HomeMy WebLinkAbout23-6888Name: WILmZEpHYRH|LLSLLC
�Electrical Permit Fee
Permit Type: Building General (Commwmial)
Class of Work: Monumental Sign
Issue Date: 04/25/2023
Contractor: SKYH|GHSIGNS AND
L|GHT|NGLLC
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property thal
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
.*-'ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOK
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Name: WLN ZEPHYRHILLS LLC
Address: 2970 Peachtree Rd NW 805
ATLANTA, GA 30305-2117
Phone:
BGC-005954-20ii 23
Issue Date: 04/25/2023
Permit Type: Building General (Commercial)
Class of Work: Wall Sign
Building Valuation: $35,000.00
Electrical Valuation: $2.00
Mechanical Valuation: $1 .00
Plumbing Valuation: $1 .00
Total Valuation: $35,004.00
Total Fees: $390.00
Amount Paid: $390.00
Date Paid: 4/25/2023 10:16:58AM
Contractor: SKYHIGH SIGNS AND
LIGHTING LLC
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
VNEz.1,1,01, 0��—N
Owl-
PEfIT OFFICE0
4*-,Tir4 ff Ito', M1 WN
ilSil I gi
#.,. ffle
Im
LOT 3 - 1.42
CAR WASH
3,738 SF
F.F.E. = 12920
F E, OF TUNNEL 12 .87
A
\Z\
0V'41Y/WBj1 INCU/491TY
1
OA 101011 OB
LOT 4 -046
SE �4
g
SITE PLAN
PROPERTY;
LINE
4w 1p.
1, J
-yP.
U)
s L
Owner/Landlord Approval
6801 Mount Hermon Church Rd, Ste C, Durham, NC 27705 (P) 919-552-8689 (F) 919-557-132
g tL'w 'gp>-v Sq, Ff. Signage:
or
187,16
Signage Allowance:
41,00 Sq, Ft,
(1.5 Sq. Ff. Per U. Ft, of Frontage)
IMPOSED IMAGERY
Vo>
DETAIL
fl
T
Im WXTAGE
4i"
a
--ACWf= L
6801 Mount Hermon Church Rd, Ste C, Durham, NC 2
LO
SPECIFICATIONS
ILLUMMATED
CHANNEL LETTERS
Size:
As in drawing
Trim:
Trim Color:
Black
Return Color:
Black
Return Depth:
5"
Face Color:
See above
Face:
1/8' Acrylic
Letter Interior:
Gloss White
Illumination:
LED
Mounting:
Stidded Letters
— s (F�l 919-552-8689 9 (F) 919-557-1322
-� lf20 Degvee
Angie on,
IMPOSED IMAGERY
DETAIL
Ma� W 3 K.
NORMAL 4 PER (EMR
=P1
rRnvass-02meR
MM BACK
LOIN YOti15mE WME
6801 Mount Hermon Church Rd, Ste C, Durham, NC 27705
SPECIFICATIONS
CHMNEL LETTERS
Size:
ks in drawing
Trim:
Trim Color:
Black
Return Color:
Black
Reftim Depth:
51,
Face Color:
See above
Face:
1/8" Acrylic
Letter inteitor:
Gloss White
Rita in
LED
Mounfing:
01 Sruddod Leffers
919-557-1322
PROOF
Sq. Ft. Signage:
39,16
r%'
Signage Allowance:
133,33 Sq. Ft,
(I Sq. Ft. Per U. Ft. of T
I I
Pole S
741,
DETAIL
1/2" THICK
8"TALL Crj,%m4
AJNTED
iridsh Coffee w/
i Flot/Satin Finish
ALUMINUM CABINET &
Size:
As In Drcrmng
Face Color:
As In DraMng
Vinyl Colors:
As In Drawing
Face:
Flat
Cabinet Interior:
Gloss White
Cabinet Color:
Black
Retainer:
I , 5" & 2.0"
Iflurrination:
* (P) 919-552-8689 * (F) 919-557-1322
plpr� SIDE I SIDE 2
24.00'----7 4.00 Sq. Ft.F— CITY: I
SIDE I SIDE 2
24,00'-, 4.00 Sq. Ft.
QTY: I
Owner/Landlord Approval
Size:
As In Drawing
Material:
Aluminum Square Tubing
& Panels
Face Color:
SA/ 7693 Stonebriar And
As Determined By Message
Leg Color:
SW 6076 Turkish Coffee
Mounfing:
Into Earth
6801 Mount Hermon Church Rd, Ste C, Durham, NC 27705 * (P) 919-552-8689 * (F) 919-557-132-5
IBM
-!,- 20 Degree
An gle on
(1,5 Sq Ft Per Li. Ft. of Frontage) F- 143.25"
CD
If -- ----- --j
CITY OF ZEPH'YRHI'w,-V,,D 17.91 Sq. Ft.
BUILDING OFFICIAL QTY- I
IMPOSED IMAGERY
DETAIL
OF 3
CO�ff
MCK 0
-ow �Mmm
Sara WXXUA�
6801 Mount Hermon Church Rd, Ste C. Durham, NC 27705
ADDITIONAL ELEMENT
ALUMINUM PANS
Quantity:
3
16" Size:
As in drawing
color
Black and White
Retums:
Mounting:
Angle into facade
NOTE: CENTERED UNDER L*HTS
AND 6" DOWN FROM THE BOTTOM
OF SCONCE VERTICALLY
SPECIFICATIONS
CHANNEL LETTERS
Size:
As in drawing
Trim:
Trim Color:
Black
Return Color:
Black
Retum Depth:
5"
Face Color:
See above
Face:
1/8" Acrylic
Le ter Interior:
Gloss White
Illumination:
LED
Mounting:
Studded Letters
* (P) 919-552-8689 e (F) 919-557-132 1
ill I�fr:�ll
T
SqFt. Signage:
IF 27.68
Signage Allowance:
N/A Not Counted as Signage
I
MMMUM, CF 3
RIOUNrM SURFACE
Owner/Landlord Approval
F------------221 ,50'
Li -0
INSTRUCTIONALANFORMATIVE MESSAGE
(NOT COUNTED TOWARD ALLOWANCE)
QTY: I
IMPOSED IMAGERY
SPECIFICATIONS
NON ILLUMINATED
PVC LETTERS W/ STUDS
zolze:
As in drawing
Thickness:
1/2"
Face Color:
Yellow
Edge Color:
Yellow
Mounting -
Studs wl Silicone
6801 Mount Hermon Church 4d, Ste C, Durham, NC 27705 4, (P) 919-552-8689 0 (F) 919-557-1322
813-780-0020 City of ZophyrhiNs Permit Application Fax-813-784-0021
Building Department
Data Received
Phone Contact for Parmittin
Owner's Name „ Owner Phone Number
Owner's Address Owner Phone Number T�
Fee Simple Titleholder Name � � wner Phone Number _.
Fee Simple Titleholder Address
JOB ADDRESS
SUBDIVISION
1.13TAINED FROM PROPERTY TAX NOTICEI
WORK PROPOSED NEW CONSTR e ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR Comm OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK {d3 ((� yfdd% Cigt� �p �t� i l€da 614 CXFJ ��1f G�_
BUILDING SIDE so FOOTAGE HEIGHT ! __
BUILDING
o VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.
=PLtJMBING S t
EDMECHANiCAL $ VALUATION OF MECHANICAL INSTALLATION74S f;
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS ®� FLOOD ZONE AREA =YES NO
BUILDER COMPANY i BE e d
SIGNATURE tralsTeieeD�aN rEEcuR ea �Y.i
Address u License #
ELECTRICIAN COMPANYVNF
tmm
SIGNATURE _ 9(� REGISTERED IEC1.R YIN p��
Address ('EI;, T- RY��.�`r,�ty I t-icensa #
PLUMBER COMPANY
SIGNATURE__ RF,CISTE4E.DPEEOIto-zReN Y/N
AddressLicense#
MECHANICAL
SIGNATURE R eGISTEREDOMPANY Y 1 N FEE -GRREN Y IMN T
Address License # -
OTHER COMPANY
SIGNATURE REGISTEREq IL Y % N r-EE cuRREN Y / N
Address - v ^�m License # E =.—=
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsnarge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
„ Sanitary Facilities &E 1 dumpater. Site Work PgrMjt tar,ali new projects. All commercial requirements must meet compliance
SIGN PERMIT e Attach (2) sets of Engineered Plana <i
RRQPERTY SURVEY required for all NEWeonstruiction.
Directions:
Fill out app0cation completely;'
Owner R CqIntractor sign back of application, notarized
If over 25il4, a t3trtice of Commencement ix required. (ArC1des over $7544)
*' Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notanz6d ifttter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed' restrictions" which may be more restrictive
than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions,
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner of intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that be is not property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees Must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, the applicant,
have been provided with a copy of the 'Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida [)apartment of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the 'owner" prior to commencement,
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work, will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand trial the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterNVastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayhoads, Weiland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
L En)(t 'ronrRental Protection Agency -Asbestos abatement.
JS
ede;44va4v
0 ythority-Runways,
ginderst'gridl,that the following rest c ons apply to the use of fill:
U4 of fill is not allowed in Flood Zone W" Unless expressly permitted.
If the fill material is to be used in Flood Zone "A', it is understood that a drainage plan addressing a
"compensating Volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless tile work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned,
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT (F.S. 117,03)
OWNER OR AGENTgEje�-4-4-4(
CONTRACTOR ,�L'��e-Ugl�
S Wrbdand sworn tl(or affirmed) before me this
3
sub 'b d d to affi d)b f is
IN ore me
, J.c.
Wh is/are p or has/have produced
Who is are 21giignaltXIM2wn to me or has/have produced
-as identification.
as identification.
ortary Public
Notary Public
Commission No.
Commission No. _
-fyperi
Name of Notary typ printed or stamped
Name of No5 Fry too or stamped
X
Wall Sign (alkla Fascia Sign)
A sign which is painted on, fastened to, or erected against the wall of a building with its face in a
parallel plane to the plane of the building fagade or wall and which does not project more than
eighteen (18) inches from such building. This definition shall include the painting of a sign on a
wall surface,
Warning Sign
Any sign which is designed to provide public notice of a clear and present danger to public
health, safety, and welfare.
Window
An opening to the outside other than a door which provides all or part of the required natural
light, natural ventilation, or both to an interior space. The glazed portion of a door in an exterior
wall may be construed to be a window in regard to the provision of natural light.
Window Sign
A window sign is one which is painted on, attached to, or visible through a window (excluding
displays of merchandise), which identifies or advertises activities, services, goods, or products
available on the parcel.
SECTION 5. AMENDMENT TO PARTS 8.01.00 THROUGH 8.07.00 OF ARTICLE VIII.
Parts 8.01.00 through 8.07.00 of Article VIII, Signs, of the City of Zephyrhills Land
Development Code, is hereby substantially amended and reworded as follows:
Part 8. SIGNS
8.01.00 Sign Permits
A. Permit Required. No person shall erect or assist in the erection, construction,
maintenance, alteration, relocation, repair, or do any work upon any sign for which a sign permit,
and any other required permit, has not been obtained. Any such sign shall be illegal and is a
violation of this Section. Structural and safety features and electrical systems shall be in
accordance with the requirements of the City's adopted construction/building code. No sign shall
be approved for use unless it has been inspected and found to be in compliance with all the
requirements of this Code,
& Application; Determination of Completeness. Before any sign permit is issued, a
written application, in the form provided by the City Manager, or his or her designee, shall be
filed, together with such drawings and specifications as may be necessary to fully advise the city
of the location, construction, materials, manner of illuminating, method of securing or fastening,
the number of signs applied for, the consent of the property owner, and the wording of the sign,
Upon the submission of an application, staff shall have ten (10) business days to determine
whether it is complete. If staff finds that the application is not complete, they shall provide the
applicant with written notice of the deficiencies within the ten-day period. Upon resubmission of
the application, staff shall have five (5) additional business days to determine whether the
applicant's revisions are sufficient to complete the application. If they are not, staff will again
inform the applicant of any remaining deficiencies in writing. This process shall continue until
the applicant has submitted a complete application, or demands that the application be reviewed
"as is."
C. Administrative Review. Administrative review of sign permit applications shall
include the following:
1. Review of all information submitted to determine conformity with this Code,
2. An on -site inspection of the proposed sign location.
The City Manager, or his or her designee, shall approve or deny the sign pen -nit based on
whether it complies with the requirements of this Code, and shall approve or deny the sign
permit within thirty (30) calendar days after receipt of a complete application or from the date
the applicant demands that the application be reviewed "as is". The City Manager, or his or her
In
Date:
To Whom It May Concern:
License Holder: Albert Brown Jr. State License: EC-0003179
I hereby authorize the following individuals to act as my agent in all areas of permitting and
licensing procedure with the municipality to which this is presented.
lill i lll!!l I Ill I III! will III Ill I I
This authorization is for the following location:
Take 5 Oil
Date Signed:
Contractor
State of Florida
County of kE p-N4-00
The foregoing instrument was acknowledged before me by means of Z physical presence
online notarization this _2gT!_ day of 20 a3 by
who W�4s personally known to me, or V has
L la I
procluce�d �V��tification and who did not take an oath.
%0% 111111"', '0
,an a
y C0
Signature of NOTARY PUBLIC M,, !�XPires:
A P 13, 2025
No. Ny 9-QO33
SEAL
111f0 Flo \%%%
11111%RW
11
pm
I
44" t
WALL SIGN BY SIGNS
UNLIMITED NC
-1
I 111AM Lei RM11 10 1 IN I A I Is gal III
RECOMMENDED LOCATIONS FOR
FASTENERS - SEE DETAILS FOR SIZE
AND TYPE (6 REQD)
60" LOGO SIDE A & B & FRONT ELEVATION A
SCALE: N.T.S.
NIND DATA
WI4qp Code
k
SO& I �potaxe Famr, 1
10
Base Pressure, ylor,�K,
25-6 pst
Nind Lead C Lrrefla
Drec,.onalfty Factor, K,
085
:,mean Roof Has�ght, h
2c, ft
sfsnd Speed, V
40 ""
Torms9raphy Factor, K,,
10
Expos;_,re Coe'cien, K,
0,90
�xposure Catego-y
Cp
ASr Wild Load F2CMIT, V
Q,rl
veictity EiLscF-e, yRn
<3.1 ..
Mark I
_fased
xestNia
Type
L
Wall Type
AiloW I
ltmir
ANOW, Anchor
Pulkon gmted
Wood Notes
ThII
1
0 "k A, a tee
Bw
I Aw --
-- 1
2
3
7YoS
yes
3/8'HiltiffLCAnchar
Wood
Masonry & Coy brick
200
30LI
350 3
300 1114
3
-- .:Refer tomanufarturers; specifications formimmum req's,
4
yes
To -Thr. Wt
Maszwoy (Ho3ow), WGad, Cold-Forot Steef
300
3m
No
3/8'Exean-sron Best
Masonry (HlBxf), Coocoste
303,
330 5
6
pht
None
more
G
0
WALL 90M Na - FLUSH K40UNT TO WALL
Wind Pressure Override
1,,ter or Appi caui_n
Section
Location
Height
width
I
Weight
I
Area
I
Weight
I
Top
Elaab�a
I
GC,
q'GC'
Pullout
Force
t
Ht- Above Gra
F.
Base of Fig,
4-3
5
22
108
20
-.28
29.6
641
20
"A2
1 32.3
D
Q0
5
3
t�
ID
-
- Zo
32 a
C,
Top of SiI
0,0
au
5
3
0
20
1,40
Z! 3
0
5.0
4.3
22
108
MBI COMPANIES INC.
299 N. WEISGARBER RD.
MBI KNOXVILLE, TN 37919
PHONE 865.584.0999
SIGN-ENGINEER.COM
R E V div w I f c
CITv
4
Fastener # c Used
MZq 'e'(. a,k
I Shear I PuffI G2MMI
Status
I
i
11 Yes
K
2 1
5 Yes
OK
& 1
5 3 Yes
2.
4 1
�F'
3 ye,
K�
5 1
,
,
�
PROJECT:
7557 GALL BLVD, ZEPHYRHILLS, FL 33542
DRAWING TITLE:
CALCULATIONS INCLUDE THE FOLLOWING CONSIDERATIONS
AS OUTLINED IN THE 2020 FLORIDA BUILDING CODE (7th ED.):
CHAPTER 16-LOADS AND FORCES
CHAPTER 17-SPECIAL INSPECTIONS
CHAPTER 18- SOILS AND FOUNDATIONS
CHAPTER 19-CONCRETE
CHAPTER 20-ALUMINUM
CHAPTER 21 -MASONRY
CHAPTER 22-STEEL
CHAPTER 23-WDOD
*ALL SIGNS SHALL BE COMPLIANT WITH CURRENT NEC CODES*
NOTES
1.) SEE MANUFACTURERS DRAWINGS
FOR ADDITIONAL DETAILS AND
DIMENSIONS. I
* CLIENT - SIGNS UNLIMITED NC
* 2020 FLORIDA BUILDING CODE, 7TH ED
* RISK CATEGORY 11
* 140 MPH WIND SPEED, EXP. C
3/8" 0 LIBERTY ANCHOR 3/8" 0 LAG BOLT 3/8" 0 HILT[ HLC ANCHOR
SCALE:N.T.S.SCALF: N.T.S.SCALE: N.T & 1
WASHER W1
DOUBLE NUTS
............. .. ..
2x WOOD
BLOCKING
(BY INSTALLER)
WASHER W/
DOUBLE NUTS
OR CRIMP THREADS
DRAWN BY: I CHECKED BY: COMM. NO. DATE: DRAWING NO.
DJB TSM 230149.043 03/27/23 DWG.
CORP- LIC. # F02000002650 REV # DATE DRAWN BY
BUS. LIC. # AA26000828
ENG. C.O.A. # 29794
-�
ARREN S. A[qTLC
P. E. LIC # 76813 )
1 l'- 11 1/4"
�_ ���, ter- �,�;�. ��, ,�,
CHANNEL LETTERS BY
SIGNS UNLIMITED NC
DISCONNECT SWITCH BY
SIGNS UNLIMITED NC
I
1001131110 M-1111m,
I Iffim"I 6*1 I&AM11 1411110 Wd N ; 90MA Oftylyl'
18" CHANNEL LETTERS FRONT ELEVATION
SCALE: N.T.S. A
Plufldnrq Cod- 2020 -k,, 41 B.�td trnpwiance Facto,, f 113 B.- p—,"r, vIts"Ir", 2SA pq
Wind Luac r6t,ia 4'CE 7-1 F, NOLLY aun,, K_ 0 k-5 Ro- f He,ghIn 2011
Wind Sp..d V 140 n,,,h Fwum, K"! I
K_ 0
A Wmd _cad F-W,, v 0,6 VF,_ity prass.re, vq,, 2. 1 os,
-
Type
Ashll
Anchor Wood
Wag Type
vd,Niow,
,
Farusw-
ni&w__- I
a5onry(Haflove),woad cvm-Furmstflet
300
1 300 w:
2
3j8` Lag 81A-_
wood
1 266
1 B06 I
Y.,
318, n I RTiff T Uff-A'�, For'-
Mix, C;'y brirk-
300
300 to mim nurn rnn's
4
Ya8
318'Tbru8slt
MSacnll tHflow�,'Wocxd. Cold -Form SL—LLLL
;im
T -Vfll
5
No
3fB' Expansion 5,34
Mason, (ftined). Ctf<,Tste
10)
6
No,
None
Norte
WALL 9GN #1 - FLUSH MWNT TO WAU
IV aianlef tzttc�'G)
W,nd P,e55ur,
F 1
111111111101111-10-
299 N. WEISGARBER RD.
KNOXVILLE, TN 37919
PHONE 865.584.0999
SIGN-ENGINEER.COM
Fastener
# of Fasteman Requmed
Used
mark
Yes/No
Status
She., P.Hout I Goren
I
Ye"
ok,
Yes
QK
3
1 1
yr,
OK
E6li
i
I
PROJECT:
7557 GALL BLVD, ZEPHYRHILLS, FL 33542
DRAWING TITLE:
CALCULATIONS INCLUDE THE FOLLOWING CONSIDERATIONS
AS OUTLINED IN THE 2020 FLORIDA BUILDING CODE (7th ED.):
CHAPTER 16-LOADS AND FORCES
CHAPTER 17-SPECIAL INSPECTIONS
CHAPTER 18- SOILS AND FOUNDATIONS
CHAFFER 19-CONCRETE
CHAPTER 20-ALUMINUM
CHAPTER 21 -MASONRY
CHAPTER 22-STEEL
CHAPTER 23-WOOD
`ALL SIGNS SHALL BE COMPLIANT WITH CURRENT NEC CODES*
NOTES
1.) SEE MANUFACTURERS DRAWINGS
FOR ADDITIONAL DETAILS AND
DIMENSIONS.
* CLIENT - SIGNS UNLIMITED NC
* 2020 FLORIDA BUILDING CODE, 7TH ED
* RISK CATEGORY 11
* 140 MPH WIND SPEED, EXP. C
3/8'0 LIBERTY ANCHOR 3/8" 0 LAG BOLT 3/8" 0 HILTI HLC ANCHOR
SCALE: N1 3
\1 SCALE: N.T.S. SCALE: 1I.T,& ==(D
T.S.
•
WASHER W/
DOUBLE NUTS
3/8" 0 THRU BOLT 3/8" 0 THRU BOLT
SCALE: N.TS,
OOD D a
=T=T====(9
(NON WSTUWALL)
WASHER W/
DOUBLE NUTS
DRAWN BY: I CHECKED BY: COMM. NO. DATE; DRAWING NO.
DJB TSIVI 230149.043 03/27/23 DWG.
CORP, LIC. # F02000002650 REV # DATE DRAWN BY
BUS. LIC. # AA26000828
ENG. C.O.A. # 29794 1 Ala
/, ?3
DARREN S. ANTLE5
P.E. LIC # 76813
18'-5 1/2"
/15 0 re 7 /0 0 0 0 a 0 0 0
ye, SAO 0 go/s 0 yff Uv fA-
PVC LETTERS REAR ELEVATION
SCALE: N.T.S.
3 3/4"
MILT[ nT-270
EPDXY
3/8' 0 ALL THREAD STUD BOLT
SCALE: N.T.S. (FILLED CMU)
299 N. WEISGARBER RD.
KNOXVILLE, TN 37919
PHONE 865.584.0999
SIGN-ENGINEER.COM
A A 1A11
PROJECT:
7557 GALL BLVD, ZEPHYRHILLS, FL 33542
na
ffimovmll
Emmmm
PVC LETTERS BY SIGNS
UNLIMITED NC
RECOMMENDED LOCATIONS FOR
FASTENERS - SEE DETAILS FOR SIZE
AND TYPE (AS SHOWN)
cud77'," fllndBklik* I _,. 1e, F4xtx, I 1_0 d.se Pfessurc, 25.6 p,r
,Vi,,e -oad C,fter a ASCE 7-16 rmv'lv'nAlily Fa' m" K, 0_p5 Vieen R:iof tieieht' h 20z '
Vmd Sppcz, V 140 mnl p.F-phy Fr&rr, I, I P,xpoanre f" 9c
AS:)VVif i.e-d VeIi;v 231 psi
NOTES
1.) SEE MANUFACTURERS DRAWINGS
FOR ADDITIONAL DETAILS AND
DIMENSIONS. I
* CLIENT - SIGNS UNLIMITED NC
* 2020 FLORIDA BUILDING CODE, 7TH ED
* RISK CATEGORY 11
* 140 MPH WIND SPEED, EXP. C
CALCULATIONS INCLUDE THE FOLLOWING CONSIDERATIONS
As OUTLINED IN THE 2020 FLORIDA BUILDING CODE (7th ED.):
CHAPTER 16-LOADS AND FORCES
CHAPTER 1 7-SPECIAL INSPECTIONS
CHAPTER 18- SOILS AND FOUNDATIONS
CHAPTER 19-CONCRETE
CHAPTER 20-ALUMINUM
CHAPTER 21 -MASONRY
CHAPTER 22-STEEL
CHAPTER 23-WOOD
*ALL SIGNS SHALL BE COMPLIANT WITH CURRENT NEC CODES*
Mark
I
Used
fType WaliType
I Allow,
I Allow,
pvll..t
I Amh.,
W—d
I
N
Aim or a':mrf (Hol-NI'll Wom",
No
3/8' Lag 2dt Wood
2W
S
3
%3
3/21 Wti l LC Am:hcr Maifmry & Oay bF 1&
300
300
11,14
Rf,.tfr to nanc&cturers Wfficatkarc tr min� mm mq'5
4
k1n
3/8' Thru BOA Masonry (Hogow,',_ tAfcod, Cold -Form Stxml
3n�f)
'm
5
Yn
3M'Itod, find wjWti1iY-2) Masonry (Hifed), Zctr ete
300
—m
Refer tomanaacturem sperjficatmrs for mlmmn m rEq,.
6
Yes
318'Thfd. nod w! 1,01i fft-23 fiollm CMIJI
300
300
1_25
;Preen Tube R e q,d
WALL SIGN #1 - FLUSH MOMT TO WALL
Section LocationlieleUi
Top
le
Gc' q'Gc'
Pullout
Fece
lbs
I a It
sf i ff's
i.s 1.5
a 2 11 -T-1G,5
I -1AC t -32 3
1 ?3
4 Top of Sign
0,0 fj'o
5 0
Totals`
1'a 1.b
11
1
1 1 _..
I i
DRAWN BY: I CHECKED BY: COMM. NO. DATE:
DJB TSIVI 230149.043
CORP. LIC. # F02000002650 REV #
BUS. LIC. # AA26000828
ENG. C.O.A. # 29794
Wi'd Pra sure ()_"'He
Faster,er AA —
I
I Fasteml # of Fastanors RLQumed I used I
Shear
Puiinu4 Gaverrts.
1�1 I
1
1
1
No
N"x Wed
2
3
1
1
N+
N.
NA Used
Not U5cd
4
2
I
M11c,
F61 Used
0
DRAWING NO.
03/27/23 1 DWG.
DATE I DRAWN BY I
DARREN S. ANTLE,��g2!3
P.E. LIC # 76813
.9
I
I? M
LU
NOTE:
ALL OPEN-ENDED STEEL TO BE
CAPPED. I
24"
2-2` C-C
2'-0
E
E N' NIMI E R1
mm
O.
4
�41O
4
-- - ------ -
11-0110 11-0110
TYP. FRONT ELEVATION W/ CAISSON FOUNDATIONS (2 REQ'D)
SCALE: N.T.S.
Mill QQbJEAWLE INC.
299 N. WEISGARBER RE).
MBI KNOXVILLE, TN 37919
PHONE 865.584.0999
SIGN-ENGINEER.COM
CALCULATIONS INCLUDE THE FOLLOWING CONSIDERATIONS
AS OUTLINED IN THE 2020 FLORIDA BUILDING CODE (7th ED.):
CHAPTER 16-LOADS AND FORCES
CHAPTER 17-SPECIAL INSPECTIONS
CHAPTER 18- SOILS AND FOUNDATIONS
CHAPTER 19-CONCRETE
CHAPTER 20-ALUMINUM
CHAPTER 21 -MASONRY
CHAPTER 22-STEEL
CHAPTER 23-WOOD
*ALL SIGNS SHALL BE COMPLIANT WITH CURRENT NEC CODES*
i i
11K01111 p lIIN 0
Iffam
I a 6%10 1 W� M IM WA V: [A 9
WINDUAIA
DIRECTION ANALYSIS
Bui ding Co&
2020 Ftcrkja R"e'dir r4Yperr3"i41; Fwor' i
Lo
D)mping Patio, p 00-5
Def MonLsr,l,, H/60
Wkin Load C,4eria
ASCE 7-16
',�f ecno,d4 r�t r-,,
USE
1,1;twal Feaquency,r, Hi
Defl'ocliori -It 03"iv C�06 in
',Vml� Spd, IV
140 rrph
TopoV, aptiv Fam,, K,,
1,0
��ut Effect 7,ict�_ G
Deft-ticri Raba H/627
Exposure rategor,;
C
.3.e vrq'A"'
25 6 p,f
ASV W11iJ LCk actor, v, 'j '-_6
_�L
WklPrt Swre ZiPr'iiie -er
(1) L M'jl' N4 ValUc', 1! C hG T ne x— a r 0 b aicc , F o ffa Q c K cfF C:-, fw caSC' qw" n t. Ac, "o f. c 5 a 'c
0
iun5drcrtcn Requiremcrd:
CQtf.fatel — h"d'cien , �ec t utkg qe'iv2a V-M, ep"at'O" CR 't"_r P'OA'S2df_ --mi.
('�� TfheC, veur,
GDOMMY NPUT
AA*wn"Otalt,
N,
fror it �g_ 6-21 has bee mr, Ecse:f be-3 63 r, crmrr fa, Ine, vv,,iii,iier,
n n4 D'b - I
fda -[ r-1
3
iV
Heot
Section Location Type
ftori Area
Oft
TOP
E9caa..
courted
I
K,
C,
w1od
Press
I Sumart Pole Loads
[-- Footing toads
I Trib,
-
Trig,
Factor
r7-1
Fact.,
[J5�h�earMomeot
kips
�at_
k-ft
�_'ft
I r-'e i4m Rn'.Id"s L_��S
017
G2
13
C,
0 C`
—
0
arl 1 0.0
I
i 233
4,7
33
2.�
0,7
1 )L
1 i)�2
it 0,7
it zI'l 1 0,2
Overaffileight, 3.33 ft Summation based upon averages above., 0-1 0.2 all 0.2
Column Samoa, 2a7 in Actualbase reactions based upon V-W equanancall 0.2 QA 0.2
UIPPaRT Prn F rip;tawi trithAARv MATPRIAt - STFFI
ase Efev
Section
Axis
I
Required Strength Values (ASO)
- AR-o—wable Strength Velma (ASD)
Unity Ratios interaction Ratiosi
V'M IM, T'/T� pjpQ P-M I P-M-V-T1 Status
t
V, I M, I T, I P,
I V, M. i P.
F kips I kho-ft I kia-ft I kips
[ kips I kip-ft I &>14 kips
T 7E771j
I 77—T-7—.2 I OL
TI 1 13
Ok% 18,7% 1 0.0'/
PROJECT;
7557 GALL BLVD, ZEPHYRHILLS, FL 33542
DRAWING TITLE:
T'P. Reirifo'cing Status
[Y Pressure
caissan I I-2-75 I o tia I or 1 300 pSf,7,—t7
DRAWN BY: I CHECKED BY: Comm. NO. DATE:
DJB TSM 1 230149.043 03/27/23
CORP. LIC. # F02000002650 REV # DATE DRAWN BY
BUS. LIC. # AA26000828
ENG, C.O.A. # 29794 It
NOTES
1.) SEE MANUFACTURERS DRAWINGS FOR
ADDITIONAL DETAILS AND DIMENSIONS.
2.) SIGN CABINET AND CONNECTION
BY SIGNS UNLIMITED NO,
" CLIENT - SIGNS UNLIMITED NO
* 2020 FLORIDA BUILDING CODE, 7TH ED
* RISK CATEGORY 11
140 MPH WIND SPEED, EXP. C
(2) POLES, (2) FOOTINGS
DRAWING NO.
DWG.
A
DARREN S. ANTLE,t
P. E. LIC # 76813
t T-0" t
FRONT ELEVATION W1 CAISSON FOUNDATION
SCALE: N Te,
299 N. WEISGARBER RD,
KNOXVILLE, TN 37919
PHONE 865.584.0999
SIGN-ENGINEER.COM
'� CABINET AND
QNECTION TO POLE
WiND DATA
Bvi'di'e Code 2020 itivic ROIdi' e F-1." I
`Aen,_`Load Criteria A 4,' - 7 16 D Fact
or, K. 2
Veava Speed, V 140 mph Topography F.ct,o, K,,
Expos.'_- Category C Rare
"Viud Pe".,e 0—nd. per 0
psi
jinsdiction Req.i,emen,. F
CFnMFTRY WPM
CALCULATIONS INCLUDE THE FOLLOWING CONSIDERATIONS
AS OUTLINED IN THE 2020 FLORIDA BUILDING CODE (7th ED.):
CHAPTER 1 &-LOADS AND FORCES
CHAPTER 17-SPECIAL INSPECTIONS
CHAPTER 18- SOILS AND FOUNDATIONS
CHAPTER 19-CONCRETE
CHAPTER 20-ALUMINUM
CHAPTER 21 -MASONRY
CHAPTER 22-STEEL
CHAPTER 23-WOOD
*ALL SIGNS SHALL BE COMPLIANT WrrH CURRENT NEC CODES*
DEFLECTION ANALYSIS
D.;,p,.g R.!,o,
""flec-, o,t bme�
E#SS
N.u:'.l F'eqaz o,y ry
2,79 1-,,
llefi oa ' 17"W 0. S 3
i'o
Gust F4l-1 Factor, G
0,95
efle,'_w R,eo
psf
ASD Wiu Load Factor,
06
Notes:
(1) load,- vote, in chu,t b,fuev ara b,,,d up.,
.—,age K , vuuse for each seym,wl 4cww a-
inscalcted on h;sfden sheet using derived
1.140 equations.
Chen is Drovtdco for informatior purpo5 s only,
(2) tVwddretaojafity(K,
The C,.E
frnmFin
No. of Poles 1 140. of I cotvgs
1
(3) Wind press. res [,stedbe,ow have cireody been mufti0fied by <heA50 'Wina Loco Factor, V,
Section
Location
Type
Height
Width
"s"iz.
Offset
I Area Top
Elev.
aid
I !:r�
ft
ft
C,
Wind
Press,
Support Pate Loads
Footing Loads
Tribe
Shear IMoment
j Trib.
—'ar
Shear fitment
ft
I ft
q ft
I ft
p'j
Fact-
Lkz s k-�
I
Base
11DOI
S.17
1
1 89-8 1 1-0
1 6.1 1 0.85
1 i.s"
2.5 1 14.9
1 1,0
IS
1 14.9
overall Height:
nuoft
Summation based upon averages above:
Actual base reactions based upon V-M equations,
LS 14,9
LS 14.9
2LS
7-5
14,9
14,9
QJPPOPT PrIf F r)P1;MN qHMMARY MATFRMI = Sypa
Base Ele
So
Required Strength Values (ASD) Allowable Strength Values (ASD�
Unity ,
Interaction Ratios I
P_M-V-T I Status
V, M,P,V,M,MP,
II
IR
V,/V, M'jM'
I jtksLkla-ftk!E-Los s kfp-kip-..
0.00
R5099M/IC
Strong
1 TS 1 79 1 4, I&S 1 16.3 1 476
1 TO% 1 80-6%
crununATInN nPQr CHMMARV
Type
IlDiameted Width
htclnes
Len h
Depth
j—
FVdjo'
Fvdiwri�_
Reinforcing
1
Status
Allowable Sall
1, Pressure
it Ft
I CY
J 6.>6
1 1,7D
I
�00 psFift
PROJECT:
7557 GALL BLVD, ZEPHYRHILLS, FL 33542
i-DIXTUNWHIrelb-111w
DRAWN BY: I CHECKED BY: Comm. NC. DATE:
DJB TSIVI 1 230149.043 03/27/23
CORP. LIC. # F02000002650 REV # DATE DRAWN BY
BUS. LIC. # AA26000828
ENG. C.O.A. # 29794
NOTES
1.) SEE MANUFACTURERS DRAWINGS FOR
ADDITIONAL DETAILS AND DIMENSIONS.
2.) SIGN CABINET AND CONNECTION
BY SIGNS UNLIMITED NC.
CLIENT - SIGNS UNLIMITED NC
2020 FLORIDA BUILDING CODE, 7TH ED
RISK CATEGORY 11
140 MPH WIND SPEED, EXP. C
(1) POLE, (1) FOOTING
M
DARREN S. ANTLJ
P. E. LIC # 76S1 3
0
GROUND SIGN DESIGN SPECIFICATIONS-
1. REFER TO SIGN COMPANY'S DRAWINGS FOR MORE DETAILS. ALL DESIGNS,
DETAILING FABRICATION AND CONSTRUCTION SHALL CONFORM TO:
2020 FLORIDA BUILDING CODE, 7TH ED
ACI
AISC
AMERICAN WELDING SOCIETY
LOCAL BUILDING CODES & ORDINANCES
2. CONCRETE: 2500 PSI @ 28 DAYS
3. STD. STEEL PIPE SECTION: ASTM A53 GRADE B (Fy=35 KSI), U.N.O.
4. STEEL PIPE SECTION I(> 20" 0): ASTM A252 GRADE 3 (Fy=42 KSI MIN.) U.N.O.
5. HSS ROUND SECTION: ASTM A500 GRADE B (Fy=42 KSI) U.N.O.
6. HSS SQUARE/RECTANGULAR SECTION: ASTM A500 GRADE B (Fy=46 KSI)
7. W SHAPES: ASTM A992 (Fy = 50 KSI)
8. ANCHOR BOLTS: ASTM Fl 554 GRADE 36 U. N.C. (ALTERNATES GRADE 55 & 105)
9. CONNECTION BOLTS: ASTM A325
10. THREADED RODS: ASTM Al 93 GRADE B7
11. STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES & PLATES ASTM A36
12. REINFORCING: GRADE 60 ASTM A615
13. PROVIDE A MINIMUM OF THREE INCHES OF CONCRETE COVER OVER
EMBEDDED STEEL.
14. THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS & METHODS
OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY.
15. NO FIELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE ALLOWED
WITHOUT THE ENGINEER'S APPROVAL.
16. WELDING ELECTRODES: E70XX
17ALLOWABLE SOIL BEARING PRESSURE ASSUMED: 2000 PSF
18. ASSUMED HORIZONTAL (PASSIVE PRESSURE) ASSUMED AT 150 PSF/FT OF
DEPTH. ISOLATED LATERAL BEARING FOUNDATIONS FOR SIGNS NOT
ADVERSELY AFFECTED A 1/2" MOTION AT THE GROUND SURFACE DUE TO
SHORT TERM LATERAL LOADS SHALL BE PERMITTED TO BE DESIGNED USING
TWO TIMES THE TABULATED CODE VALUES.
19, ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR
ENGINEERED EARTH.
20. FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY ASPER ASTM D
698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. THE SOIL
BEARING CAPACITY IS TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR
TO CONSTRUCTION. IF ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS
LESS THAN THE ABOVE ASSUMED AND/OR CALCULATED PRESSURES, THE
ENGINEER SHOULD BE CONTACTED FOR RE-EVALUATION.
21. EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE.
22. WELDERS SHALL BE CERTIFIED FOR THE TYPE OF WELDING.
23. ADEQUATELY BRACE POLE(S) UNTIL CONCRETE HAS SET UP FOR 14 DAYS.
24. GROUT UNDER BASE PLATES WITH NON -SHRINK GROUT.
25. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS
FURNISHED BY OTHERS.
26. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT
CORROSION.
27. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE
USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE
ENGINEER.
28. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, BY OTHERS.
� A rlzm I Lolej►ivi imum►om cm I o
PHONE 865.584.0999
SIC-N-ENGINEER.COM
WALL SIGN SPECIFICATIONS
1. REFER TO SIGN COMPANY'S DRAWING(S) FOR MORE DETAILS. ALL DESIGNS,
DETAILING, FABRICATION AND CONSTRUCTION SHALL CONFORM TO:
2020 FLORIDA BUILDING CODE, 7TH ED
ACI
AISC
AMERICAN WELDING SOCIETY
LOCAL BUILDING CODES &ORDINANCES
2. ALUMINUM PIPE: 6061 -T6 ALLOY
3. ALUMINUM SQUARE/RECTANGULAR: 6061 -T6 ALLOY U.N.O.
4THREADED ROD: ASTM A193 GRADE B7
5. ANCHOR BOLTS: STAINLESS STEEL OR GALVANIZED ASTM Fl 554 GRADE 36
U.N.O. (ALTERNATES GRADE 55 & 105)
6. CONNECTION BOLTS: STAINLESS STEEL OR GALVANIZED (.STM A325
7. ALUMINUM ANGLES, CHANNELS, STRUCTURAL SHAPES: 6061 -T6 ALLOY U.N.
8. ALUMINUM PLATE: 5052-H34 ALLOY
9. ALUMINUM SHEET: 5052+32 ALLOY
10. WELDING ELECTRODES: E70XX
11. WELDERS SHALL BE CERTIFIED FOR TYPE OF WELDING.
12. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS
FURNISHED BY OTHERS.
13. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO PROHIB
CORROSION.
14. THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS & METHOE
OF CONSTRUCTION IN REGARDS TO JOB SITE SAFETY.
15. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE
USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE
ENGINEER.
16. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, ARE BY
OTHERS.
17. INSTALLED FASTENERS MUST MEET OR EXCEED THE VALUES SHOWN IN THE
LIST ON THE CALCULATIONS SHEET.
18. ALL ANCHORS SHALL BE STAINLESS STEEL,
19. WALL SIGNS ATTACHED TO EXTERIOR WALLS OF SOLID MASONRY OR
CONCRETE, SHALL BE SAFELY AND SECURELY ATTACHED BY MEANS OF
METAL ANCHORS, BOLTS OR EXPANSION BOLTS OF NOT LESS THAN 3/8'
DIAMETER AND SHALL BE EMBEDDED AT LEAST 5 INCHES.
20. WOOD BLOCKS SHALL NOT BE USED FOR ANCHORAGE, EXCEPT IN THE
CASE OF WALL SIGNS ATTACHED TO BUILDINGS WITH WALLS OF WOOD.
21. A WALL SIGN SHALL NOT BE SUPPORTED BY ANCHORAGE SECURED TO A
UNBRACED PARAPET WALL. LAG BOLT ANCHORAGE INTO WOOD 3" MIN.
EMBEDMENT,
THREADED ROD MAY BE USED FOR THRU BOLT CONNECTION (USE WASH
AND DOUBLE NUT OR CRIMP THREADS BOTH ENDS TYP.)
23. SIGN MUST BE ATTACHED TO OR THROUGH SOLID BLOCKING. ATTACHME
TO SHEATHING ONLY IS NOT ACCEPTABLE.
INSTALLATIONS INSTALL WITH PIPE SLEEVE. SEAL ALL
PENETRATIONS.
25. THIS DESIGN FOR ANCHORAGE TO EXISTING STRUCTURE ONLY. BUILDING
DESIGNER TO VERIFY ADEQUACY OF STRUCTURE TO RESIST THE
ADDITIONAL LOADING. THIS ENGINEER NOT RESPONSIBLE FOR EXISTING
STRUCTURE.
26. CHANNEL LETTERS AND WALL SIGNS ARE BY OTHERS
27. ELECTRICAL RACEWAYS ARE BY OTHERS.
DRAWN BY: I CHECKED BY: I COMM. NO
CALCULATIONS INCLUDE THE FOLLOWING CONSIDERATIONS
AS OUTLINED IN THE 2020 FLORIDA BUILDING CODE (7th ED.):
CHAPTER 16-LOADS AND FORCES
CHAPTER I 7-SPECIAL INSPECTIONS
CHAPTER 18- SOILS AND FOUNDATIONS
CHAPTER 19-CONCRETE
CHAPTER 20-ALUMINUM
CHAPTER 21 -MASONRY
CHAPTER 22-STEEL
CHAPTER 23-WOOD
*ALL SIGNS SHALL BE COMPLIANT WITH CURRENT NEC CODES*
CORP. LIC. # F02000002650
BUS. LIC. # AA26000828
ENG. C.O.A. # 29794
DATE:
03/27/23
REV # DATE I DRAWN BY
NOTES
MANUFACTURERS DRAWINGS FOR
ADDITIONAL DETAILS AND DIMENSIONS.
2.) SIGN CABINET AND CONNECTION
BY SIGNS UNLIMITED NO.
CLIENT - SIGNS UNLIMITED NO
2020 FLORIDA BUILDING CODE, 7TH ED
RISK CATEGORY 11
140 MPH WIND SPEED, EXP. C
DRAWING NO.
DWG.
A
ARREN S. ANTLE,
P.E. LIC # 76813