HomeMy WebLinkAbout15-16423 i�
CITY OF ZEPHYRHILLS /�
_ ` 533 -8TH STREET �l
( is)�so-oozo 1�23
BUIL ING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16423 Address: 6948 GALL BLVD
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: MONUMENT SIGN Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0010-00800-0130
Improv. Cost: 27,500.00 OWNER INFORMATION
Date Issued: 7/02/2015 Name: PMPM INC
Total Fees: 300.00 Address: 7561 49TH ST N
\ Amount Paid: 300.00 PINELLAS PARK, FL 33781
Date Paid: 7/02/2015 Phone: 817-538-4945
Work Desc: INSTALL MONUMENT SIGN 209 S.F. W/COMMENTS
CONTRACTOR S APPLICATION FEES
SIGN-STINE SIGN 240.00 ELECTRICAL FEE 60.00
SIGN-STINE
�
r �
� ��;�����
� ��� �
Ins ec ions Re uired
FOOTER
ELECTRICA OU /
FINAL �-��-I�
REINSPECTION FEES: Reinspection fees will com ly with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the followi g reasons: a)wrong address b)condemned�work resulting
from faulty construction c) repairs or correctio s not made when inspections called d)work not ready for
inspection when called e) permit not posted n job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and here may be additional permits required from other governmental
entities such as water manag ment, state agencies or federal agencies.
"Warning to owner: Your failure to record a no ice of commencement may result in your paying twice for
improveme � to your property. If you intend t obtain financing,consult with your lender or an attorney
before recording y ur notice of commencement."
Complete ans, Speci cations Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordina ces. NO OCCUPANCY BEFO C.O.
CONT OR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONT S WITHOUT APPROVED INSPECTION
CALL FOR INSPECTIO - 8 HOUR NOTICE REQUIRED
PROTECT C RD FROM WEATHER
�I
1
J. 1i6�7LlQlLVR7 Jur tCt:t�vn�� nKaaa�so �w.w. �...a..> ..�....' �..��_.�' "_-_-_o'
Center(EMG� Sigas ane 'tted subjod to all app�icablC stand�d9 contained in this '
, � bt�.inance iacluding the foll wing limihations. �,
� �
a. Si sad Num . Sizes are limited to forty percent (40%) of the allowable
gronnd sign area fnr its p mud a limit of one EMC sign per pmperty.
b. Mov�n�t Disp image/copy sha11 rem.tin static having a dweil time of at
to transition/chan e.
tcjast e�ght(8)seoonds pn g
The following display f ate.prol1t�bited on all EMC sigas: flashing, strobing,
blinking,4uttering,spianiz rotating,bouncing,aad chasing.
c.Bri e�. All ec�onic message centers shall be equipged with a sensor or
other device that 'c�lly dctecmines thc ambie� illnmination aud must bc
prc�grammc�to sutomati y dim accordir�g to ambic.nt light conditions. The nighttime
jl m�in fion of an EMC s 1 n�nt increase embient lighting coaditions by mare than 0.3
foot candles wh� pc,�diculffi to the EMC face at a distance determined by
.vy�u_� the following form�ila: easurement Distance {in feet) _ �� {Area of EiVYC face (in
aqiaare feet�tY00.
d. EMC signs are specificxllY Proh�bited within the CRA districx. Existing non-
confoiming EMC c�urren within the CRA district shall compiy with section 8.07.00 of
this ordinance.
e. Prior to tting the applic�nt shall submit a signed letter from the
manufacturer stating that e sign in quesfloa is equigped with the ab�lity to comply with
ail applicable regulations of this sectian-"The a�fiticant shall also submit a letter from the
sign owner and/or or stating ihat they have read and uaderstand the applicabie
regulat'sons pertaining to eir sign and that theY will not vioiate the ordinance_
. , , � �
���-� /�� �
� -�S-TA�`I� q.�a� �...� � L �
� NG�
co � �
_ �i�/r��� ��2 C/�G
� �
-� �y,� ��� .
,�,�"�'ei:g;• JACQUELINE BOGES
i���`c; Commission#FF 150422 "
Exp res December 12,2018
P:i i�`� �ded Tlw Troy Fein InsurarKe B00.385_7019 [�
�-�?- 2��`
.
,
�
� --- -
City f Zephyrhiils
: BUILDING PL REVIEW COMMENTS
Contractor/Homeowner: �T�� �r �
Date Received:
Site: C�`Z�p �e.� T��-
Pernut Type: ��� ����4'`'"�
Approved w/no comments:❑ Approved w/the b low comments: �, Denied w/the below comments: ❑
5 � �ru� C�►� �� � �� � � � � ��� ��
°'�'�" � `� (l csv � 'T"i sC� �'
7 � ✓1�J�� � "�� ' 1' �l�- � �
�% '�\--[ d��-r �� l L 7� �Jl?���'' " '�
��c�� � 2�� � �5 �� �� r ���
-� , i?Z �� � p � ��� ��.
'This comment sheet shall be kept with the permit an� or plans.
�Q � ' ��
ill Burgess—B� ding Official Date Contr c r and/or Homeowner
(Requir when comments aze present)
�
i
t
�
i
i
I
�
�
►
�
�
�
� a��-�aaoozo City of Zephyrhills Permit Application Fax-s��-�aaooz�
_ Buil ing Department
,Date Received —�' Phona ConWCt or Permittin /� G — � � `��`�
Owner's Name ,v C Owner Phone Number
Owner's Address �� � �,V ����`!�� � ner Phone Number
7,�/��
Fee Simpte Titleholder Name Owner Phone Numher
Fee Simple Titleholder Address
JOB ADDRESS �I `�� �ltS �� LOT# ��
SUBDIVISION PaRC��io# O 2� Z6 � L�— !'lO l V '' �0�'OD--O 3 D
(OBTAINED FROM PROPERTYTAX NOiICE)
WORK PROPOSED B NEW CONSTR e ADD/ T 0 SIGN � Q DEMOLISH
INSTALL REPA R
PROPOSED USE Q SFR � COM � OTHER
TYPE OF CONSTRUCTION � BLOCK Q FRAM Q STEEL Q
DESCRIP710N OF WORK ��1�� N� / J`r• /"K►���t�1 �L � I�"
W�,�
BUILDING SIZE � SQ FOOTAGE �� HEIGHT � �
QBUILDING $Z�,�d ,� VALUATION OF TOTAL CONSTRUCTION
Q ELECTRICAL $ �l�-�/ AMP SER CE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ ' / J/�f�G � ; /
v L�
, QMECHANICAL $ VALUATI N OF MECHANICAL INSTALLATION ��l/�P ��
QGAS � ROOFING Q SPE IALTY Q OTHER ���t-I
FINISHED FLOOR ELEVATIONS FLO D ZONE AREA QYES NO
BUILDER OMPANY
SIGNATURE EGISTERED Y/ N F�cuRREn Y/N
Address � License#
ELECTRICIAN ` OMPANY �rC��'J��� ��
SIGNATURE EGISreRm / N FEE CURREA Y/N
Address �-(�• 7o i'fl e �3 Llcense# �S lLl�iO �3
PLUMBER OMPANY
SIGNATURE EGISTERED Y/ N FEECURREA Y!N
Address License#
MECHANICAL OMPANY
SIGNATURE EGI5TERED Y! N FEE CURREA Y/N
Address License#
S �OTHER �— rCOMPANY t �J� /N� l I
C� SIGNATURE REGISTERED Y! N �ECURRen Y!N
Addresa '�' t �' 33 � IJcense# � �Z���/
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItI
RESIDEN7IAL Attach(2)Plot Plans;(2)sets of Building Plans;(1) et of Energy Forms;R-O-W Pertnit far new construction,
Minimum ten(70)working days after submittal date Required onsite,Construction Plans,Stortnwrater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Wark Permit i r subdivisionsllarge proJects
COMMERCIAL Attach(3)complete sets oi Building Plans plus a LI Safety Page;(1)set of Energy Forms.R-O-W Permit for new constructton.
Minimum ten(10)working days after submittal date Required onsite,ConstrucHon Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 81 dumpster.Site Work Permit r all new prajecls.All commercial requirements must meet campllance
SIGN PERMIT Aftach(2)sets of Engineered Plans.
""PROPERTY SURVEY requlred for all NEW con truction.
Directlons:
Fill out app�ication completely.
Owne�R Contractor sign back of applicatlon,notarized
If over 52500,a Notice of Commeneement is requlred. (AIC Ipgrades over 57500)
•• Agent(for the conVador)or Power of Attomey(for the owner)vro�lld be someone with nolarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs K shingles Sewers Service Upgrades A!C Fe ces(PlotlSurvey/Footage)
Drlveways-Not over Counter if on public roadways..needs ROW
' NOTICE OF DEED RESTRICTIONS: The undersigne understands that this permit may be subject to"deed"restrictions"
' which may be more restrictive than County regulation . The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACT R RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required be licensed in'accordance with state and local regulations. If the
contractor is not licensed as required by law, both t e owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco ounty Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contr ctor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application f r which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not p pedy licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATIOPI IMPACT/UTILITIES IMPACT A D RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Reco ry Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing bui dings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersig�ed also understa ds,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportatio Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power r lease. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to p rmit issuance. Furthermore, if Pasco County WateNSewer Impact
fees are due,they must be paid prior to permit issuan e in accordance with applicable Pasco County ordinances.
CONSTRUCTIOPI LIEN LAW(Chapter 713,Florida tatutes,as amended): If valuation of work is$2,500.00 or more,I
certity that I, the applicant, have been provided th a copy of the "Florida Construction Lien Lauu—Homeowner's
Protection Guide"prepared by the Florida Departme t of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a opy of the above desc�itred document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify th t all the information in this application is accurate and that all work
will be done in compliance with all applicable laws re ulating construction,zoning and land development. Application is
hereby made to obtain a pertnit to do work and i stallation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that II work will be pertormed to meet standards of all laws regulating
construction, County and City codes, zoning regulat ons, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other overnment agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take t be in compliance. Such agencies include but are not limited to:
, - Department of Environmental Protection ypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterMlastewater Treatment. �
- Southwest Florida Water Manageme District-Welis, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Dock ,Navigable Waterways.
- Department of Health & Rehabilitative ervices/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asb stos 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 expressty permitted.
- If the fill material is to be used in Flo d 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,(certify that fill will be used nly to fill the area within the stem wall.
- If fill material is to be used in any are , I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adver ely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issu d under the attached peRnit application,for lots less than one(1)
acre which are elevated by fill,an engine red drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in g od faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I un erstand that a separate permit may be required for electrical work,
plumbing, signs,wells, pools, air conditioning, gas, r other installations not specifically included in the application. A
permit issued shall be construed to be a Iicense to pr ceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor s all issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction r violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is comme ced 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. M extension
may be requested, in writing,from the Building Offici I for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for inety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM ENCEMENT MAY RESULT Ifd YOUR
PAYING TWICE FOR IfNPROVEMENTS TO YOUR ROPERTY. IF YOU INTE TO OBTA FINANCING,CONSULT
WITH YOUR LENDER OR A TT RNEY BEFORE RECORDING YOUR NO E OF O ENCEMENT.
FLORIDA JURAT(F.S.1 .03) r
OWNER OR AGENT CONTRACTO
S bs ri ed nd swo to or afir d)b ore me this b ribe an swo�(or affirme re me tF�is
� �
is/ar ersonally known o m or has/have produced o is/a ersonall knovm o m or hasfiave produced
s identificatlon. as Identification.
� Notary Public �AA.1 � �A/[A.�� Notary Public
Commission No. Commission No. FI� ���/ 9.!�v
;?;�'"�}�t�� , ri d t mpe Name of N typed,prir�ted or stamped °°^•
� ;?�`s��°•��::, ASHLEY N EVANS
°• ` MY COMMISSION#FF167940 �
=;��`•' " MY COMMISSION#FF167940
.,,��F��;;� EXPIRES November 28,2018
`:'��o:�
��e��s�t-0153 Floridallotaryservice.com -.,•,!toFF,o*,,.� EXPIRES Novelnber 28,2018
�...,........
. (�D�39e-o153 FloridallotaryService.com
� ll�llllllllllllll(1[Cllllll!lIIIIIIIIlIl1lllll!!Illll��!!ll! ;
. z�����e��� ;
Rcpt:1.692505 Ftec: 1�.0� �
� D5: 0.00 I7: 0.00
06124/2015 K. K. , Dpty Clerk �
PqULA S 0'NEIL,Ph D PASCO CLERK & COCIPTR�LLEfc
Nt3TICE t3F C MMEN�ElN[EN�' ��0 R�BK�2�'�� � � PG �°�� �
Permit No.
ProperEy Identifrcation No. �." �b° 1�t'('�d `t3Q�������
Tf3E i7NDERSIGNED hereby give infarms yon that the improv meni will be made ta certain real pmperty,aztd in accordence with
Seetion 7I3.23 of the Ftorida Statutes,fhe fotIowing information is provided'm ti�s NOT'ICE O�CQ�NCE14�tY'T.
1.17escription ofproperty(legaX descr flon:)
a}Street Address: ,t�j E t C
2.t3enezat de�ti ofim rg emen :
6
3.dwner Informa6on s-, (3
a}Name and address: � � '��. ! � �'`�-`�'T d� 1~�f/G'�� � ���J j
b)Name and address of fee s le Htfeholder(if other owner)
e)Tnterest in property
4.Gonhactar Iafarmation ��/� ,�J° �!,I� �� ��� �..3��(
a)Name�d address:. /?
b)Te]eQhone I�Io.: � Faac No.(Opt.)
S.Surety Infarmation
a)Narne aud eddress:
b)Amount of Bond;
c}Telephone Na.: Eaac Z�o.(dgt.)
6.Lender
a)Natne and address:
Phoae Na.
7.Identity af person within the S e f onda,d ' ' d by o whom nqtia pr 9tb�r doc nts may be erved:
a)Name and address; ��� d �'N 6�✓�/i� L .J�3r�Z
b)Tetephaae Ato.: j -' Fa�t Na.{Opt.}
S.In addition to himsel�owner esignales the following person t raceive a eppy of the Lienor's Notice as provided in Secrion
�is.r�(i)ro7,Florida 8tatutes:
a)Name end ac3dress:
b}TeIephone Na.: �- Fax No.(Opt.)
9.Expiratian date ofNotice of Commencement(the expireNon d e is one year from the date af record'uag imless a diffeient date is
speciSed}: '
WARNING TQ OWNEgt: A.1YY PAXIYI�NTS MADE BY tYW1VE2t AF�F.At THE EXPiRATTOPT�T�'THE PIdTTCE OF
COTYIIVLENC'EMFPT'�ARE CONSIDI�;ItED AVIPROPER PA ME1�TT`S TTP1I}EIt CSAPg'ER 723,PART I,S�CTYdIV T13.Y3,
FI:Oh2IDA STATt7TES;ANll CAN RESULT 11Y YOUl2 PA ��TWIC�FOR YIYIPROVEMENTS TO YOiJYt PROPERTY.
A NOTiC�OF COMIYILNCEMENT 1KUST BE ZtEC011Z19E A.ND POSTED OIV'I' QB SITE BEFQRE THE F'lR3T
INSPEC't`ICtIY. IR YOl'T IlVTEI�ID Tt}OBTAI�`i RINANCIN ,�UiVSFIL'T YOLTIt E Ekt OR A.3�A'I`I'CDRIYEX BEFORE
�. COMMENCIIYG WORK OR RECORDING 7ld)iJR PIOTIC OF COMMENCE .
SFA'I'�OF A[,flRIDA
COUIV7Y OF PASCO '
i tweo CYrovneror er's. thorizedOBcu/DirecrodPertr�er/Maneger
fZ�`� �r�ll�
�tx��
�e foj�going instrument was aclrnowledged be�ore me Uus dey of�4t�Y1�,,,�,2Q�by_„�y�C�
p� t� as {*�,ttirla� (type ofautharity,e.g.of�cer,trustee,attorney
in fact)for (nnme f party on behalf of whom instrument was executed).
Personally Knovm�OR Prodqced Identification otary Signature . ��_as.s,L3
Type af Identificatiaa S'xodueed ame{print)�,��_l��y,.�_ �'
Verification pursaaut to Sectian 92.525,F2orida Statutes.Under enatfies af perjc�ry declar that I have read the faregaing snd that
the facts sfated in it aze hve to the best of my Imowledge and bel eE ` ����
✓
i afN Pcrsoa Signing Abave
FO rlNOC,rvad3U07
���
;:iai'"�"�-�:, ASHLEY [�I EVAkVS
� -' � MY COMMISSION#FF167940
':"��c�•a*;
'•�.,,�oF•F;,o?,=' EXPIRES Navember 28,2018
(A07j 398-4153 F�oridallotaryService.com
�@��� �$��
���T��� F���l��,�OIIP�TY OF PA�CO ��,�`�� • : a ���
T(-IlS IS 1"O GERTi�Y TN,AT THE FOREGOIf�1G IS A �. ,
��i�U�ANn�qRREGT CQPY OF THE DOCUMENT : � . �
� �j�t t=1L�OR CF Pl!S�IC'i�tECOf2D IN THiS OFFICE �� t„rV��},e�,�� :
�Nti fN`S MY�IHt�1D AN[�OFFiCIAL SE��� ,, . �c
�.� �
�pp,Y OF ^ , ,�;�� � �€t
&COtJIPTROLLER
RI� � '�'
PAULA S. NEIL, C � ' �` Y�87
_, .�,
DEPUTY CLERK
� 1�r�: � a �,��-
BY �p��'E 0�����
_ _ _ �
- - - - - - -- - ,--- - - -- - - - - - -
• �\\ ,`o��u�nA��eiq�i� � ,,,),,
- - ,����(��1\7 L,q �,,� ---�.�::
� - - ,.,`'�> e�C E N$�C��eaLs
:�`�: `��" F�������
- - � = : i+�o.fa73�2
- � 19'-0" - - ' �; �r
. ���� STATE OF ;,��
. . .,v�ois
- - ---� — - - --- ���j� s�.� Rl�Q��'q`�r�,,tr�.�r
� I�I� �O w�e• V`��,N;!1
ACES WITH TRANSLUCENT ,,,�����������,`,� `��
o I VINYL GRAPHICS �a
�a;
� �
� 6'X19'ILLUMINATED SIGN '�`°
i LL�
WITH 55.5"COPY " �
0
p u m
� ���
4'X19'FULL COLOR
� LED MESSAGE CENTER ``�
�, �
- --- ---------- - - - -- -.-. - ..._.�...�__..._ . --- ---- --- -------- -- ---- ---- - - ----- -- - �°�
�
;�a:r�,�E����.- --LL-��----
o �;�,�.... z��
� � ry m -
' �s 12"NON ILLUMINATED
- t�qw.�j�a:a:
. _ .POLE COVER - -. -
N � • � -W1fiIt111i�1�L�6PY-- --- - -
GRADE
--------- - -- � -- -----�-9'�19'-=209-SQ.-FT.-OFSIGNAk2FA--..��.,�..�__._�-----._--`.g-
6"Sch 40 stee posts i 209�0�o= . FLED ALLO �;
- ----- - - ------- - - --- ---- - -_- - -- �- ---�----- ---------- --- - - --- - - ------- -------- - -----
- - ---- - ------ ------- ---- ------ - -------- -
4'x19'=76 SQ.FT.LED mN
-- ------- --- --- ------- --- ----- -- ---- ----�-o---
m�
��
L
�3 -
� w
N
a,n a
---' - �- --------- -- -�- -- - - - - - - --- - -- ---� -- -- '--- ----� -- ----- �- - - - ----- ---- - ---- --' - - - ---- - ---'- — ------ ----- -- -- -- -- - -- --
`'t.-p-
�,��N
p U�H
N .
Concrete footer options(2500psi): ��'� ���-�-���r��F'��BPrG �o
•5'-0"sq x 2'-3"deep (Spread)w/ �~� g°'��'�������.'�-��� ��°
=�.���_�'��-��2�
-- - - -(4)#5 bars eaeh way, mid-depth - - � ��O� - ��°�o
•24"dia x 6'-6"deep(Augered) `� L�°"
p1Y�p
•3'-10"x 3'-10"x 3'-10"(Cube),w/ �°�
(2)#5 bars each way, top&bottom °'��
� - - - - ---- -- ----- --- - -- ---- - - -- - - --- --- -- --
-------- -------- - -- -- - -- - -------- -- - - -- ' �'�
- - -- -------- - — a� -
� o„=
CUSTOMERIJOB NAME: PAWNMAX I have carefully reviewed and hereby accept the drawing(s)as shown. PfOCe@(�8S IS:❑ �;�� �� �a�n
I realize that any changes to these designs made before or after production I�� ('r �, ��
- ADDRESS: 694H GULL BLVD. _ may alter the contract price./u�cnanyes must be�n_writing and approved Proceed wlchanges:❑ ?1l��U�a����-'"������'i�1„j,�t L o
. ZEPH Y R H I L L S,F L b �m arties �o�to roa���o�. Submit another proof:❑ � ���"— � ^u
Y P P� P ..�- i�.i�ii:x�..i s.����:r.° c a a�i
7931 E.Broadway Ave. E�
PHONE: 813-443-4622(MOBILE) Tampa,FL sss�s 'm�
r� e-Mal�:-Piovino@pawnshopmgmt.com 813-626-7446•626-SIGNS �>�
APPROVAL SIGNATURE: DATE: . .
-------------- - -- — -- - ----- ---------- - --
Geqerel O Design is in accordance with the requirements of the 2010 Florida Building Code for use within&outside the High Velocity Hurricane Zone(HVHZ). �This engineedng certifies only the structural Integrlty of those systems,components,and/or other wnstrudlon explicitly
Notes: specified hereln.�Electrical notes,details,&spedfications are provided by and are the sole respansiblliry ofthe electrical contrectar.No electrical review has been performed and no certification of suth Is intended.O Aluminum extrusions shall be 6063 T6,unless noted otherwise.
___ _ a 1
: � �
" �,,..;o; � ; � �
i `1! ��!~'` i j '•
`.�� i � � � �� ' ; �
=_ ��o��� @r�SySE.'r��S.0 fTl ; , � � �
'�...
� i
' I i � � i ;
{ �
DESIG� C' LC�ULI�TIC}N5 ;
, . � �� i ; , '
; ' ' ` � � i � � �
� FOR , � ' �
�
�
; � i �
,
, � i ' �
' ' ij i � '
P1�� N �iJi1�►�C ;
FREE51'1� DI![�G SIGt�IS �
' 6948 Gall Blvd,Zephyriiil9s ,
„ s ; � . �
i �
�
� � ` I
� '
GENERAL NOTES: , ' ' � �
2. Design is in accordance with the 2010 Florida Building Cod for use inrithiri � a � �
and autside the High Velacity Hurricane Zone(HVHZ). ,
�
2. Wind loads have been calculated per the requirements af CE 7-1Q as
shown herein. � � '
3. These engineering calculations pertain only ta the structu al integrity of ; � ' �
those systems, components,and/or other constructian ex licitly specified
herein andJar in accompanying engineering drawings. Th existErig hast : Index.
structure(if any)must be capable of suppo�ting the loade� system as Pg� Cover ,
verifed by building department or arcNitect/engineer of ecard.!No ; pg� W9nd Gaads
warranty,either expressed or implied,is contained herein ' ' i pg 3 Footing Design
. ; � �
4. System components shall be as nated herein. All referenc s ta named' , Pg 4 Primary.support{s)
companents and installation shall conform to manufactur r's or industry; '
specifcations as summacized herein. � �
5. Where site conditions deviate from those noted herein,� VI51o115 IT18y b8; `ti�ae+ea�tay��P, ,
Engir�,ee �sig�ature and�seal valid
required or a separate site-specific engineering evaluatio erforr;ned. �° '� �a " "���' ''� �
� ' :forc�'ages_1_=fi�i`rough�``.
6. Aluminum com ponents in contact with steel�ar embedde in concrete shall ����°�a`"'��L� $`�'�°a��%
; �p •���
be pratected as prescribed in the 2005 Aluminum Design anual,j Part 1A. _ q �g,�, ��':�g �
Steel components in contact with,but not encased in,con�crete shiall be � = �.; _. �m�.z �
coated,painted,or atherwise pratected against corrosian� � - = y ; � '
' �°�° ST�TE Ca i .°�~
7. Engineer sea!affixed hereto validates structural design as hown only. Use %���m6 fi,,J n 1_ � � 5a�,�°��
of this specification'by contractor,et.Al,indemnifies and�aves harrri]ess ' , r��, W o _`� . �. ..
this engineer for all costs&damages includin le al fees; apellate fees Chris��an,,���a�'g ey°�C s �P,E#67382 ,
� g 's,. d ��.. ,',t``
resuEting from deviation fram this design. � � : Easy Sealsj��������Ge Auth#29531 '
; ,
, � i : : �
1200 N Federel Hwy,#200 Ea� Sea,ls.�om
Boca Raton,FL 33432 , , Page 1
, , '
,
, ; j ,
• , , j , i ,
, ;��; ������ ���►� ; C/�LCUL/�TIONS FOR FREEST/�NDIfVG SIGNS
� � � earyseats.com i . �
' , � ' ,
i !
: ASCE 7-10 D�esign Wind Loads ! i, ' ; �
FREES7a4NDING SOLID SIGNS AND WALLS (A�GR DE) ; ' �
�----�. - e_ ----- - -__- - , , �
� �
Buildin�Specs '
_��� ------� , � , , , ,
V= 130 mph easic wind speed � Risk Category 1 Structure �
Exposure ` C � ; � �SD Load Combo Coeff: ,0.6 ' , ,
; � , ,
, ' !
Calcula$ions � ; , ; � � � �
�-_____.� .� -- - �
� a= 9.5 � 3-sec gust speed power law exponent ; Kd= 0.85 Directionality factor
i
� • zg= 900' Nominal ht.of atmos.boundary layer ; � �i Kzt= `1.0 Topographic factor '
�
G= 0.85 � ' � � , � ,
j � ' � Cf= 1.55 Force Coefficient ,
� I ` ,
; � ...Width/Heightratio >_0.5
130 mph�- Exp "C" ' ; � � � , , '
Monuments at grade �, ' � '
W/Ht Ratio=0.2 to 2.0 ! , ' � ' ;
� � � �
' � i , , ,
: 'DESIGN ' ; � ' �
SIGN WIND = ' � � j .
u i, i
HEIGHT PRESSURES Y � qZ � , �
' 15 ft ± 24J sf 0.85 18J ;' � i
P ,
, :' 18 ft ; ' ± 25.6 psf 0 88 ; 19.5 , ;
20 ft ± 26.2 psf 0.90 � 19.9 � ;
, 30 ft � ± 28.6 psf 0.98 21J ,
� , 35 ft ± 29.5 psf 1.01 22.4 � '
� , �
40 ft ± 30.3 psf 1.04 23.0 � ' ' '
; 45;ft� � '± 31.1 psf 1.07 � 23.6 , ' i
50 ft ,. ± 31.8 psf 1.09 24.1 � ' , �
55 ft ± 32.4 psf 1.12 � 24.6 � ,' '
'I� , 60 ft ` ± 33.0 psf 1.14 ; 25.1 � � ' � ,
i �
70 ft ; , ± 34.1 psf 1.17 ' 25.9 , ; ; ' ,
, ;
80 ft ± 35.1 psf 1.21 I 26.6 ` I �
90 ft � ± 36.0 psf 1.24 ' 27.3 ; ` �
i i �
� 100 ft , ± 36.8 psf 1.27 ' 27.9 ; � , '
� � � �
110 ft � ± 37.5 psf ' 1.Zg i 2g.5 ' '' ' , �
; ; , � , ,
I 120 ft � ± 38.2 psf , 1.32 � 29A ;
130 ft �, ± 38.9 psf 1.34 �� 29.5 ; , i , ,
� 140 ft � ± 39.5 psf 136 ' 30.0 � , ; , �
150 ft � ± 40.1 psf 1.38 30.4 i . ,
175 ft ± 41.4 psf 1.42 31.4 ' ' ` � '
, , ,
200 ft t 42.6 psf 1.46 32.3 I : � � , '
250 ft ± 44.6 psf 1.53 33.9 ' � �
' ;
Page 2
� , ,
i� � , �
. I i ;
:��; ��°�� ���►(� ; C/��LCU ,Li�TIONS FOR FREEST/�NDING SIGt�lS
='� � earyseals.00m � I � � i ' ' i
i I ,
Footing Design for Freestanding igri� and Flagpoles ; ; �
� ; ' : ; � ; � ;
' i
Structure Dimensions & Loading ' � � ! �
i . ' �
, Design wind pressure: P= ; 24J ; � psf ; '
Dead Load Co'mbination Coeff(ASD): S2= � 0.6 � ' ; ...FBC 1605.3.1 � ' � ' ;
' Sign area 1: A1= � 104.5 j ; sq ft ...tributary area 1 for each footer(e.g.sign)' ' ,
Height of applied force above grade: h1= i 5:5 ; ; ft. i ...he.ight of area l,centroid � �
i '
Sign area 2: A2= ; 0.0 ; � Sq ft ...tributary area 2 for each footer(e.g.post); �
Height of applied force above grade: h2= i 0.0 ; i ft � ...height of area.2 centroid , ;
; Overturning.IVlornent: � Mn = P*(A1*h1+A2*h2) � I
� Mn= 14.2 kip-ft � ' ' , �
� ; � � � ' ' �
� .
Sq/Rect �, ;Footing dimensions: B= � 5 i ; ft� ; L= 5 ft �
' Footing depth: d= j �2.25 � . ft � , , ,
, � ` � � j � ' ,
Su,perstructure weight: Ds= � 200 ; Ib ; , :
�
Footing weight: Df= � 8438� � Ib ! ...=150pcf*B#L*d,
, i I � , ,
Total weight: D= i 8638' ' Ib � ...=Ds+Df �
� I
� � �
Soi I Sto�ength ...Fec rpb�es 1so6.z,1819.6 ! � ' ' �
� �
� Soil class: 4.Sand,'sil y sand;silty gravel � '
Lateral bearing strength: Plat= ! 150 ; psf/ft � , �
Vertical bearing strength: Pbrg= ` 2000: psf ; � ,
� , ,
Check Lateral Soil �earing Pressures ' , '� � �
� ; � �
Passive lateral pressure,at bottom: Plb= � 337.5� , psf ; ...=Plat*d
Resisting moment.due to lateral soil pres: MI = � 1.42 ' kip-ft ...=Plb*�*(d/2)*(d/3) ' '
Portion of wind load resisted by lateral soil pre sure: ; '
, i
P1= ` 2.5 , � psf ; ...=MI#(a1*h1+A2*h2)
� i , ,
, ;
Check Vertical Soil Bearing Pressures � ' � � � � �
; �
2= 1.48 ft ..._(P-Pl)*(Al�h1+A2*h2)j/D I ... > B�6 ' ,
I ' j ,
�
qto'e=' 2*D/[3*L*(B/2-e)) � ...reaction belowfooterattoe; '
qtoe=, 1126 psf ; i ; ! , qtoe< Pbrg� � , OK
; . I
� ; ' � j , ,
Resisting moment due to Dead Load: Mv= . *D*B/2 :,
Mv= � 13.0 kip-ft ,
, ' �
� ; ,
Total Resisting IMomen#: Mto#= MI i; Mv , � ,
Mto#= 14.4 kip-ft Mtot>Mm OK ,
, I � � �
, , � ; � ,
,
� � ' � , Page 3
� , I '
� . � , � i i � , , � , {
� i I
�.._,,�; ��C�J��S��'L.S : � � C/��LCIlL/�TIO.NS FOR F.REES�/�N�If�G.�IGfVS
� '��_ � � ' ! , ;
lacom i ! �
j i , ' , � i
Hollow Str.uctural I�ipe in [3endiri ; � , ; , � �
Allowable Stress Design per 2005 AISC Manual of Steel Con truction 13th'Ed. ' , ' :
� i ' � � i � , , . I � I
Material Proper;ties , ; ; ; � � ;
� , ; �
Yield Stress,ANSI Sch-40 Steel:. Fy= � 35 k i ; � ,Safety Factor= 1.67 ' Per Section;63.4' 4
Modulus of Elasticity: E,= ' �29000 k i ; , ; j , � '
� � i , , �
. � '. ; ' � I
f � i ' �
Meml�er Properties aNSi 6°Schedule 40 teel pipe ; � , � ; � , ;
Nominal size: . `6°�diam - Sch 40 ' � � ' ; ' � � �
� ; i i ,
Outside Diameter ' d = ' 6.625 in � i Moment of I'nertia: Ix= , 28.1 in4
� � ,
Wall Thickness� � t= ' 0.28 in Section Modulus: � S= � 8.50 in3 �
� � � � � Deflection Limit: ' Defl= L/80 �
, � , � , �
i r
, ; � � �
� D.esign wind pressure: P= 24.7 � psf ; ' , ' � ; �
, Sign area 1: A1= � �104.5� ; sq ft ...tributary area 1 fo'r each post(e.g.sig'n) �
' , f
Eccentricity of applied force: ; e1= � 5.5� i ft� � ...distance to area 1 centroid ;
Sign area 2: ; A2= � ' 0:0 i � Sq ft ...tributary area�2 for each post(e.g.po'st) �
, ' , ;
Eccentricity of applied force: � e2 = � 0.0 I ft; ...distance to area 2 centroid {
, ; , ' ; ; , , ,
(1):Yeelding Limit Sta#e I ' I ; ' '
M!n=, Fy*S � � I�lovirab�le Moment: Mallow= Mn/1.67 , . ' �
, Mn�= � 297.4 kip-in , ; ! ` Mallow= 178.1 kip-in `
� i i ,
i �
� I ' � I , ,i �
Check IVlember Bending . ; � ; � � �
, Moment in member:• Mmax= P*(A1*e1+A *e2) ! ' � ', � I'�
' Mmax= ,170.2 ki -in i , Mmax < Mallow...� , ' OK '
, i i , , ; , .
� ,
Check Member Deflection: ! ; � � .
, ;
� Allowable Deflection: � � �aiioW= , 0.83 in , �/so ' �
; �
, ! ; ' ; ' ' ' '
Deflection in member: �maX= P*(A1*e1^3 2*e2^3)/(3*E*I) ' � � ;
� � � � � = 0.30 in i � �max < �allow . OK
max. , I . , ,
' ' , �
� � , � � ' j ' � Ii � I ' ' � ' ,
� � ' � � ' � � � . � i � � � �
, � i ' I f ! i � � � ' i � i i
, i i ' � �
� I i i i I � i , ,
� � i . � � ,
, � � � � I , ! I ' I
� , , ' ; '
, ' � ' ' , � ,
, I
, I , i � ,
� ' I ,
- ' ; � ; Page 4
; � i
, i � , f . i � , t