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HomeMy WebLinkAboutSign & Awning 1-13-22WAWA #5380 Ft. Pierce, FL V-10" 2'-10 1 /4" --I ------------------------------ 'LED Channel Letters & Halo Lit LoI 2.85' X 1.52'= 4.33 SF 9.83' X 2.93' = 28.80 SF TOTAL = 33.13 SF i c RECEIVED - Remote Transformers 93'-1 " A _ r SCALE: 3/4"=1'-0" Celebrating 52 Years of Quality Manufacturing and Service a , ' e,I,,.aca 5,s�,„z �' 00 w�x� �4�W"4�.•m"*a Color Reference 41�Red Jewelite Paint to Match 876-C Copper Metallic Gloss .187"#2793 Red Flat Acrylic Faces FILE COPY AdOO 311:1 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC z - a7, 6 Tjt�U' _-C4Ar�F.+PJ�Xi ti- 1 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 r MBV 104.01.19 Project Updates: 08.22.19 MBV - Updated art and elev 11.23.19 MBV - Updated disconnect Underwriters �L Laboratories, Inc. LISTING E89514 ELECTRIC SIGN COMPLIES TO UL 48 THIS ARTICLE IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE ANDrOR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDINGAND BONDING OFTHE SIGN, 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 ofThomaz Sign & Awning Company and may not he reproduced In any way, shape or fashion without the express written permission of Thomas Siqn & Awninq Company 7 1 7 of 10 Proposed Condition Rear Elevation Scale: 3/32"=1'-0" WAWA Various I 4'-S 1 /2" 9'-10" 2'-101/4" P1 I , I o o II I V-61/0--I- --- - - - -- - I I V-9 3/4" I — --—— —_-- — — — — ——--—'——— — — — --0 -�I -1 1 --I�----------' --F-77- I I 2'-11 1 /4" JUL I i i — E5 IUI� -- - - - -- - - - -- - - -- -I- — I 0 0 0 , I ------------ ------- 0 0 o I , ---- - - - - - -- _ ----y HORIZONTAL BLOCKING BETWEEN STUDS AS REQUIRD BY G.C. 35" LED Channel Letters & Halo Lit Lo( o - Remote Transformers Load:13.E Modules: 11 E1 TYP Wettc: 7.9 a 60.0 PS: HanlevLED 60. BIRD W A W A 11 mods 20 mods 12 mods 15 mods 12 mods 7.9w 14.4w 8.6w 10.8w 8.6w 5.5 mod/ft2 3.1 mod/ft2 3.7 mod/ft2 3.2 mod/ft2 3.7 mod/ftz 2.011 sq ft 6.511 sq ft 3.267 sq ft 4.617 sq ft 3.267 sq ft Channel Letter LED Layout 1=1 Modules Hanley LED Peregnne=P3072;-HIED P3072W 59 Modules: Hanley. LED Peregrine P3072 Red HIED P3072R'{ 70 Total:Modules , 50.4 Watks:: 2:,PowerSupplies Harney LED HarleyLED;60w 19 672, sq ft, 73,599 perimeter%feet ANCHOR LOCATIONS Celebrating 51 Years of Quality Manufacturing and Service P1 PAINT COLORS 5 ELECTRICAL NOTES 71VINYL COLORS (B FABRICATION NOTES Color Reference Red Jewelite f Paint to Match 876-C Copper Metallic Gloss ,! .177"#2793 Red Flat Acrylic Faces " REV' CODE t. A14CE ST. LUCIE Y BOCC p� ill 71 7-1L 2zb1 I-ULbg SCALE: 1/2"= V-0" I c COPY Design .-. PER FL BLDG CODE, 7TH ED (2020) BASIC WIND SPEED, V 160 MPH RISK CATEGORY II EXPOSURE CATEGORY C DESIGN WIND PRESSURE 63.0 PSF FL CERTIFICATE OF AUTHORIZATION NO 31751 / a No 80640 STATE OF �ORti - 1tv,� 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 LETTER AS SHOWN - OUTSIDE DIAMETER OF STANDOFFS SHALL BE GREATER THAN OR EQUAL TO TWICE THE FASTENER DIA. HALO -LIT REMOTE CHANNEL LETTERS SECTION DETAIL / 1-1/2'LONG STANDOFFS; INSTALLATION INSTRUCTIONS REFERTO ENGINEERING NOTE: XISnNG WALL ALUMINU - - WALL FASTENERS; REFER RETURNS TO ENGINEERING NOTE CLEAR POLYCARB BACK WEATHERPROOF ALUMINUM FACE ONDUrr/PASS THROUGH LOW VOLTAGE LED CABLE —TRANSFORMER BOX LED MODULES LED POWER SUPPLY L RATED WIRENUTS .; BRANCH CIRCUIT (; (AIRING HOTTO NOT, I NEUTRALTO NEUTRAL, jj 0 GROUND/BOND GRAIN HOLES W/ (((V 0 TO GROUND) UGHTCOVERs 120V LISTED DISCONNECT SWITCH BEFORE BRANCH CIRCUITBYOTHERS O PRIMARY ELECRICAL O SOURCE(1n-MIN. CONDUM NEC 60G( UL NTS &NEC600.21 REMOTE CHAN14EL LETTERS SECTION DETAIL / SCREW INSTALLATION INSTRUCTIONS ATTACHMENT OF FACES TRIM CAP EXISTING WALL ALUMINU WALL FASTENERS; REFER RETURNS TO ENGINEERING NOTE ALUMINUM BACK WEATHERPROOF ACRYLIC FACE CONDUIT/PASS THROUGH LOWVOLTAGE LED CABLE —,TRANSFORMER BOX LED MODULES LED POWER SUPPLY UL RATED WIRENUTS BRANCH CIRCUIT (WIRING HOTTO HOT, NEUTRALTO NEUTRAL, GROUND/BOND 0 DRAIN HOLESW/ S TOGROUND) LIGHTCOVERS 0 120V LISTED DISCONNECT SWITCH BEFORE BRANCH CIRCUITBYOTHERS 120V LISTED DLSCONNECf 0 SMNECT 0 PRIMAKYELECRICAL 0 SOURCE 0/2-MIN. CONDUIT)NEC 6OG-6 U�. .N7 S & NEC 600-21 TOTAL SQFf = 33.13 PART# WAWACL35RML ESTIMATE # 120191 BACKS:.063'ALUMINUM PRE FINISHED WM RETURNS:.040'ALUMINUM PRE FINISHED WIN DEPTH:S" FACES:.177'#2793 RED ACRYLIC -FLAT TRIM CAP.I"REDJEWELITE LED. HANLEY LEDS-RED WALL FASTENERS:PER ENGINEERING NOTE FACES:#2793 RED ACRYUC RETURNS 04T WHITE RETURNS EXRTO MATCH PMS #876C METALLIC COPPER GLOSS TRIM CAP: RED JEWEUTE LED: RED Material for Rev LED Logo BACKS:.ISO"CLEAR POLYCARBONATE RETURNS:.063"ALUMINUM DEPTHA" FACES:.125"ALUMINUM STAND-OFFS:1112"LONG STAINLESS STEEL; O.D. x 2 X FASTW DIA LEO:HANLEY LEDs -WHITE WALL FASTENERS: SEE ENGINEERING NOTE FACES:TO MATCH PINS #876C METALLIC COPPERGLOSS RETURNS INT:WHITE RETURNS EXLTO MATCH PMS #876C METALLIC COPPER GLOSS TRIM CAPAIA LED:WHITE 1) AKZONOBELTOMATCH PMS#8760COPPER METALLIC GLOSS 1) WHRELEDS 2) RED LEDs 3) POWERSUPPUES 4) UL APPROVED DISCONNECT SWITCH S) 6'MINELECTRICALWHIPIWFATHERPROOFCONDUIT/PASSTHROUGH 6) SIGN IS WIRED AS IS ON SCHEMATIC FOR POWER SUPPLY LED MODULES= 70 110 VOLT INPUT HANLEY SECONDARY pMp, TRANSFORMER VOLTS WATTS INPUT 2 1 H60W-PPS277 12 1 60 0.9 TOTAL 1.6 (1) 20 AMP420 VOLT CIRCUIT REQUIRED 11 i Le] 1y1 riw SIGN & AWNING CID INC 4590118TH 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 T51iz MBV 103.0321 Project Updates: X OUnderwriters �L Laboratories, Inc. LISTING E89514 ELECTRIC SIGN COMPLIES TO UL 48 THIS MRCIE IS INTENDED TO BE GLSTALLID IN � WIM THE REWOtaMEHD9 OF ARTICLE 600 OF THE NTMAL ELEOTHIM CODE ANDIOR OTHER APPUCASLE LOCAL CODES, THIS INCLUDES PRGPM GROUNOINGAND SLP.IING OF IIE SIM TM 3MTM MCSTM Warranty ❑ Approved DATE: ❑ Approved as noted DATE: ❑ Revise & Re -Submit ' �— aRU — o1aJ — ORU — CHD — CNU — aRll — t1l1 �E✓r aNll OIN = au — ON — ORD — LwJ — oIN —� ON — aw — aMD — axu as — OMl — awy — ONV WU — awl — aIu — aXD pU — aRD — aw _ awl aw—awl —awl __ — 1---------------------- ---------------------------------------------------------------------------------- ----------------------------------- ---------- -- ----------------------------------------------------------------------------------------------------------------------------------------ia.Fsc— ao•unun usoan—r � - w FAKR a rvea D.¢a TSI, Pc n ON — — a11D 0 urm I�s�.. Tu I 1 FILE c;®PY C 00m 0n m aim z�® CAI 0m 0 AZ zzv i - © z, 8 I I 5 LEGEND ate. a� �. w �« w�� D �u ��a. a e a�aw.�•�D �.�a�.a..n.art., w�,.m �a.� ..Da 6a�� ..aDa.d �, �.a�D., n_.a. �..D.�D �„ aa�a, _ __ ASPHALT PAVEMENT Steven L. Dobbs 4- CONCRETE SIDEWALK 0 Engineering, LLC �atKINGS "�'GATiE CENTER 6"STANDARDCONCRE7E 1062 JAKES WAY s avmmm om R[v6EluW'W4FFNuu6IXRIDIT LOCATED IN ST. LUCIECOUNTWfLOkIDA �I.�� NoTE.. Okeechobee, FI 34974 UNLE5SOTHERWISENOTEDTHECONTFACTOR 8"HEAVY DUTY CONCRETE SCALE:1"=30' Phone: 863 824-7644 ' °L�°0 CL°'•"•'""""N11`D64NFNR�F6EM0°� IOBNO: ZOS7-0S6 ISRFSPONSIBIEFORTEMPORARYDE-WATERING i INyA9 a pEve[Pum1R5 PDIaLW.YRR,FN.SwET Nuymms Horizontal Control Striping SHEET OFSTRUCTURES, SEWER UNE,DRNNAGE PIPE ® y �+-�- J ANDWATERONES. D ]S 30 b0 II/i6/y9 b!A aT"yMtREv6gn-aEquFuvmcw nlm Kw-PIan murtorumnewn"•wmoxrro No. GATE By REOSIDNS O•• la O4 OF 24 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: 35" 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 DOUG4 No 80640 STATE OF / �ORIDA• �� 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 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 = 15.3 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 4.46 feet Width 9.83 feet Effective Wind Area 43.84 sq. ft. ASCE 7-16, Fig 30.4-1, PNEr30 = 44.0 psf -47.9 psf ASCE 7-16, Fig 30.4-1, y = 1.32 ASCE 7-16, Eq. 30.4-1, Pnet= y Kzt Pne130 = L r 63�0 psf Channel Letter Sizes Height Width Area W,w a Logo 2.94 2.33 1.81 3.33 2.00 2.85 9.78 4.66 5.17 feet feet sq ft Thickness 0.42 0.421 0.33 feet Max Dimension 3.33 2.331 2.85 feet Lateral Area 1.39 0.971 0.95 sq ft 1 of 4 9/29/21 Wind Force Normal to Sign Face Face Area (sq ft) 9.8 Pnet (psf) 63.0 Design force (lb) 616.5 No of anchors Force per anchor 154.1 4.7 5.2 63.0 63.0 293.7 326.0 97.9 Tension in bolts is 100% 100% Wind Force Applied to Side of Sign / Letter 81.5 lb tension comprised of 100% wind load LateralArea (sq ft) 1.39 0.97 0.95 Pnet (psf) 63.0 63.0 63.0 Design force (lb) 87.4 61.2 59.9 No of anchors 4 3 4 lb wind Fws per anchor 21.86 20.39 14.97 shear Self Weight of Sign / Letter Assumed unit weight of sign 5 psf Sign area 9.78 4.66 5.17 sq ft Weight of sign, say 48.9 23.3 25.9 Ibs No of anchors 4 3 4 Fg per anchor (lb) 12.23 7.77 6.47 gravity shear Shear force lb total = Fws+ Fg = 25.05 28.16 16.31 shear Shear is 49% 28% 40% dead load and 87% 72% 92% wind load For load combination 1.0 DL + 0.6 Wind: W,w a Logo 92.5 58.7 48.9 lb tension 25.3 20.0 15.5 lb shear Standoff Distance 0.0 0.0 1.5 inches Moment 0.00 0.00 23.2 inch -lb To be shown on construction documents: l BASIC WIND SPEED, V: 160 mph RISK CATEGORY: II EXPOSURE CATEGORY: C. DESIGN WIND PRESSURE, Pnet: 63.0 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 Logo Tension, PT: 92.5 58.7 48.9 lb Shear, Ps: 25.3 20.0 15.5 lb Moment, M: 0.0 0.0 23.2 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 0.35125 a Logo 0.3125 inch dia. T-Anchor 0, 125 Allowable tension, PTallow = 225 225 225 lb Allowable shear, Psallow = 575 575 575 lb Say dia of spacer sleeve = 2x bolt dia 0.6251 0.625 0.6251 Resolve moment M into force couple with distance = spacer sleeve radius force in bolt due to M 0 0 74.2 Total tension in bolt, P'T 921 59 123 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 0.46 0.30 0.57 <=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 61.8 lb Total tension in bolt, P'T 92.5 58.7 110.7 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 >= P5; 750 >= PS; 750 >= PS; OK OK OK 0.24 0.16 0.27 <=1.00; OK <='1.00; OK <=1.00; OK' 4 of 4 9/29/21