HomeMy WebLinkAboutSign & Awning 2-1-22WAV?A #5380
Ft. Pierce, FL
5" Deep Front Lit LED Illuminated Letters & Logo (on 4"x 7" Extruded Raceway) - Ri
Color Reference
Side
3M 3635-210 .187"#2793 Red Flat Akzo nobel White
Red Jewelite Aft. Face of Logo Bronze Day/ Acrylic Faces For Letters Raceway
NW7 <1* White Night Red Jewelite <>
JAN 2G22
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PtifM1,
Celebrating 52 Years of Quality Manufacturing and Service
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0'-5"
/4"
1
0'-7"
1
EDGE OF CANOP
SCALE: 1 " = 1'-0"
SQ FT: 9.02'
Oli1Qt�`� �►G�1{1`J
MIN. SETBACK REQ.
FRONT
SIDES
CNR SIDES
Self -Contained Flush Mount Canopy Sign (Side Vi
Scale:3/4"= 1'-0"
SIGN & AWNING CO INC
4590 118TH Avenue North
Clearwater, Florida 33762
www.thomassign.com
WAWA # S380
Design Number:
78767
Installation Address:
121 S. Kings Highway
Ft. Pierce, FL
34945
Project Identity Number:
85144
M. ITMMIM r
TSA I BB
MBV 104.01.19
Project Updates
X
Underwriters
�L Laboratories, Inc.
LISTING E89514
ELECTRIC SIGN
COMPLIES TO UL 4B
THIS ARTICLE IS INTENDED TO BE INSTALLED W ACCORDANCE
WITH THE REQUIREMENTS OF ARTICLE BUD OF THE NATIONAL
ELECTRICAL CODE ANDIOR GRIER APPLICABLE LOCAL CODES.
THIS INCLUDESPROPERGROUNDINGANDBONDINGOFTHESIGN.
TM
3MTM MUSTM Warranty
.. .
❑ Approved
DATE:
❑ Approved as noted
DATE:
❑ Revise & Re -Submit
DATE:
The designs, concepts, drawings and
specifications provided are the exclusive
property ofThomas Sign & Awning Company
and may not be reproduced in any way, shape
or fashion without the express written permission
ofThomas Sign & Awninq Company
VVAWA
Various
RIGHT SIDE INSTALLATION
7/8"DIA.
ELECTRICAL PENETRATION
(IN BEAM ONLY)
1-1/2" DIA.
ELECTRICAL PENETRATION
(IN 24G METAL ONLY)
6-9 1/4"
4'-5 114" b'-4 1/2'1 V-11 1/4"
rr--�-- r�-------------------------------------------------------
E5
J- �- - BOXED SQFT. = 9.02'
5" Deep LED Illuminated Letters & Logo (on 4"X 7"Extruded
NOTES: RIGHT SIDE INSTALLATION
• FLAT HEAD SCREWS TO BE USED
• DISCONNECT SWITCH, THE MANUFACTURING AND U.L
LABELS SHOULD BE PLACED ON LEFT SIDE OF RACEWAY
LED
0
WALL FASTENER LOCATION, TYPICAL
- RIGHT SIDE
Load: 30.0%
Modules: 25
Watts: 18.0 of 60.0
PS: HanleyLED 60w
W
A W
A
GOOSE
9 mods
5 mods 6 mods
5 mods
20 mods
6.5w
3.6w 4.3w
3.6w
6.0w
6.7 mod/ft2
7.4 mod/ft2 6.3 mod/ft2
7.4 mod/ftz
21.6 mod/ft2
1.341 sq ft
0.673 sq ft 0.951 sq ft
0.673 sq ft
0.925 sq ft
25 Modules:.Hanleyf LED.-. Peregrine P3072 RedHLED-P3072R
20 Modtiles:.Haliley LED `-''Phoenix PF-2030 Mirii HLED PF203'6
45 Total Modules , ;24 0 Watts
2 Power Supplies Hanley ;LED HanleyLED 60w°
4'S61 q ft ,:,36 152 verimeteffloet _
ut
Load: 10.0%
Modules: 20
Watts: 6.0 of 60.0
PS: HanleyLED 60w
io
Celebrating 51 Years of Quality Manufacturing and Service
^ 9 PAINT COLORS 5 ELECTRICAL NOTES V1 VINYL COLORS 5 FABRICATION NOTES
1
I
1
I
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I
V-2 3/4"
0'-17"
Scale: 1"=1'-0"
SQFT: 9.02'
D esign Loads
PER FL BLDG CODE, 7TH ED (2020)
BASIC WIND SPEED, V
160 MPH
RISK CATEGORY
II
EXPOSURE CATEGORY
C
DESIGN WIND PRESSURE
220 PSF
FL CERTIFICATE OF AUTHORIZATION NO 31751
.4
No 80640 _
Color Reference
Red Jewelite
3M 3635-210
Face of Logo Bronze Day/
White Night
.187"#2793 Red Flat
Acrylic Faces For Letters
Akzo nobel White
Raceway
Paint to Match 876-C
Copper Metallic Gloss
Returns
STATE OF ' REVIEWED FOR
CODE COMPLIANCE
ST. UCIE COUNJY BOC
701
SECTION DETAILS / INSTALLATION INSTRUCTIONS
1. EXISTING CANOPY
2. ACRYLIC FACES
3. 1"JEWELITE TRIM CAP
4. ALUMINUM BACKS
5. ALUMINUM RETURNS PAINTED
6. WALL FASTENERS, QTY 18, #8-1 a
SELF -DRILLING SHEET METAL SCREWS
7. LED LIGHTS
8. LED POWER SUPPLY
9. EXTRUDED ALUMINUM RACEWAY
10. 120V LISTED DISCONNECT SWITCH
11. 1/2"MIN CONDUIT, WEATHERPROOF PASS
THROUGH)
12. DRAIN HOLES WITH LIGHT COVERS IF
OUTDOORS
13. SCREW ATTACHMENT OF FACES
14. BRANCH CIRCUIT (WIRING HOTTO HOT,
NEUTRALTO NEUTRAL, GROUND/ BOND
TO GROUND)
15. UL RATED WIRENUTS
16. WEATHERPROOF DISCONNECT SWITCH
18. SAFETY CHAIN IN RACEWAYTO PREVENT
COVER FROM FALLING
19. PRIMARY ELECTRICAL
NTS
TOTAL SQFT = 9.02'
PART # WAWACL16RWBCKR
ESTIMATE # 156036
BACKS..040'PRE FINISHED ALUMINUM
RETURNS: ,050"PRE FINISHED ALUMINUM DEPTH: 5'
FACBS:.187'42793 RED ACRYLIC -FLAT
TRIM CAP:1'JEWELITE
LE.Da HANLEY LED -PEREGRINE P3072-RED
FASTENERS: AS REQUIRED
Colors for LED Letters
FACES:02793 RED ACRYLIC
RETURNS INT:WHITE PRE FINISHED
RETURNS EXT: PAINT TO MATCH PMS 1876C METALLIC COPPER GLOSS
TRIM CAP REDJEWELITETNMCAP
L.E.D.: RED
Material for LED CL ,,,
BACKS: .M0' PRE FINISHED ALUMINUM
RETURNS:.OSO°PRE FINISHED ALUMINUM DEPTH: S'
FACES:.177° #2447 WHITE ACRYLIC -FLAT
TRIM CAP:T°JEWELTrE
L.E.D.: HANLEY LED- PHOENIX PF-2030 MINI -WHITE
FASTENERS:ASREQUIRED
Colors for LED CL ...
FACES -WHITE
RETURNS INT: WHITE PRE FINISHED
RETURNS EXr.PAINTTO MATCH PUS 4976C METALLIC COPPER GLOSS
TRIM CAN WHITE JEWELITETRIMCAP
LE.D.' WHITE
1) 4"X7"EXTRUDED ALUMINUM RACEWAY
2) SAFETY CHAIN IN RACEWAYTO PREVENT COVER FROM FALLING
1) AKZO NOBELTO MATCH PMS #876C COPPER METALLIC GLOSS
2) AKZO NOBEL WHITE SATIN FIMSH
1) 3M 3635.21 OPERF VINYL DIGITALLY PRIMED BRONZE
POWER SUPPLIES
QTY. I - UL APPROVED DISCONNECT SWITCH
6'MIN ELECTRIAL WHIPANEATHERPROOF C01
SIGN IS WIRED AS IS ON SCHEMATICFOR POW
ELECTRICAL SPECIFICATIONS
LED MODULES=45
HOVOLT INPUT
HANLEY
TRANSFORMER
SECONDARY
VOLTS WATTS
AMP,
INPUT
2 1 H60WPPS277
12 1 60
0.9
TOTAL
1.8
1 20 AMP420 VOLT CIRCUIT REQUIRED
1
SIGN & AWNING CO 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
TSAr-- -- J`Z,__..__.___
MBV03.03.21
Project Updates:
FILE COPY
OUnderwriters
�L Laboratories, Inc.
LISTING E89514
ELECTRIC SIGN
COMPLIES TO UL 48
101:S
3MTM MCSTM Warranty
❑ Approved
DATE:
❑ Approved as noted
DATE:
❑ Revise & Re -Submit
1 I 1 Of 1
SCALE: 3/4" = 1'-0"
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UNLESS OTHERWISE NOTEDTHE CONTRACTOR
ISRESPONSIBLE FOR TEMPORARY DE•WATERING
B' HEAVY DUTY CONCRETE
SCALE:10=301
OF STRUCTURES, SEWER LINE, DRAINAGE PIPE
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Horizontal Control, Striping
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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: Raceway -Mounted Canopy 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- 3
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\�`\ &®®uGN�;
No 80640
'W�
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
Sign attached to eave of open building
Building eave height or mean roof height, h = 20.6 feet above grade (h<= 60')
Installation height, z = 20.3 feet above grade
Roof Shape: Monoslope
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 30.7 for Open Buildings
(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, Section 26.11, G =
ASCE 7, Table 26.10-1, Kh=
ASCE 7-16, Section 26.8, Topographic Factor, Kzt
ASCE 7, Section 26.7.3, qh = 0.00256 Kzt Kh VZ=
ASCD 7, Fig. 30.7-1 for monoslope roof
Roof plan dimensions:
Eave Heights; High
Roof Angle, 9 =
10% of least roof plan dimension=
0.4h =
dimension a=
Overall Size of sign Height
Width
Effective Wind Area
ASCE 7, Fig. 30.7-1 CN =
ASCE 7, eq 30.7-1, p= qh G CN =
0.85
0.94
1.00
61.6 psf
55.0 ft X 198 ft
25.2 ft; Low 16.00 ft
9.46 degrees
5.50 ft
8.23 ft
5.50 ft
1.67 feet
6.77 feet
11.31 sgft<a"2
3.60 Zone 3
-4.20
188.5 psf
-219.9 psf
Use p=! 219_9) psf
1 of 3 9/29/21
Sign or Channel Letter Sizes
Sign
Height 1.67 feet
Width 6.77 feet
Area 11.31 sq ft
Thickness 0.75 feet
Max Dimension 6.77 feet
Lateral Area 5.08 sq ft
Wind Force Normal to Sign Face
Face Area (sq ft) 11.31
Pnet (psf) 219.9
Design force (lb) 2486.8
No of anchors 18
Force per anchor 138.2 lb tension
comprised
Tension in bolts is 100% of wind load
Wind Force Applied to Side of Sign / Letter
LateralArea (sq ft) 5.08
Pnet (psf) 219.9
Design force (lb) 1116.8
No of anchors 18
Ib wind
Fws per anchor 62.05 shear
Self Weight of Sign / Letter r Assumed unit weight of sign 5 psf
Sign area 11.31 sq ft
Weight of sign, say 56.5 Ibs
No of anchors 18
Fg per anchor (lb) 3.14 gravity shear
Shear force
lb total
= Fws+ Fg =
62.12 shear
Shear is
5% dead load
and
100% wind load
For load combination 1.0 DL+0.6 Wind:
82.9 • 1 lb tension
40.4 j lb shear
2 of 3 9/29/21
To be shown on construction documents:
BASIC WIND SPEED, V: 160 mph
RISK CATEGORY: 11
EXPOSURE CATEGORY: C
DESIGN WIND PRESSURE, Pnet: ___ 220 psfu
Refer to International Code Council - Evaluation Report ESR-2196 "Hilti Self -Drilling and Self -Piercing Screws"
Check #8-18 screws
back of cabinet are 0.063" thick
assume face of canopy fagade > 0.063" thick
Table 2, Allowable Tensile Pull -Out Load = 125 lb
Table 3, Allowable Tensile Pull -Over Load >= 170 lb
Minimum allowable tension = 125 lb
Table 4, Allowable shear (bearing) = 373 lb
Stress ratio = 82.9 / 125 + 40.4 / 373 = 0.77 <=1.00; OK
3 of 3 9/29/21