia of spacer sleeve = 2x bolt dia 0.75 0.75 0.75 Resolve moment M into force couple with distance = spacer sleeve radius force in bolt due to M 0.0 0.0 85.1 lb Total tension in bolt, P'T 145.0 89.1 161.1 lb Stress ratio = P/T/450 + PS/750 = * Female anchors not rated for shear loads. 450 >= 450 >= 450 >= P'T; P'T; OK P'T, OK OK 750 >= PS; 750 >= PS; 750 >= PS; OK OK OK 0.37 - 0.23 0.39 <=1.00; OK <=1.00; OK <=1.00; OK 4 of 4 9/29/21