HomeMy WebLinkAbout15-16193 /�
CITY OF ZEPHYRHILLS
, 5335-8TH STREET
. (si3)�eo-oozo 16193
BUILDING PERMIT
i
' PERMIT INFORMATION , LOCATION INFORMATION
Permit Number: 16193 Address: 37924 MEDICAL ARTS CT
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: WALL SIGN Township: Range: Book:
Proposed Use: NOT APPUCABLE Lot(s): Block: Section: ',
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 34-25-21-0080-00000-0023
Improv. Cost: 455.00 OWNER INFORMATION
Date Issued: 5/06/2015 Name: PEACEFUL SPRINGS LLC
Total Fees: 60.00 Address: 37924 MEDICAL ARTS CT
Amount Paid: 60.00 ZEPHYRHILLS, FL. 33541
Date Paid: 5/06/2015 Phone: (813)783-6119
Work Desc: INSTALLATION 31.17 WALL SIGN (Florida Hospital)
CONTRACTOR S APPLICATION FEES
ROGERS SIGN CORP I N 60.00
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Ins ections Re uired
FOOTER
FINAL RICA���pf�-� ��
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REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site fi) 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 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 Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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ONT CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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. 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
` Building Department
Date Received 2 f .�7 �1 '7 Ci �-. 1!'x 1
�J ! ( a U �5 phone Contact for Permitting .7 � L- ! —� 6 �•
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Owner's Name Peaceful Springs LLC Owner Phone Number 813-779-1900
owners pddress 37924 Medi�al A►-ts Ct.Zephy�hills�FL.33541 Owner Phone Numher
Fee Simple Titleholder Name Owner Phohe Number
Fee Sfmple Titleholder Address
�oe ewoRess 37924 Medical Arts Ct.Zephyrhilis,FL.33541 LOT# �
i sueoivisioN NN �oiie'hown"Sip 25,Range 21,2.1 miles PARCEL ID�i 34-25-21-0080-00000-0023
(OBTAINED FROM PROPERTV TAX NOTICE�
WORK PROPOSED e NEW CONS7R e ADD/ALT 0 SIGN � Q DEMOLISH
INSTALL REPAIR
� PROPOSED USE Q SFR Q COMM � OTHER
NPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q
�
DESCRIPTION OF WORK P'�) � I `.� •3 � � •
BUI�DiNGSIZE ��•�� 4• � SQFOOTAGE `�•��6 HEIGHT 1.66ft. LCGpLutSCR.
Townview Medical Arts Center
$Y29tF!L'iC661Ek5�.Y'YCtt.'FT,OF
' �BUILDING � L0T2;SUBJECTT08TOGETHER
VALUATION OF TOTAL CONSTRUCTION WITH EASEMENTAS DESC IN OR
��
DELECTRICAL � AMP SERVICE 0 PROGRESS ENERGY 0 W.R.E.C.
QPLUMBING $ �P`,�a��,���
a� QQ
OMECHANICAL $ ._ VALUATION OF MECHANICAL INSTALLATION �O �
�� `�(L'�,
QGAS Q ROOFING Q SPECIALIY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES NO
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BUILDER � �' �` COMPANY Rogers Sign Corp., �11C.
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
ELECTRICIAN Nq COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER �A COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
i MECHANICAL Nq COMPANY
SlGNAT.L�P.E P.EGISTEP.E� Y/ N FEE CUoo�t� v/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CLIRRE� Y/N
Address License#
"�Nt�i'Ni Ilff�filflH�YiF�i�#Nl�ir�iHKttttfifHNq�NIIflM v N�IIh'HfHMN i i � ���y�p�p�
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Buildin�Plans;(�)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after suhmittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster,Site Work Permit for subdivisionsflarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;('I)set of Energy Forms.R-O-W Pertnit for new construcGon.
Minimum ten(10)woricing days after submittal date. Required onsite,ConsWction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities�1 dumpster Site Work Permit for all new projecls.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW wnstruction.
�,'�ilN�k�fHIIN��Iq�iRkllilk6iM�7fIkYIHkWN=11Hklk�HtkWq�q�qfk�tklkq . .. �KKFt�,W . . I%�Il��kqF�f��
Directions:
Fill out application completely
Owner&Contractor sign back of application,notarized
If over 52500,a Notice of Commencement is required. (A/C upgrades over 57500)
" Agenl(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from oumer authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counler if on public roadways..needs ROW
!
NOTICE OF D�ED RESTRICTIOfdS: 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 RESPOPVSIBILITIES: 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 or 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 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
i 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. I
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 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 Bayheads, Wetland Areas, Altering
Watercourses. -
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & 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
"compensaiing volume" wifl be submitted at time of perrriiiting which is prepared by a proiessionai engi��eer
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 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.
` ` c�t� z P�,h�,�.��(S
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.
FLORIDA JURAT(F.S. 117.03)
OWNER OR AGENT CONTRACTOR �
Subscribed and sworn to(or' ffi e re me this Subscribed and swor t�j(o affirm d)before me this
by lLa .s��o Sr_°f�7
Who is/ar personally known o me or has/have produced Who is/are personally known to me or has� ave prod d
as identification. as identifi on.
.�,�. � •� � �
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'��������' B�B•� Not Public � Public I
;,r: :� I EE 154234 = ,
Commission ��. �P�RES.�anuary1��2016 . Commission No. " �
-Rf„,� ` + ' ��'' St�R�01 Fb�Oi
Nohry Pu�t- i
Name of Notary typed,printed or stamped Name of Notary typed,pri � C����#�0ti1370
,,,.. `�� eaded?hro�h Nriioml NatuY Assn.
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PLEASE PRINT ON YOUR COMPANY LETTER�AD
Let�er ofA�thoriz��io�t
Project Name:
Project Location:
Pemut Issuing Agency:
I, � � �� � 1 M� ,property owner of the above noted property do hereby authorize
Printed Name
The Sign Resource,Inc and/or any authorized representative of The Sign Resource,Inc to submit for and receive SignBuilding
pernuts and related electrical permits as required for new signage at the above-noted property.Furthermore,any authorized
representative of The Sib Resource Inc may sign documents required to obtain such permits in my stead.
The authority provided above is strictly related to the pernuts outlined above and such authority shall cease immediately upon
approved final inspections for the project described above.Additionally,the authority provided above is not relevant to any other
prcject or�atter w-iu�out a separate and aduitionai Leiter oi Autnorization document being provided.
I have placed my notarized signature or mark below to allow such authorization.
Property Owner/Authorized Representative Signature � Title �}r�
Property Owner Address: ��C,��yi �r��� �..,�5 c�(/i� ' '�- '��i'��T L ����'�
1 �
Properry Owner Phone:S-;•�T���� c3 ;� Property Owner Facsimile:
The foregoing instrument was acknowledged before me on the��day of � �I��t�� .2oi�
by �T�(�1��h, M .�• .who is personally known to me/who provided
as identification and who did/did not take an oath.
�,,,
State of ;��h�; gE�g,�,q�
?r; ,r MY OOARA9ISSION A EE 159234
Coun Of �� � �P��S:Jenuaty 11,2016
t3' •�fTf,tk� Banded Thru Nohry PubBc Undeiv�s
l��P�l1�. �)• /I.c�.(����� �v�-% Notary Stamp/Seal
Notary 3'gnat�ye
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Rogers' Sign Corp.
SALES • SERVICE • INSTALLATION 701 S LEMON AVENUE • 4ROOKSVILLE, FL 34601
PHONE(352) 799-1923 • FAX(352) 799-6994
April 16, 2015
To whom it may concern
I Robert F. Rogers License #ES0000417 grant my permission to lohn Miller
to act as my agent to update my contractor license if necessary, sign for, and
apply and pickup the permit(s) listed below.
Florida Hospital
37924 Medical Arts Court,
Zephyrhills, FL.33541
Robert Rogers
State of Florida
County of Hernando
The foregoing instrument was acknowledges before me this /� day of
A 2015, by Robert Ro er om is ersonall known to me or
has p duced as identification
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Notary Seal -
;���"4':'a,y;, STEVEN AA.HOVYLANQ '
; Nohry Pu01ic-Sqte ot Ftoflda
�• :i�Ry.,Camm:Explroc Aup 12,2017
. � Comml�alon#FF 041370
����������, Bonded Throuph National Notary Assn.
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City of Zephyrhills
` BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��(�t R c�j 16l� C p R$ , �/UC.
Date Received: � — 2 3 � / s
Site: 37 91`I 1V�E0�cgt, A RT� C-�--
Permit Type: .I.NST'A�.�, w AlL �1 QA� �
Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
� , ;
,,-- ��`I '�
Ka in it r—Plans Examiner Date Contractor and/or Homeowner '�
(Required when comments are present) '
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To be retiioved ��`A"�"" ��� R-��"�"� �"�- ZephyrhillslFLs Cour�,�� -
�31 .17' Frontage�verall �
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fta� plasfiic . �b {��=.
r �'� � �f°-� ��FLORIDA HOSP1TilL
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W�.� ZEPHYRHfI1S
This sign conforms to the requirements
of Florida Building Code 2010
Ultimate design wind speed V(ult)=140 mph
� - Risk category=II
' , , . � � � , Exposure C
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EXISTING CONDITION �..I c� J° 1,�,��,,��
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. ° • a ' � • a • • ��JII.D�RtG 5�.�.C�'LY WI'T��� :
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� � � , " . ALi,ApPLICABLE } �IN6,�:,':� �i;� °��:
� . � � ,I ����z-=- . � - ` ELEC'i'RICAL,PLiJi� p� "
� �C�ICAA.C� � se'�b�f��0���,��a.
• � { 5'-6" tZta�l 1/4" threaded stud ��"oi;��P��'��'��`'�
` -I . into wall with Hilti HY20
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, epoxy embedment, 8 places
� precise locations by installers ���t����T� B ����J�,
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� � � CIT'V'pF � � ...
'r�ORIDA HOSPITAL .q+�..�I �/q�w �X���/a1 �'�1p��+�"�LL� ///'+
i 9 L�l�s E,�/\,tlEI19L� /4,
� ZE�'HYRHILLS ! ` -
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Elevation View
l NOTE:CONDITION OF WALL STUCCO 8�PAINT FIOrIC�a HOS ital Ze h rhilis si n
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Pr0 osed New Wall Si �l. I � AFTER REMOVAL OF EXISTING(SHOWN ABOVE), M 1� y
P., g I IS UNKNOWN.UPON REMOVALADHESIVE MAY REMAIN. WaII SUI�aC@ —�
, „ , „ i b The Si n Resource, Inc.
Size 1 -$ X rJ -G . TSR NOT RESPONSIBLE FOR REMOVAL OF ADHESIVE. Y g
Sign material is 1/4��Aluminum, Wlt�l TOUCH PAINTCAN BEAPPLIEDAS NEEDED. EIlIB�Qe(�S@Ct1011 VI@W John J. Orlando PE LLC
1/4" thick raised border. Flat background, 165 Old Ridge Road
with vinyl applied logo in established colors. Macon, GA 31211 478 731 5394
Sign will be stud mounted. ti' Florida registration # 0044089
Non-illuminated. �( Border,8�Lettering color is Oracal651-067 Blue.
Sides of sign will be white. . � Logo color is Oracal 651-074 Middle Grey. Sheet 1 Of 2
' job 1515SR
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� Job name � �Florid`a Hospital Zepfiyihills Physician Group `�'�
Job# �I 1515SR
_Installation company: �The Sign Resource,Inc.
�Installation localion: 37924 Medical Arts Court,,Zephyrhills,.Fl ____ ____� �,_ ._�
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Section 1609.6.4.4.1 of Florida Building Code 2010 applies.
Application of wind pressures using lhe altemative all heights method for components and Gadding
- - ----- -- -- - - ------ - •
Type of structure: ;non illuminated 1/4"aluminum_plate sign_._ _
Occupancy Category: ;,a_I I_� ,
Ultimate design wind speed,figure C,FBC 2010,section 1609: (.�_140_ � mph
Wind stagnation pressure(qz)Table 1609.62(1)FBC 2010 502 psf
Net Pressure Coeficient(Cnet)from Table 1609.6.2(1)
Components and cladding not in areas of disconfinuity-walls and parapets -1.09
Wind Pressure -54.7 psF
Wind load applied between wall and structure,pulling structure away from wall
Load carried by tension in fastenefs wnnecting strudure to wall
-ma�dmum height of structure to be atlached < 1.67 ft
-maximum width of sWcture to be attached 5.50 ft
-fill factor i 1.00
-projecled area of each component to be attached 9.2 ft"2
-wind load -503 Ibs
-design limit tension load per fastener to ,_�- 250'Ibs
-even number of fasteners minimum of 2= -4
-number of fasteners practically required due to structure shape � � 6
-weight of structure is approximately i 150�Ibs
-design limit shear load per fastener ta ;�_.. 125!Ibs
-average shear load per fastener= 25 Ibs
Mounting surface construction is: to be determined �� y� ' � � '^
Use methods: • 7 i
Method 1-Liberty brand toggle bolts
-use 3/8"x 6"long toggle bolts,item no.38600TM
-ultimate tested shear load in hollow CMU=3000 Ibs
-ultimate tested pull out load in hollow CMU=1800 Ibs
-design pull out load=250 Ibs
NOTE:.Design assumes that fasteners are installed according to manuFacturers
instructions,using correct size drill.
Method 2-Lag bolts inlo framing members.
-use 3/8"galvanized lag bolts with at least 5"of embedment into framing members.
-allowable pull out load= 436 pounds
-allowable tension load= 680 pounds
Method 3-Through bolls into a blocking member
-use lhreaded steel rod into a blocking member placed behind framing member
-ultimate tension load#10/24 rod= 100 pounds ultimate shear load= 50 pounds
-ultimate tension load 1/4"rod= 270 pounds ultimate shear load= 200 pounds
-ultimate tension load 3/8"rod= 680 pounds ulUmale shear load= 510 pounds
-ultimate tension load 1/2"rod= 1260 pounds ul6mate shear load= 940 pounds
Method 4-Masonry expansion anchor bolts.
-use HILTI HL-H 318"x 3"Galvanized Sleeve Mchor,item no.00336253
, -ultimate tension load=450 Ibs
NOTE. Design assumes that fasteners are installed according to manufacturers
instructions,using correct size drill.
Method 5-3/8"x 5"Simpson SVongtie Titen HD in hollow CMU
' -allowable tension load=720 Ibs ��e g p 6 p�pp�
-allowable shear load=1240 Ibs ap�b �� ��5��,�
NOTE..Design assumes that fasteners are installed according to manufacturers �� ,�. ��,y' p,.
instructions,using correct size drill. y0� � ,o°°E� a 'C°p�`�Q��
, http://www.stronqtie.com/qroducts/anchorsvstems/mechanicaUtiten-hd/loads cmuhollow tenshear.html �o oe��Ci s�C`°°oe,� 6°A
�'eo
Method 6-1/4"x 2 1/4"Tapcon 410 SS,part no.3369907 ;; � ;n fy 4� . �
�„ d
-d e p t h o f e m b e d m e n t i n h o l l o w c o n c r e t e b o c k= 1 1/4" aa-� s
-pullout strength=754 Ibs ° �
-shear strength=1218 Ibs p ' °
L� ���
Method 7-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall �� ° .0 •��1=� ;��r�
-tor a 3/8"HIT_A rod anchor with Hilti HIT HY20 epoxy embedment system with 3 3/8"of embedment �Q�d� ��J��
-maximum allowable tensilel lo d=97751bs B' ^. �� �y �� „� � e
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m T . +l,a'r.\ c`:
-design tensile load=250 Ibs(design tensile load for a 3/16"rod=(1/4)(250)=65,use 50) ��pB��}`°•��°`°'���00�
NOTE:pertormancedatafromHlLTiwebsite a��B�O�������D��`��
Method 8-#10 self tapping sheet metal screws or wood screws
-design tension load=75 pounds
Method 9-5/16-18 Riv-Nuts by"Atlas SpinTite part number AELS-51&312"
-pull out slrength in 0.125"aluminum sheet=3602 pounds �
-design tension load=75 pounds
References:
ASCE 7-10
John J.Orlando PE LLG�0044089ding Code 2010
, 165 Old Ridge Road sheet:42 of 2-'
Macon,GA 31211
(478)731-5394
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! i Proposed Wall sign...
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Scale: 30.0' � ;
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