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Home My WebLink AboutSign & Awning 2-4-22VsAWA W5380 Ft. Pierce, FL 8•-8" 1 1 T-61/4" I 1 31"LED Channel Letters & Halo Lit Logo - Remote Transformers 2.52' X 1.33'= 3.35 SF 8.66'X 2.60'= 22.52 SF TOTAL = 25.87 SF RECEIVED JAN 12 2022 st. ! uoia pounty Permitting Proposed Condition Right (North) Elevation SCALE: 3/4"= 1'-0" Celebrating 52 Years of Quality Manufacturing and Service 0 Color Reference 4Red Jewelite ♦ Paint to Match 876-C Copper Metallic Gloss .187"#2793 Red Flat Acrylic Faces a 33'-4" Scale: 3/32"=1'-0" WaA_ MIN. SETBACK REQ. FRONT SIDES CNR SIDE REAR ZNC. TECHW5�= REVIEWED FOR CODE COMPLIANCE Si.L�GIELCQT P z LBOCC / FILE COPY 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 - —� BB-- --- MBV 104.01.19 Project Updates: 08.22.19 MBV - Updated art and elev 11.23.19 MBV - Updated disconnect OUnderwriters �L Laboratories, Inc. LISTING E89514 ELECTRIC SIGN COMPLIES TO UL 48 THIS ARTICLE IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REOUIRWENTS OF ARTICLE 600 OF WE NATIONAL TM 3M7M 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 be reproduced in any way, shape or fashion without the express written permission of Thomas Sign & Awning Company WAWA Various 2'-6 1/4 -P -- -- -- -— 77 -- --- I--- I I p p I I I 1 I I - --I-- - - -- - - - - -- -- - - � 11-7 1 /4' I I --------------------- -- ( 4, O 0 L-- -- -- ---------------- 3'-11 1 /4" I j--' - - - ---- - - - - -- -- - -- I I— _ ------------- ---- _ i 2'-7 1 /4" I I - I — -- — — — — — — — — — — — I / 0 ------------------- Celebrating 51 Years of Quality Manufacturing and Service P1 PAINT COLORS E1 ELECTRICAL NOTES V1 VINYL COLORS 5 FABRICATION NOTES Color Reference INA Red Jewelite Paint to Match 876-C Copper Metallic Gloss 177"#2793 Red Flat Acrylic Faces V V I I I I i--I---- - - - - -- ------ - -------------- - - - - -- ------- - - - - -- -- ---- - - - I 0 0 0 0 0 0 0 I ; Cor, -- -- -— _-- _ _ -- _ _ _ _ _ � _--- _-_ _--- —L-ST. LUC HORIZONTAL BLOCKING BETWEEN E5 llm ANCHOR LOCATIONS STUDS AS REQUIRD BY G.C. 31"LED Channel LED rs & Halo Lit Logo - Transformers w a GOOSE w a 17 mods 10 mods 11 mods 13 mods 10 mods 12.2w 7.2w 7.9w 9.4w 7.2w 3.2 mod/ft' 3.7 mod/ft2 6.5 mod/ft2 3.4 mod/ft2 3.7 mod/ftz 5.360 sq ft 2.690 sq ft 1.693 sq ft 3.802 sq ft 2.690 sq ft 11 Modules Hanley LED P.eregrine P3072 HLED=P3072W' 50 Modules Hanley; LED Peregrine P3072 Red = HLED.-P3072,R, °61 Total Modulesk, 43 9 Watts 1 Power Supply Hanley L'ED Har_IeyLED: 60w :-:16 235sgaft, ;66 913 perimeter/feet ° _ - " Ul SCALE: 3/4" = 1'-01' Desi gn Loads PER FL BLDG CODE, 7TH ED (2020) BASIC WIND SPEED, V RISK CATEGORY. P757 EXPOSURE CATEGORY DESIGN WIND PRESSURE FL CERTIFICATE OF AUTHORIZATION NO 31751 EngineerSeal \��\ DO, UP. ;:WED FOR _ 0, � too s06AQ t �� * ; W = 1� p c , 'r +��cBO ��•., STATE OF N N ENGINEERING NOTE: WALL TYPE: EIFS OVER 5/8" PLYWOOD WALL FASTENERS: TOGGLE BOLTS (5/16" DIA DFS T ANCHOR OR 3/8" DIA MALE TYPE DFS LIBERTY ANCHOR) PROVIDE MINIMUM OF 3 FASTENERS (LETTERS "a") OR 4 FASTENERS (LETTERS "W",'w" OR LOGO) PER CHANNEL LETTERAS SHOWN OUTSIDE DIAMETER OF STANDOFFS SHALL BE GREATER THAN OR EQUAL TO TWICE THE FASTENER DIA. HALO -LIT REMOTE CHANNEL LETTERS SECTION DETAIL / 1-TOENGIN INSTALLATION INSTRUCTIONS ERINGNOTESTANDOFFS- REFFRTO ENGINEFAING NOTE EXISTING WALL ALUMINU WALLFASTENERS, REFER RETURNS TO ENGINEERING NOTE CLEAR POLYCARS BACK WEATHERPROOF ALUMINUM FACE NDUIT/PASS THROUGH LOW VOLTAGE LED CABLE TRANSFORMER BOX LED MODULES LEA POWER SUPPLY } UL RATED WIRENUTS ( BRANCH CIRCUIT (WRUNG HOTTO HOT, 9i9 0 NEUTRALTO NEUTRAL, DRAIN HOLES W/ # GROUND/BOND LIGHT COVERS . O TO GROUND) 120V LISTED DISCONNECT O SWITCH BEFORE BRANCH ORCUITBYOTHERS PRIMARYELECRICAL SOURCE (12'MIN. CONDUIINEC600-6 UL NTS &NEC 600.21 REMOTE CHANNEL LETTERS SECTION DETAIL / SCREW INSTALLATION INSTRUCTIONS ATTACHMENT OF FACE TRIM CAP EXISTING WALL ALUMINU WALL FASTENERS; REFER RETURNS TO ENGINEERING NOTE ALUMINUM BAOL WEATHERPROOF ACRYLIC FACE ONOUIT/PASS OUGH LOWVOLTAGE LED CABLE NSFORMER BOX LED MODULES POWER SUPPLY ATED WIRENUTS VNEUTRALTONEUTRAL. NCH CIRCUIT ING HOTTO HOT. UND/BOND DRAINHOLESW/ ! ROUND) UGHTCOVERS -VL1STtD DISCONNECT CHBEFOREBRANCH CIRCUITBYOTHERS 120V LISTED DISCONNECT SWITCH -'—PRIMARY ELECRICAL SOURCE(12'MIN. CONDUIT) NEC 600-6 NITS & NEC 600-21 TOTAL SQFT = 25.87 PART # WAWACL31 RML ESTIMATE # 120193 BACK5:.063'ALUMINUM PRE RNISHED WIW RETURNS:.040'ALUMINUM PRE FINISHED W/W DEPTH:S' FACES:.177'#2793 RED ACRYLIC- FLAT TRIM CAP:1'REDJEWEUTE LED: HANLEYLEOS-RED WALL FASTENERS:PER ENGINEERING NOTE Colors• 1 Channel Letters FACES:#2793 RED ACRYUC RETURNSINT:WHITE RETURNS EXT.-TO MATCH PMS 9876C METALLIC COPPER GLOSS TRIM CAP: REDJEWELTTE LED: RED Material for D Logo BACRSASO"CLEARPOLYCARBONATE RETURNS:.063'ALUMINUM DEPTKA" FACES:.125'ALUMINUM STANDOFFS: I 1/2'LONG STAINLESS STEEL, OIL >=2 X FAST'R DIA LED: HANLEYLEDs -WHITE WALL FASTENERS:SEE ENGINEERING NOTE Colors for Rev 1 Logo FACES: TO MATCH PMS #876C METALLIC COPPER GLOSS RETURNS INL•WHITE RETURNS EXT:TO MATCH PMS #876C METALLIC COPPER GLOSS TRIM CARWA LED:WHIIE Paint Colors 1) AKZO NOBELTO MATCH PMS #876C COPPER METALLIC GLOSS 1) WHITELEDS 2) RED LEDs 3) POWER SUPPLIES 4) UL APPROVED DISCONNECTSWITCH S) VMINELECTRICALWHIP/WEATHERPROOFCONDUITIPASSTHROUGH 6) SIGN IS WIRED AS IS ON SCHEMATIC FOR POWER SUPPLY ELECTRICAL SPECIFICATIONS LED MODULES= 617 110 VOLT INPUT HANLEY SECONDARY AMP. TRANSFORMER VOLTS ,WATTS INPUT 2 H60W-PPS277 12 1 60 0,9 TOTAL 1.6 (1) 20 AMP-120 VOLT CIRCUIT REQUIRED SIGN & AWNING CO INC 4590118TH Avenue North Clearwater, Florida 33762 www.thomassign.com Wawa - CL & CANOPY CL RW MASTERS Design Number: 89069 Installation Address: Various Project Identity Number: 84035 TSA � JZ MBV 03.03.21 Project Updates: P� zj7lZz FILE COPY 220I - CqZG e OUnderwriters �L laboratories, Inc. LISTING E89514 ELECTRIC SIGN COMPLIES TO UL 48 THIS ARTICLE 18 INTENDED TO BE INSTIUM IN ACCORDANCE WITH THE REOIIQiFhWS OF ARRCIE 6DD OF THE NATIONAL ELECR1GAL CODE ANDIOR OTHER AP WCABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDINGANDBOMI NG OPTIESIGN TM 3MTM MCSTM Warranty O Approved DATE: ❑ Approved as noted DATE:____ ❑ Revise & Re -Submit DATE: The designs, concept; drawings and specifications provided are the exclusive 1i 1of1 1Be- pN - pN - dN - pN WU pN ONl -�Rr OrN pAl - ONU -pry UXU - pRI - PN -�- pQl - frU — Ory pr - OrU OnU -Orr WU — OMU - pPJ - 010.1 - MU OIW — pAl — pRl - p1U - OXU ONU - OM pAl pd ! ! '---------------------------------------------------------------------------------- -______________-__� - ________ ----------- T0• L*a ----- uwmE T Acass - .TNF TB ,aww rRPFs,c //gip 5.0' UTMTI• CASE,ki/T • • • Et/ M FAVUR W NAi • 1 • •�• • . ORB. PO.,) IXpPnON tN .�• . I ORANGE AVE. sroP e,wa aN+E,E ro Acass S<W xM1 %UN. TO NFAw iINC i sTD>swx I -• cl ,j PAVDNFni ., TRACT 8 ,NDf%ra-ooiFBm ¢°¢ .: 3v 9'O p— sn — m �APPRpUWIE pP Cad I �-- • __16,` - 0.09 AC 1 w ss ss a - .. ss v......._ 1 :�'. % •16':: 3." ce,. 9ET[pCx[r000xG• :3'- neEcgn # �s j 0.l _a n�i 1 +. � �� •Dnca.uE^Yacx.uc• . g rmEnmwoasamx LEGEND ASPHALT PAVEMENT Steven L. Dobbs 4"CONCRETE SIDEWALK Engineering, LLC 6"STANDARD CONCRETE 1062JAKESWAY NOTE: Okeechobee, FI 34974 UNLESS OTHERWISE NOTFDIHECONTFACTOR LS RESPONSIBLE FORTEMPORARY DE-WATFAING g"HEAVY DUTY CONCRETE SCALE:1"=30' - Phone: (:363) 824-7644 OFSTItUCNRES, SEWER UNE, DRAINAGE PIPE D 15® AND WATER UNES. -u —. __amLv,Pon PARCEL ID: 2311-411-0002-000-7 LAND USE: MXD I r �r �yyS 5 sir. �P �i' �'. < :.>c.K:,.ip?;� pL"s loyj Jgii�S! o�l',`�� `•7 J - — o.L�°•�.=+'moo. ^:C �>9`s;,4.#�•::: fi.•.:.: �'��:.j' (i:fa:>� =1 ..rye �€:�.,,.>�•:::- - -, �, C ,,MIANOM IMM ad i:.: .,�<;:'a N •: nvK •N .ro'wCS' '<+�iP'�,'`5-,C; S MINN. �';Z;L,- •. i `i t•� .r�µ� 5�5Epe . ;y..,. ,i'2".;s'f•..';.?#`:�k:: tw WAWA i0 DOrgO® D„ME Ar at KINGSGATE CENTER LO LOCATED IN 5T. LUOE COUNTY, FLORIDA I Horizontal Control, Striping JOBNa_s2017-116 and Signage Plan Da of za 4 c: O 0 0 m m n0 m amm Zrv Cr f f® Z —� O0 0 FILE COPY 22D1 —eD 2 �c 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: 31" Channel Letter Wall Sign Engineering Calculations Table of Contents Structural Engineering Calculations Prepared by: John F. Dougherty, P.E. Florida P.E. No. 80640 Structural Calculations Client: Wawa #5380 Ft. Pierce Project Identity No.: 85144 Design No.: 78767 Code: Florida Building Code, 7th Edition (2020) - Building Pages 1- 4 No 80640 1 STATE OF ; 9/Z 9�2I 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 = 22.3 feet above grade (h<= 60') Installation height, z = 20.3 feet above grade 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 3.94 feet Width 8.67 feet Effective Wind Area 34.13 sq. ft. ASCE 7-16, Fig 30.4-1, PNEf30 = 44.0 psf -57.5 psf ASCE 7-16, Fig 30.4-1, Y = _ 1.32 ASCE 7-16, Eq. 30.4-1, Pnet= Y Kzt Pne130 = 75.7! psf Channel Letter Sizes Height Width Area W,w a Logo 2.60 2.08 1.60 2.92 1.75 2.52 7.60 3.65 4.04 feet feet sq ft Thickness 0.42 0.42 0.33 feet Max Dimension 2.92 2.08 2.52 feet Lateral Area 1.22 0.871 0.84 sq ft 1 of 4 9/29/21 Wind Force Normal to Sign Face Face Area (sq ft) 7.6 Pnet (psf) 75.7 Design force (lb) 574.6 No of anchors Force per anchor 143.7 3.6 4.0 75.7 75.7 275.8 305.9 91.9 Tension in bolts is 100% 100% Wind Force Applied to Side of Sign / Letter 76.5 lb tension comprised of 100% wind load LateralArea (sq ft) 1.22 0.87 0.84 Pnet (psf) 75.7 75.7 75.7 Design force (lb) 91.9 65.7 63.5 No of anchors 4 3 4 lb wind Fws per anchor 22.98 21.89 15.88 shear Self Weight of Sign / Letter r Assumed unit weight of sign, psf Sign area 7.60 3.65 4.04 sq ft Weight of sign, say 38.0 18.2 20.2 Ibs No of anchors 4 3 4 Fig per anchor (lb) 9.49 6.08 5.05 gravity shear Shear force lb total = Fws+ Fig = 24.87 27.97 16.66 shear Shear is 38% 22% 30% dead load and 92% 78% 95% wind load For load combination 1.0 DL+0.6 Wind: W,w a Logo 86.2 55.2 45.9 Ibtension 23.3 19.2 14.6 lb shear Standoff Distance 0.0 0.0 1.5 inches Moment 0.00 0.00 21.9 inch -lb To be shown on construction documents: A BASIC WIND SPEED, V: 160 mph RISK CATEGORY: II EXPOSURE CATEGORY: C DESIGN WIND PRESSURE. Pnet: 75.7 osf 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 Logo Tension, PT: 86.2 55.2 45.9 lb Shear, Ps: 23.3 19.2 14.6 Ib Moment, M: 0.0 0.0 21.9 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 a Logo For inch dia. T-Anchor Allowable tension, PTallow = 225 225 225 lb Allowable shear, Psallow = 575 575 575 lb Say dia of spacer sleeve = 2x bolt dia 0.625 0.625 0.6251 Resolve moment M into force couple with distance = spacer sleeve radius force in bolt due to M 0 0 70.0 Total tension in bolt, P'T 86 55 116 lb Stress ratio = P'T/PTallow + Ps/Psallow = P'T<= PTallow; OK P'T<= PTallow; OK P'T<= PTallow; OK Ps<= Ps<= Ps<= PSallow; PSallow; PSallow; OK OK OK 0.42 0.28 0.54 <=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 * From DFS/USA catalog 4 4 450 750 Allowable 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 58.3 lb Total tension in bolt, P'T 86.2 55.2 104.2 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 0.22 0.15 0.25 <= 1.00; OK <= 1.00; OK <= 1.00; OK 4 of 4 9/29/21