HomeMy WebLinkAbout16-17283 i
' CITY OF ZEPHYRHILLS
; � 5335-8TH STREET
(8i3)78o-0020 17283
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
� Permit Number: 17283 Address: 38056 DAUGHERTY RD
Permit Type: SIGN ZEPHYRHILLS, FL. �
Class of Work: WALL SIGN Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0010-00800-0020
Improv. Cost: 2,300.00 OWNER INFORMATION
Date Issued: 4/27/2016 Name: ZR1 INVESTMENTS LLC
Total Fees: 75.00 Address: 9132 HIGHLAND RIDGE WAY
Amount Paid: 75.00 TAMPA FL 33647
Date Paid: 4/27/2016 Phone: (813)267-3658
Work Desc: NON ILLUMINATED SIGNS WALL 504 "
CONTRACTOR S APPLICATION FEES
CREATIVE SIGN DESIGNS/MAILBOX SIGN 75.00
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• Ins ections Re uired
F TER
ELECTRICAL ROUGH
FINAL
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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that
may be found in the public records of this county, and there may be additional permits required from-other governmental
entities such as water management, state agencies or federal agencies.
"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 with your lender or an attorney
before recording your notice of commencement."
Complete PI , ecifications Must Accompany Application.All work shall be pertormed in accordance with
� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
,� � �'�a
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
, 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
� Building Department
Date Received " t5`` phone ContactforPertnitting 13 514 8450
-177-1-t7-IT - - -177-1 1 --
Owner's Name ZR1 INVESTMENTS LLC Owner Phone Number
I Owner's Address 9132 HIGHLAND RIDGE WAY TAMPA FL 33647-2277 Owner Phone Number I
Fee Simple T(tleholder Name Owner Phone Number
Fee Slmple Titleholder Address
JOB ADDRESS 8056 DAUGHTERY RD ZEPHYRHILLS FL 33540-1375 LOT# �
02-26-21-0010-00800-0020
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTYTAX NOTICE)
WORK PROPOSED B NEW CONSTR e ADD/ALT � SIGN � Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL 0
DESCRIPTION OF WORK Mfg/lnstall 3 New non iliuminated signs all
BUILDING SIZE �/� ,�^ SQ FOOTAGE J� HEIGHT �� �
1 1 1 1 I1T1 1 rIT11 111 11 TI'7 1 1�R 71
XD BUILDING $ ��^��? VALUATION OF TOTAL CONSTRUCTION
�/l/i
QELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
�PLUMBING $ /,N� 1 �I " _ `( ��
l / ry �j�����
(� �i
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION O `D� ,�/
QGAS Q ROOFING Q SPECIALTY � OTHER N/�_ I � ���
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO l �'/ (�"
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BUILDER COMPANY S� /S �
SIGNATURE REGISTERED Y I N FEE CURRE� Y/N �
Address License# �'(I[;,��
_���,�c �
' ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y I N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
, Address License#
� � 1
OTHER ' COMPANY �6i.fTCJr
SIGNATURE � REGISTERED Y/ N FEE �n Y/N
Address 12801 Cammodity PI,Tampa,FL 33626 License# ES12001069
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllllllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construc[ion,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects
, COMMERCIAL Ariach(2)compiete sets of Building Plans plus a Life Safety Page;(1)sel of Energy Forms.R-O-W Pertnit far new construction.
Minimum ten(10)working days after submittal date. Required onsite,ConsWction Plans,Stormwater Plans w/Sil[Fence installed,
� Sanitary Facilities 8 1 dumpstec Site Work Permit for all new projects.AII commercial requirements must meet campliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
•"'PROPERN SURVEY required for all NEW construction.
' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
� Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (A/C upgredes over$7500)
•` Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from ovmer authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PlotlSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" i
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any '
applicable deed restrictions. �I
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
I 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 or intended contractor are uncertain as to what Iicensing 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 he is not properly 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 I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department 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'S/OWNER'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 that the regulations of other government agencies may appiy 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,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
li - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
, - Department of Health 8� Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"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.
i - 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 shali be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or
set aside any provisions cf the technical codes,nor shall issuance cf a permit prevent tt;e Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
uniess the 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
WITH YOUR LENDER OR AN ATT RNEY BEFORE RECORDING YOUR NOTICE OF COM ENCEMENT:
FLORIDA JURAT(F.S.117.03)� �
OWNER OR AGENT � CONTRACTOR �/�/t
bscri ed an bswom tp o Sub�rib��nd swo� to( r affir ~c e this
y by " < r q vl
o islare personallv known me or has/h e produ d Who ts arepersonally known to me or has/ha e produced
' as identification. `"'�i a i entificalion.
�iL�l_��a����'•�"IVotaryPublic NotaryPublic
Commission No. EE ��Q��Y�J Commission No. fF
K ���1G ,��/��rTo
Name of Nolary typed, inted or stamped __
�cr nu Notary Public Stete of Florida ;�o;oR•.!�''• NANCY IVETTE RUPERTO
�° e`'; Kristen Lynne Almadar :•: �- ti1Y GOMMISSION q FF241211
� < My Commission EE 861655 �,
�i�.o �,Oe�' Expires 1213012016 '+%a'�,¢�s:� EXPIRES June 17,2019
F '
�aC�J 355�Ota3 FtoHdflNosa. 9vrvlcn.:.orG�
, NOTICE OF COMIVIENCEMENT
Pennit Nwnber: I I��III IIIII IIIII II�I�IIIII�IIII�IIII II��I�IIII II�II IIII I�II
2016057514
� Property Identification Number: 02-26-21-0010-00800-0020
THE UNDERSIGNED hereby gives notice that impr.ovements will be made to certain real pro�erty, and in accordance with Section
713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT
1. Description of property(legal descriptio�z): 02-26-21
a) Street Address: 38056 DAUGHTERY RD ZEPHYRHILLS FL 33540-1375
2. General description of improvements: SIGNS
3 Owner Inforination or Lessee Information if Lessee contracted for the improvement:
a)Name and address: ZR1 INVESTMENTS LLC 9132 HIGHLAND RIDGE WAY TAMPA FL 33647-2277
b)Interest in properiy Rcpt:1763331 Rec: 10.00
4.Fee Simple Owner: 'DS: 0.00 I T: 0.00
a)Name and address of fee simple titleholder(if other than owner above) 04/14/2016 K. P1. , Dpty C 1 erk -
5. Contractor Information -- —
a)Name and address: Creative Sign Desi�ns PQULA 5 0'NEIL,Ph D PRSCO CLERK & COMPTROLLEh
12801 Commodity Place,Tampa,FL,33626 04/14/2016 P�2:26 m 1 of 1
b)Telephone Number: 813-818-7100/Fax Number: 813-818-7200 OR BK ���'��" p� ����
6. Surety Information — —
a)Name and address:
b)Amount of Bond:
c)Telephone No.: Fax No. (Opt.)
7.Lender
a)Name and address:
Phone No. •
8 Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served:
a)Name and address: Jamie Harden- 12801 Commoditv Place,Tampa,FL,33626
b)Telephone Number: 813-818-7100/Fax Number� 813-818-7200
9. In addition to hunself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713 13(1)(b), Florida Statutes: -
a)Name and address: Matt Wheeldon- 12801 Commoditv Place,Tampa,FL 33626
b)Telephone Number: 813-818-7100/Fax Number: 813-818-7200
10.Expiration date of Notice of Commencement.(the expiration date is one year from the date of recording unless a different date is
Specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. �
Verification pursuant to Section 2.525,Florida Statutes: Under penalties of perjury,I declare that I have read the foregoing
and that the facts stat �in it are true to the best of my knowledge and belief.
11.
Signature of'Owner r Lessee er's or ssee's Authorized Officer/Direc[or/Partner/Manager -?o'N`rP�� Notary Public State of Florida
l Tn , Kristen Lynne Almadar
V 1 v !T'� FE 5 � ��� My Commission EE 861655
PrintName oF�a Expiresl2/30/2016
STATE OF FLORIDA COUNTY OF pas� (NOTARY SEAL)
The foregoing instrument was acknowledged before me this �� day of MO{Yri,'1 ,20 til.P ,by
��• V l 741u -�CYM1S as (type of authority, e.g. officer,trustee,attorney
in fac� (name of party on behalf of whom instrument was executed)
Personally Known�OR Produced Identif cation Notary Signatur��, �,ry�a�—
,��
Type of Identification Prbduced Name(print) Kris}Grl 1-i1111Y1� �Clh(141 GIOI t�
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Clty Of Z��13?I]111S
BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner: ,,
Date Received: �—/ �'—L,�',
Site: c� ��(j � j
Permit Type: ��� l �� �� s �
Approved w/no comments:�/ Approved w/the below comments: ❑ Denied w/the below comments: ❑
,
This comment s eet shall be kept with the permit and/or plans.
�� �
Kalvin Switzer—�P Examiner Date Contractor and/or Homeowner
(Required when comments are present)
�
�
Customer's Letterhead
INSERT DATE
Project Name:
Project Address:
� To Whom It May Concern:
This is to grant written authorization to Matt Wheeldon and Jeff Castle,with Creative Sign Designs
to act for me and apply to the governing municipality for a sign and/or electrical permit for the
work to be performed at the address referenced above. They are authorized to sign the permit
applications for me. They are also the authorized agent for the purpose of obtaining any variances
required to erect signage for the above named project. They are also authorized to build and install
the signage for this project.
Sincerely, �
X
...................................................................................................................
STATEOF �riGlGt, COUNTYOF �OIS(A
The foregoing instrument was acknowledged before me this�'day of M/1►�'�2015 by
who is personally known to me/who produced
� as identification and who did not take an oath.
State of�►o ri�Iol County of po1SG0
Commission#_ �� $(p`lp`-fj
� ��� Notary Public State of Florida
� , Kristen Lynne Almadar
� My Commission EE 861655
(No ary) �oip,o'� Expires 12/30/2016
My Commission Expires: �Z.I3012011P (;�()'C`.�I�Y`��:�;�� �
r
. . . .
� . : . .
�� �
To Whom It May Concern:
This is to grant written authorization to for the following individuals to act on my behalf to
apply for sign and/or electrical permits and to register the contractor. They are authorized
to sign applications on my behalf.
Dennis Powers, Creative Sign Designs
Matt Wheeldon, Creative Sign Designs
Sincerely,
ES120010 �"
STATE OF FL COUNTY OF Hillsborough
The foregoing instrument was acknowledged before me this_12th_da of_A ril_2016
by Richard J. Banten ho is �erso�nalila known to m /who
produced as identification and who did not take an
oath.
State of_FL_County of Hillsborough
Commission# �`/ '
�Po' NANCY 1VETTE RUPERTO
:��°����:
: MY COMMtSSIQN t*`FF241211
(NotarY) :�; �`' EXPIR�S June 17,2019
�'�,?f���, orviemaom
�4CI)»e-�ta3 . FlarldnNa�. � _ _ .— .
My Commission Expires: � /�/�i .
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DESIGN CALCUL�TIONS
FOR
FLORID/� HO51'ITAL
I�HYSICI�N GROUI�
W/�LL-MOUIlITED L/�RGE ID �'/�NEL
38056 Daughtery Road—Zephyrhills
GENERAL NOTES: •�LL
LyQ�
1. Design is in accordance with the Florida Building Code 5th Edition(2014)fo��[�A� S�j,�
use within and outside the High Velocity Hurricane Zone(HVHZ). �,jO�E NA�CCQDL ��IAz�,�.
ES,
2. Wind loads have been calculated perthe requirements ofASCE 7-10 as TY�FZEp NALELE T�D�qB��L
shown herein. ��jLLSO�CC�DE�IlVG
3. These engineering calculations pertain only to the structural integrity of ��C.ES D
those systems, components,and/or other construction explicitly specified
herein and/or in accompanying engineering drawings. The existing host ��. Index:
structure(if any)must be capable of supporting the loaded system as �� ����� pg 1 Cover
verified by building department or architect/engineer of record. No � �Q� ��� Pg 2 Wind Loads
warranty,either expressed or implied,is contained herein. �Q �
�5'�n ��'�i� ��� Anchor Design
4. System components shall be as noted herein. All references to named � ��!/�`� �I�l��c C�
components and installation shall conform to manufacturer's or industry �� S'
specifications as summarized herein.
5. Where site conditions deviate from those noted herein, revisions may be �it�""'�e,,,,
Engineer. sigl��ture a�c�seal valid
required or a separate site-specific engineering evaluation performed. •�,r'�m��e d e '��g�dP '
,�:foxtpag`s�lc t�irougha�
6. Aluminum components in contact with steel or embedded in concrete shall ' ��°m v °•<�;
be protected as prescribed in the 2010 Aluminum Design Manual,Part 1. ; ��� �e�=
e €�0. 673� 2 r
Steel components in contact with,but not encased in,concrete shall be - �o � o� e
coated,painted,or otherwise protected against corrosion. -
r�.' SfATE01� ,`�1:�
7. Engineer seal affixed hereto validates structural design as shown only. Use %��'•, ,� r 13 • � �°�
of this specification by contractor,et.AI,indemnifies and saves harmless % �`- ° � • � �� :
this engineer for all costs&damages including legal fees&apellate fees Christ�an�L°U'�g�le�y``��s�P,E�#67382
resulting from deviation from this design. Easy SeelS.,a,o��.0 °r� uth#31124
1200 N Federal Hwy,#200 c
Boca Raton,FL 33432 �a�y Jea�.COriI Page 1
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__%�1',,� ����'�`��`:i���'C� C/�LCl9L6�1T90f�15 FORVlI�LL-�/IOI�fVTED SI�Iv15
„ � easysea�5.�om
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ASCE 7-10 �esign UVir�� Loac�s
1A9ALL-MOUiVTED SIGiVS
Building Specs
._»_---_-�=--__-.._���--, �
V= 140 mph Basic wind speed ASD Load Combo Coeff: 0.6 �
Exposure C
Calculations
e_���--__< -=_-�
a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor
zg= 900' IVominal ht. of atmos. boundary layer Kzt= 1.0 Topographic factor
Gcpi= 0 Internal pressure coeff
A= 10 sq ft Tributary area
140 mph - Exp "C"
WALL-MOUNTED SIGNS
ASD WIND PRESSURES
SIGN CENTER ; CORNER
u
HEIGHT (Zone 4) ; (Zone 5) Y v qz � �. � �,
15 ft 23.9 psf ; 30.4 psf 0.85 36.2 -1.10 -1.40
20 ft 25.4 psf � 32.3 psf 0.90 38.5 -1.10 -1.40
25 ft 26.6 psf ' 33.9 psf 0 95 40.3 -1.10 -1.40
30 ft 27.6 psf ; 35.2 psf 0.98 41.9 -1.10 -1.40
35 ft 28.6 psf ; 36.4 psf 1.01 43.3 -1.10 -1.40
40 ft 29.4 psf � 37.4 psf 1.04 44.5 -1.10 -1.40
45 ft 30.1 psf : 38.3 psf 1.07 45.6 -1.10 -1.40
50 ft 30.8 psf ' 39.2 psf 1.09 46.6 -1.10 -1.40
55 ft 31.4 psf ; 40.0 psf 1 12 47.6 -1.10 -1 40
60 ft 32.0 psf ; 40.7 psf 1.14 48.5 -1.10 -1.40
70 ft 27.0 psf � 54.1 psf 1.17 50.1 -0.90 -1.80
80 ft 27.8 psf � 55.6 psf 1.21 51.5 -0.90 -1.80
90 ft 28.5 psf ; 57.0 psf 1.24 52.8 -Q.90 -1.80
100 ft 29.1 psf ; 58.3 psf 1.27 54.0 -0.90 -1.80 �
110 ft 29.7 psf � 59.5 psf 1.29 55.1 -0.90 -1.80
120 ft 30.3 psf � 60.6 psf 1.32 56.1 -0.90 -1.80
130 ft 30.8 psf ; 61.6 psf 1.34 57.0 -0.90 -1.80
140 ft 31.3 psf ; 62.6 psf 136 57.9 -0.90 -1.80
150 ft 31.7 psf ; 63.5 psf 1.38 58.8 -0.90 -1.80
175 ft 32.8 psf : 65.6 psf 1.42 60.7 -0.90 -1.80
200 ft 33.7 psf ' 67.5 psf 1.46 62.5 -0.90 -1.80
250 ft 35.3 psf ; 70.7 psf 1.53 65.5 -0.90 -1.80
Page 2
. � ...,_.._ . , ,� � (�i��.CULA�T90�15 �OR Wi�LL-�90Uf�ET�D SIGf�f�
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: �
1lVall Sign O�n�ho� Design
Structure Dir�ensions � Loading
Design wind pressure: P= 35.2 psf
Sign type: Cabinet
Sign size: A= 20.6 sqft (entire cabinet)
Wall material: WOOd CDX or equiv,thickness to match Min Embed
Anchor type/size: #14 SMS
Ref: APA E830E Fastener Loads for Plywood
Min Embedment: 0.5"
Min edge dist: 2" Min Spacing: 2"
Anchor tensile capacity: Tcap= 112.0 Ib (per anchor)
Check Anchors for Pullout
Total Reaction: Rt= 725 Ib ...=P*A (entire cabinet)
No.of anchors req'd: n= 6.5 total anchors ...=Rt/rcap
Total anchors required: 7 total anchors balanced over cabinet
OK,typical anchor option shown.
Page 3
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DESIGirI C/�LCIJL/�TIONS �
FOR
FLORID/� F�OSI'IT/�L
I�Hl�51C1/�N GROUI'
1/V/�LL-MOUNTED I�L/�QUE �'/�NELS
38056 Daughtery Road—Zephyrhills
GENERAL NOTES:
1. Design is in accordance with the Florida Building Code 5th Edition(2014)for
use within and outside the High Velocity Hurricane Zone(HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-10 as
shown herein.
3. These engineering calculations pertain only to the structural integrity of
those systems,components,and/or other construction explicitly specified
herein and/or in accompanying engineering drawings. The existing host Index:
structure(if any)must be capable of supporting the loaded system as pg 1 Cover
verified by building department or architect/engineer of record. No pg 2 Wind�oads
warranty,either expressed or implied,is contained herein.
Pg 3 Anchor Design
4. System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein.
5. Where site conditions deviate from those noted herein, revisions may be a�1t>>�'�71�I�t�
required or a separate site-specific engineering evaluation performed. Enginee,r�_'s�Yignature ar►.d seal valid
`� a u ����P ,�� .
�:fo�r�'ages"1'through� �.
6. Aluminum components in contact with steel or embedded in concrete shall `�g''5��� �,e`'�'�5��.,��,!
be protected as prescribed in the 2010 Aluminum Design Manual,Part 1. ; �o� °°�o
o �l9mo 673Y>� _
Steel components in contact with, but not encased in,concrete shall be = �e � �� �
coated,painted,or otherwise protected against corrosion. -
7. Engineer seal affixed hereto validates structural design as shown only. Use ���ma ST�TE�F �,r��r�=
of this specification by contractor,et.AI,indemnifies and saves harmless ��.�:_°,�r r 13� .., e�, ��
this engineer for all costs&damages including legal fees&apellate fees Christ�a�i�L•`a�1ig ey'����PE#67382
'�.. 9�4 r1��
resulting from deviation from this design. Easy S@AIS�r„soa.C�r't�Auth#31124
1200 N Federal Hwy,#200 �(�Cei SeQ�.COm Page 1
Boca Raton,FL 33432 .+1
' ; ,�=, ; ,��r7��,�,� CiALCl1L/�TIOfV5 FORV\9/�LL-A�OIJIVTED SIGNS
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earyseals.com
� /�SCE 7-�0 De��gn V�lind Loads
WALL-9VIOUNTE� SIGI�S
Building Specs
V= 140 mph Basic wind speed ASD Load Combo Coeff: 0.6
Exposure C
Calculations
L__ ��_ _..�s_e���-_.__.=.�_�_ .�
a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor
zg= 900' Nominal ht. of atmos. boundary layer Kzt= 1.0 Topographic factor
Gcpi= 0 Internal pressure coeff
A= 10 sq ft Tributary area
140 mph - Exp "C"
WALL-MOUNTED SIGNS
ASD WIND PRESSURES
SIGN CENTER ; CORNER
HEIGHT (Zone 4) ; (Zone 5) -� N � �
Y v Qz ('J � C7 �
15 ft 23.9 psf ; 30.4 psf 0.85 36.2 -1.10 -1.40
20 ft 25.4 psf � 32.3 psf 0.90 38.5 -1.10 -1.40
25 ft 26.6 psf � 33.9 psf 0.95 40.3 -1.10 -1.40
30 ft 27.6 psf ; 35.2 psf 0.98 41.9 -1.10 -1.40
35 ft 28.6 psf ; 36.4 psf 1.01 43.3 -1.10 -1.40
40 ft 29.4 psf � 37.4 psf 1.04 44.5 -1.10 -1.40
45 ft 30.1 psf ; 38.3 psf 1.07 45.6 -1.10 -1.40
50 ft 30.8 psf ; 39.2 psf 1.09 46.6 -1.10 -1.40
55 ft 31.4 psf ; 40.0 psf 1.12 47.6 -1.10 -1.40
60 ft 32.0 psf ; 40.7 psf 1.14 48.5 -1.10 -1.40
70 ft 27.0 psf � 54.1 psf 1.17 50.1 -0.90 -1.80
80 ft 27.8 psf � 55.6 psf 1.21 51.5 -0.90 -1.80
90 ft 28.5 psf ; 57.0 psf 1.24 52.8 -0.90 -1.80 ,
100 ft 29.1 psf � 58.3 psf 1.27 54.0 -0.90 -1.80
110 ft 29.7 psf � 59.5 psf 1.29 55.1 -0.90 -1.80 '
120 ft 30.3 psf ; 60.6 psf 1.32 56.1 -0 90 -1.80
130 ft 30.8 psf ; 61.6 psf 1.34 57.0 -0.90 -1.80
140 ft 31.3 psf ; 62.6 psf 1.36 57.9 -0.90 -1.80
150 ft 31.7 psf ; 63.5 psf 1.38 58.8 -0.90 -1.80
175 ft 32.8 psf � 65.6 psf 1.42 60.7 -0.90 -1.80
200 ft 33.7 psf � 67.5 psf 1.46 62.5 -0.90 -1.80
250 ft 35.3 psf ; 70.7 psf 1.53 65.5 -0.90 -1.80
Page 2
' �_.��,,.������`����C�'LS Cf�LC����A06V5 i��R1/V/�LL-EV10Ufd9TED SIGIel�
,,,, a'' easnea�:.mm
' Wall 5ign �nchor Des�gn
Structure Dimensions �c �oading
Design wind pressure: P= 35.2 psf
Sign type: Cabinet
Sign size: A= 12.5 sqft (entire cabinet)
� Wall material: Wood CDX or equiv,thickness to match Min Embed
Anchor type/size: #10 SMS
Ref: APA E830E Fastener Loads for Plywood
Min Embedment: 0.5"
Min edge dist: 2" Min Spacing: 2"
Anchor tensile capacity: Tcap= 88.0 Ib (per anchor)
Check Anchors for Pullout
Total Reaction: Rt= 440 Ib ...=P*A (entire cabinet)
No. of anchors req'd: n = 5.0 total anchors ...=Rt/rcaP
, Total anchors required: 5 total anchors balanced over cabinet
OK use 6 anchors er anel.
, � ) P P
Page 3
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