HomeMy WebLinkAbout12-12758 CITY OF ZEPHYRHILLS
5335—8TH STREET
. . � • (sis)�so-oo20 12758
BUILDING PERMIT
Permit Number: 12758 Address: 7435 GALL BIVD
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: MONUMENT SIGN Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: ZEPHYR COMMONS
Est. Value: Parcel Number: 3425-21-0160-00000-0040
Improv. Cost: 58,800.00 '�=�� ���:,
Date Issued: 4/20/2012 Name: FIRST COMMUNITY BANK OF AMERICA
Total Fees: 535.50 Address: 13839 US HWY 98 BYPASS
Amount Paid: 535.50 DADE CITY FL 33525
Date Paid: 4/20/2012 Phone: 352 518-2061
Work Desc: INSTALL 3 WALL W/ELECTRIC & MONUMENT SIGN
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THOMAS SIGN&AWNING CO,INC �
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ELECTRICAL I�QI16H 5— '�"
FINAL
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)wndemned work resulting
from faulty oonstruction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not aa:essible.
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 there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"W ing to owner: Your failure to record a notice of commencement may result in your paying twice for
im vements to your properly. If you intend to obtain financing,consult with your lender or an attorney
i before recording your notice of commencement."
Co lete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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N TOR SIGNATURE PERMIT OFFI R
ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
'� Contra /Homeowner: y�
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Date Received: T=�F���
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Permit Type: ,� � �- � ��,�
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Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or p(1 �.
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Kalvin wi ans Examiner Date ` Con�ra to d/or Homeowner
(1Z en comments are present)
3
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
• � Buildfng Departrnent
Date Received S '�GJ i �2-, Phone Contact for Permittin �� --'
Owner's Name IN�M�lkd, �j(�h5��' Owner Phone Number - � (3
Owner's Address Vd� �D��"� �' �,, , _ a �n.. pwner Phone Number
Fee Simple Titleholder Name �r f�- � Owner Phone Number
Fee Slmple Titleholder Address �
JOB ADDRESS � � 4�<<1 LOT# C�
SUBDtV1510N PARCEL ID� �� a '�j'Z. �l� �' �(217 .-t��
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR 8 ADD/ALT � SIGN � C] DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR � COMM [� OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK SrA�J� .3 �yA{„L�jj v�Y-a �(6�r.St' r "�p ' ' J�u
BUILDING SIZE SQ FOOTAGE�� HEIGHT U'�-�l.l��'N
BUILDtNG $ ' VALUATION OF TOTAL CONSTRUCTION
�- �-om`�
dELECTRICAL $� �66 �„ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
�
QPLUMBING $ ��Z�o`- �l�� ry� Q�/�,
\� a 5 /�(_„ ^/!
C:.
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION v�'��
QGAS Q ROOFING Q SPECIALTY 0 OTHER - -�/Z /S�
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
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BUILDER ' OMPANY m�'S�� 'h9 � � L.�'J�
51GNATURE"`-•� __ REGISTERED / N E CURRE /N
Address 0 � �' . �0 �i�t9 (� License# �S D�g^� �
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ELECTRICIAN i � J r^ I�OMpANY �Y1�, c �� ��
SIGNATURE `��•� REGISTERED Y N FEE CURRE� Y/N
Address � Q �.�, �,. �� � ��(7� / License# QQ����
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �- -�
MECHANICAL COMPANY
SIGNATURE REGISTERED Y! N FEE CURRE� Y/N
Address License# r-
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �_
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minlmum ten(10)working days after submittal date. Required onsite,Constructlon Plans,Stonnwater Plans w/Silt Fence installed,
Sanitary Facilides&1 dumpster;Site Wo�lc Permit for subdivisionsAarge proJects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new consVuctlon.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wJ Silt Fence installed,
Sanitary Facilities 8 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"'"*PROPERTY SURVEY required for all NEW constructlon.
Directions:
Fill out application completely.
Owner&Contractor sign back of applicaUon,notarized
If over i2500,a Notice of Commencement is requlred. (A!C upgrades over 57500)
`" Agent(for the contractor)or Power of Attomey(for the owner)would be someone vuith notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Onty)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/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"
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 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—Lice�sing 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 appiy 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 atso 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 prio� to
receiving a "ce�tificate 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 Agricuiture 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 ali 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, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- 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 NA" 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, cance�, 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.
WARNING TO O ER: YOUR FAILURE TO RECORD A NOTICE F COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE R OP AN ATTORNEY BEFORE RECORDING Y u 'NOTI E OF COM' ENCEMENT.� CONSULT
WITH YO R LE
FLORIDA JURAT(F.S. ) U�JK°"= ,
OWNER OR AGENT CONTRAC
Subscrlbed and swom t (o ) efore me this Subscrfbed an s t or )before me this
_ - -.�'��
J'� � '�Y o Is/ar " n II k� o me or slhave produced
Who is/a asJhave produced -x-----------�'�as idenHflcation.
-----as 1denUficatlon.
- - -- �
r ' -. BOBBIE ,� � �06 ' � �j B 81l S. ETtA '
_�+�`�`'�- � j {qR�p �' Notary Public
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l,t;; ,•' t3mdadThNl'royfainms eooae��o�a - °- w��;�rq;.�a,i�r�,a�4 22,2012
,�•' Commissi •'`
Com
ed, rinted or stamped Name of Notary typed,printed or stamped
Name of Notary HP P
I IIIIII Illli IIIII IIIII Illll IIIII IIIII IIIII IIIII IIIII IIII IIII
2012066905
NOTICE OI'COMI�ENC�1PViENT
Permit No
Rept:1429845 Rec: 10.00
Property Identification No . g� p., DS: 0.00 IT: 0.00
���" l� ��'Cet�d"�a�i - 04/20/12 C. Cook, Dpty Clerk
THE UNI)ERSIGNED hereby gives notice that�mprovements wili be�na�e to ce�tam real property,and m accordance with Sect�ora
7 L.i 13 of the Florida Statutes,the following information is providea tn the NC}TICE OF COMMENCEMENT
I. Description ofproperiy /egaldescription:) ��5•l�Jm,�t�-� {"1'� -.r�.� �G,(�3 L2��'4 GS�,'�•,�f,.�'Q�`^
a) Street Address� � � '�K -,�_
?. Generaf descriptwn of improvements
�e.v� • '�-��..75
3. Owner Information
a} Name and address• Y�'�'(td(}��yw,.n1�, �ts�L,. ,-�',f,'� �s�.�,� q� "g� S ��,� ��,�.I
b) Name and address of fee simple titleholder(if other than owner � ,��� ����'
c) Interest in property �—���'
� Contractar Information
a) Name and address• Mstr�„�j1*�) �N�� � ,Q�� �� t�.�'� ��Yw �1ry-,; ��, ,3�„(�
�`4
b) Telephone No.:"7Z'� �,�2, -7-��-� Fax No (Opt.}
5. Surety [nfonnation
a) Name and address:
b) Amount of Bond:
C} Telephone No.: Pau�a s o'NEIL,Ph D PRSCO CLERK & COMPTROLLER
6. Lender Fax No (C 04/20/12 10:25am 1 of 1 -
' a) Name and address. k��t?, OR BK ��,�� PG 3� -
w� .�
7 Ident�ty of person wrthm the State of Flonda des�gnated by owner upon whom notices or other docurnents may be served,
� a) Name and address:
b) Telephone No.: P� Fax No (()nr�
8 In addition to himself,owner designates the following person to recei��e a copy of the Lienor's Notic<�as provided m Section
713.13(1)(b),F(orida Statu-tGs•
a) Name and address. (V q-
b) Telephone No. _ t� R Fax No. (�nt l
9 Exptrat�on date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date�s
specifiedj
WARNIN�TO OWNER: ANY PAYMENTS MADE BY THE��JN�I�.��"�'��'rHE EXPIRATI()lY OF THE NOTIC�f��'
COMMENCGMENT ARE CONSIDERED IMPROPER PAYI�ENTS FJN�?EIt CHAPTER 713,PAttT 1,SECTIQN 7�3.�3,
FLORIDA STA'FUTES AND CAN RESULT IN YOUR PAYING �'VrV[C�FE�bt IPROVEMENTS TO YQUR PROPERTY. A
NOTICE OF e'QMMENCEMENT MUST BE RECORQED AND �'Q�STEE7 Q�N THE JOB SITE BEF�RE THE (lRST
(NSPECTEON. [ia'YDU INTEND TO OBTAIN FINANCiNG,C�NS�1@�T t'aUR LENDER OR Al� ATTORNEY BEE(}RE
COMMENCEN��VpRK OR RECORDI]YG YOU NQ�'[CE OF C�M1t,�ENCEM��'.
. ` �y' �-�,,,.....
STATE OF FL�RIBIA ! �
COUNTY OF PASC� ,� P '
Signature OF Owner or O s Authonzed Officer/L>irector/Partner/Manager
. �
Print Name
~�� �—�7 y
The foregoing instrument was acknowledged Uefore me Ehis ! day of (�l ���'P t��
as - t . ,.- '�,20��.by �'�'1
(��pe of authority,e.g.officer,trustee.attorney in fact)for
me of'party on behalf of whom instrument w executed).
Personally Known�OR Produced Identification ��„ �''� � • �,�
_ Notary Signature�, � C.�,
Type of Identification Produced Name(print)_��( ��C� �- ��+��`��n��
Verification pursuant to Section 92.525,Florida Statutes. Under penalties of perjury,i declare that[have r the foregoin nd tha e facts stated
in it are true to the best of m �knowled e a d li f. �
FORMS/NOC.rvsd� 17 ,n >
��ti*pv�p���� TRISHA S.KRAGER
�>����`�; Notary Publie-State of Fiorida S�t3na[ure of Natural Person Signm�Above
�•. '�` :•,My Comm.Expires May 19,2014
`-,"^" `��� Commission#DD 993542
,.`";.;`�a`,.
� Bonded Thrcugh National Notary Assn.
STATE QF FLf�f�ICA, COUNTY OF PASCO
THIS IS TG CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR 0� PUBLIC RECORD IN THIS OFFICE
WITNESS MY HAND AN OFFI�IAL S�AL THIS
4 �// DAY OF _�� �
PAU�A S O'NEIL, CL &COMPTROLLER
B� li1 � DFPI)TY CLERK
OR BK 5816 p� 1610
A. Menu Signs for Drive-Through Restaurants 17 oi 24
In addition'to the signs otherwise permitted by these Sign Regulations, a drive-through
restaurant shall be permitted one(1)menu sign placed in proximity to the dnve-through lane for
the purpose of ordenng. Such sign shall be setback to the minimum building setback for the
appropnate zoning distnct,or forty(40)feet,whichever is less;shail have a sign surface area not
exceeding twenty-four(24)square feet;and shal]require a sign pertnit.
8 09.00 Abandoned Signs
An abandoned sign is prohibited and is a violation of this Section. Permanent on-site
signs applicable to a business temporarily suspended because of a change in ownership or
management shall not be deemed to be abandoned unless the property remains vacant for a
period of six (6) consecutive months or more. During that time, the owner shall maintain the
sign as required by this Section,and shall replace or cover the copy relating to the prior business
with an opaque covering,ensuring that all intemal fixtures of the sign remain covered.
8.10 00 Signs on Rights-of-Way
A. Allowance of Certain Signs The following signs may be erected in rights-of-way
within the City and shall be exempt from the regulatory provisions of this Section. Such
struchues must also comply with applicable provisions of the City of Zephyrhiils Right-of-way
Use Ordinance and the Building Code.
1. Government signs;
2. Traffic-control devices.
3 Temporary event signs for not-for-profit or govemmental organizations. Such
signs must be removed within two(2)days after the event they advertise.
B Prohibition of all other signs on rights-of-way. With the exception of signs
pem►itted in Subsection A above, it shall be unlawful for any person, firm, corporation or other
ent�ty, for its own or the benefit of another, to erect, place,post, install, affix, attach or in any
other way locate or maintam a sign upon, within or otherwise encroaching on a right-of-way or
upon a structure located within such a right-of-way. Information contained in any sign,
including names, addresses or phone numbers of persons or entities benefthng from or
advertising on the sign shall be sufficient evidence of ownership or beneficial use or interest for
purposes of enforc�ng this section. More than one person or entity may be deemed jointly and
severally liable for the placement or erection of the same sign. Each unlawful sign shali be
deemed a separate violation of this section.
8.11.00 On-Site Signs;permit required.
A. Genera!regulations.
1. For the purpose of determining the spacing requirement found in this subsection,
distances shall be measured from the leading edge of the sign structure to the property
line of the property from which the distance is being measured.
2. Illuminated signs,including neon signs, shall not produce more than one(1)foot-
candle of illumination four(4) feet from the sign,when measured from the base of such
sign. Exposed neon tubing shall not be pennitted on ground signs.
3 Signs shall not be placed in the clear site triangle.
B. Standards jor on-site signs in residentia!districts. The following signs may be
erected in residential zomng districts:
1. One(1) double-faced or two (2) single-faced permanent subdivision sign(s)may
be located at each entrance to a platted subdivision provided that all of the following
requirements are met:
17
OR BK ���� PG �,��;�',
i6 �� 24
a. The sign shall not create a physical or visual hazard for pedestrians or
� motonsts entering or leavmg the subdivision and shall be set back a minimum of
fiv�(5) feet from the nght-of-way lme and twenty (20) feet from the intersection
of the rights-of-way
b An individual firm, partnership, associat�on, corporat�on, or other legal
entity other than the City of Zephyrhills shall be designated as the person
responsible for perpetual maintenance of the subdivision sign.
c. Each sign surface shal] not exceed ten (10) feet in height and forty (40)
square feet in sign surface area.
d. If single faced,the two signs shall be located on opposite sides of the entry
dnve.
e. Signs authorized by this subsection may be located within the rights-of-
way provided that the appropriate right-of-way use, maintenance and license
agreements,and permits are obtained.
£ One (1) additional subdivision sign may be placed at each terminus or
farchest edge of the subdivision, if located at least one thousand(1,000) feet from
the main subdivision sign,up to a maximum of two(2)additional signs.
2. One (1) wall sign or one (1) double-faced or two (2) single-faced ground
identification s�gns may be located at each entrance to a multiple-family residential
development or mobile home park, provided that all of the following requirements are
met:
a. Such signs shall not exceed two (2) square feet in sign structure area for
each dwelling unit up to and including sixteen(16)units.In no event shall the sign
exceed thirty-two(32)square feet of sign structure area.
b. Such signs shall not exceed ten(10)feet in height.
c. Such signs shall be set back five (5) feet from the nght-of-way line and
twenty(20)feet from the intersection of the rights-of-way.
d. If single faced,the two signs shall be located on opposite sides of the entry
drive. Backlighting or interior illumination is prohibited. One projecting sign
may be substituted for each wall sign pursuant to this Section.
e. Signs authorized by this subsection may be located within the rights-of-
way provided that the appropriate right-of-way use, maintenance and license
agreements,and permits aze obtained.
3. One directional sign per subdivision entrance with a maximum height of five (5)
feet for the structure, twelve(12) inches for the copy, and thirty-two (32) square feet of
sign structure area. The directional sign shall meet the separation and setback
requirements of on-site signs. Additional directional signs may be placed where
necessary to locate subdivision amenities.
C. Standards for on-site signs in nonresidential districts. On-site signs on properties
in nonresidential districts which abut a residential district shall not be erected closer than ten(10)
feet from any residential zoning district. Finishing materials shall be consistent with those used
on the structure to which the sign relates.
]. Regulations for ground signs. Ground signs shall be allowed in nonresidential
districts, provided the following specific regulations aze met, in addition to the general
regulations stated above•
a. One (1) ground sign is permitted for each parcel having frontage on a
public street. If a parcel has public street frontage in excess of three hundred(300)
18
OR EK ���6, p� 1��2
�§ of 2a
feet, one (1) addit�onal ground sign shal] be permitted for each additional three
hundred(300)feet of public street frontage.
b. The maximum ailowable sign structure area for each ground sign shall not
exceed one (1) square foot of sign structure area for each lineal foot of frontage
along the street the sign faces or two hundred ten (210) square feet in s�gn
structure area,whichever is less.
c. No ground sign shall exceed eleven(11)feet in height,except as specified
below
d. If a parcel is entitled to more than one(1)sign as allowed above and is a
multiple occupancy parcel,then all allowable ground signs may be combined into
a single bzound sign not to exceed three hundred(300)square feet in sign structure
area. Such a combined sign may not exceed fifteen (15) feet in height. The
combined s�gn may be divided into two signs,if the frontage of the parcel exceeds
fifteen hundred(1,500)feet. The total area of the combined signs shall not exceed
three hundred (300) square feet in sign structure azea and the height of each s�gn
shall not exceed fifteen(15)feet.
e. Ground signs shall be placed no closer than three hundred(300) feet apart
on the same parcel.
£ All ground signs shall be set back five(5) feet from the right-of-way line
and twenty (20) feet from the intersection of the rights-of-way, except when
ground signs are located on one-way streets the setback from the intersection may
be fifteen (15) feet so long as the sign does not interfere with the clear site
triangle.
2. Regulations for wall signs Wall signs shall be allowed in nonresidential districts
provided the following specific regulations are met,in addition to the general regulations
stated above.
a. The maximum allowable sign structure area for wall signage shall not
exceed one and a half(1'/z) square feet per linear foot of establishment frontage,
excluding pazlang garages, facing a public street. Notwithstanding the foregoing,
the maximum total sign structure area shall not exceed one hundred fifty (150)
square feet for each frontage.
b. One (]) projecting sign may be substituted for each wall sign, provided
that the sign structure azea of the projecting sign shall not exceed the maximum
allowabie sign structure area of the wail sign that the projecting sign replaces.
c. Wall signs shal] not project beyond the roof line or side walls of the
estabiishment to which the wall sign is attached, nor shall the wall sign project
more than twelve(12)inches out from the wall to which it is attached.
d. One(1) wall s�gn shall be permitted for each establishment in a multiple-
occupancy parcel. Establishtnents located at a corner shall be allowed one(1)wall
sign for each side of the establishment that faces a public street.
3 Regulations jor projecting signs Projecting signs shall be allowed in
nonresidential districts,provided the following specific regulations are met,in addition to
the genera]regulations stated above.
a. Projecting signs may be substituted for the permitted wall sign referenced
above, provided that the sign structure area of the projecting sign is not greater
than the maximum sign structure area permitted for a wall.
b. Projecting signs shall not project more than four(4)feet from the building
wall to which the projecting sign�s attached.
19
OR BK ,°�,.�6 J.,l� P� T.,��.�
�0 os 24
c. Pro�ecting signs shall not be located above the roofline of the building nor
more than eighteen(18)feet abovc the grade of the street,whichever is less
d. The supportmg hardware of a pro�ectmg sign shall not be visible from the
street or sidewalk.
e. Pro�ecting signs shall not be constructed in violation of the public space
encroachment limitations specified m this Section.
£ Pro�ecting s�gns shall not be erected closer than ten (10) feet from an
interior lot line or an adjacent establishment.
g. Projecting signs which project over any public or private pedestrian way
shall be elevated a minimum of mne (9) feet above such pedestrian way.
Projecting signs which project over any pubiic or pnvate street shall be elevated a
minimum of fifteen(15)feet above such street.
4. Regulations for marquee, canopy and awning signs.Marquee,canopy and awning
signs shail be allowed in nonresidenhal districts, provided the following specific
regulations are met,m addition to the general regulations stated above:
a. One(1)sign located on a marquee, canopy or awning shall be affixed flat
to the surface and shall not rise in vertical dimens�on above the marquee, canopy
or awning.
b The maximum allowable sign structure area for awmng, canopy and
marquee signs shall not exceed two (2) square feet per linear foot of building
frontage facing a public street. However, the aggregate surface area of all shapes,
letters, numbers, symbols, and illustrations shall not exceed twenty five percent
(25%) of the total area of the awning or canopy surface. The awning or canopy
sign may be illummated only if the material of wh�ch it is made is opaque.
c. Canopy and awning signs shal] be permitted only when in l�eu of a wall
sign.
5 Directory signs. One directory sign per entrance into a nonresidential
development or subdivision with a maximum height of five (5) feet for the structure,
twelve(12)inches for khe copy,and thirty-two(32)square feet in sign structure area.The
directional sign shall meet the separation and setback requirements of on-site signs.
6. Colonnade signs. One colonnade sign per establishment may be suspended at
least nine (9) feet above the walkway if limited [o pedestrian traffic and at least fifteen
(IS) feet above the walkway if open to vehicular traffic, with a maximum six (6)square
feet of sign structure area.
8 12.00 Temporary Signs
Temporary signs shall be allowed provided the following requirements are met:
A. General Reguirements The following requirements shall be met ezcept where
specifed in this subsection.
1 Time of Display. Where not otherwise specified in this subsection, all temporary
signs shal] not be posted more than fifteen (15) calendar days prior to the time of the
event or activ�ty to which they related, and shall be removed no later than five (5)
calendar days after the conclusion of that event or activity. For the purposes of this
Section, the ma�cimum duration of an event or activity shall be no longer than two (2)
weeks. Political campaign signs may be posted no earlier than thirty(30)days before the
date of the election, and must be removed no later than fifteen (15) calendar days aRer
the elect�on to which they relate.
2 Residential Districts. Temporary signs are pennitted in residential districts
provided no sign shall exceed four(4) square feet in sign surface area and six (6) feet in
20
� ���§� � �ommunity Bank
LETTER OF AUTHORIZATION
Date: �� �
To Whom It May Concern:
l, owner or
agent
Of the owner for the property listed as �d�M���� �c.�,�
Located at ��(��������, , (street address)
_7�In,v�,,,l��, �L,. (City-state)
����� ' (Zip code)
Do authorize Thomas Siqn & Awninq Companv or their authorized
Aqent to obtain a permit for and to install signage on the above referenced
property.
Date: 9 �o2C��! l
Owner or Agent
��'7 �-( t� ����
Owners Telephone Number
Sworn to and subscribed to before me this ��_ day of S
'hQ�� and being ersonally know identification.
My commission expires: -1� o�
NOTARY PUBLIC
I�Cq,EL8R0USE
�,ry COM,NS81pt�1�ff 113983
�qp[�qpputt 13,2015
• 6p�d�d 11r�Mo�MY�Undeiw�s
$ite Type. � Date
07-Nov-11
TH O MAS SANo: 88690
SIGN AWNING COMPANY Proj ID� 46040
Local(727)573-7757' (800)526-3325 'FAX()-
Community Bank Sales Order Requisition
�y�T�; Loupin Construction ' Prop iL3�ra�j#: NA/ NA
212 East Pine Street Site Name. Zephyrhills
Attn Stephen Loupin 7435 Gall Blvd
Lakeland, FL 33801 ' Zephyrhills, FL 33541- ;
' United States
,_ __ I County� PASCO '
-- — ---- - --- --- -
Cust PO� Terms: NET 30 DAYS
Project Mgr Matt Thomas
- -- -- -- -
-- - -- -- --- --
Qty Sign/Product No. Description Comments Price Ea Total '
-- — - - -- - -- --- - - -- - ---- -- --- - - - - - - -- $3,128.00
4 COMBADIRIX3DF Directional Signs for interior $7g2.pp 1
, parking lot wayfinding.
--- - - - - -- --- '
-- - -- -
1 COMBAINSPKZEPH [nstallation package: install all $9,398A0 $9,398.00 'I
new signs,remove old signs&
dispose,separate trip for survey,
drawings,permit acquisition,
labor,crane time,travel time,
concrete foundations,
inspections,etc.
-- - - --- - --- -- -- -
1 COMBAPYL6X10DF Freestandin Monument Si n b -�
S g Y - - - -- $29.4t700 $29,017.00
the road. Green Led message
center on both sides.
--- - ----- --
1 COMBAVYLATM2 Graphic wrap on freestanding $1,096.00 $1,096.00
ATM unit on drive thru island. �
, Graphics on all four sides. Full �'
_ coverage.
1 COMBAWSI-4X8-1 ❑luminated wall sign mounted $2,150 00 $2,150.00
on front elevation of the building
facing Gall Blvd.
� 2 COMBAWS2-8X1 I-6 Illuminated,wall signs mounted $4,838.63 $9,(77.26 '�
�, the building. I on the rear of the I
building facing the shopping I,
center,and a 2nd sign on the side
of the building facing the gas
station.
- --- -- -- -- - - �
' � PERMITS Permits billed at additiona(cost $0.00 $0.00 '
_ _ __ _ on final invoice. i
�, SubTotal: $54,466.26
`` Est Freight: $0.00
, O � � � Tax Rate:�.00% Est Tax: $3,812.64
Est Total: $58,278.90
Approved By� Date:
I -- - -- -- -- - --- - -
! Commission Approval: -- - - - -- --- -- -- - -- -- -- -- -- - -- - -- - l
Product: Rate:% Deduction:$ Flat Rate:$ I
Install: Rate:% Deduction:$ Flat Rate:$
- --- -
-- - - - - -- -- - -- -
--- - -- -- --- -- - - - - --- - --- - J
THOMAS
SIGN&AWNING COMPANY, INC.
�ryk ''��'�:.�k ;�r �w,'�. �;s,{��'m �yw,�4�, y �f"�:� .kk A.�. ��1 �..�� [4r, t MF,1J, t<"'', > '� ',�Fx,,3� � , �¢��, R iY 3#'� `i�,�,Y � ��,�',
r:.a^,.V ��f� � �Vr.�'�a, �.'„` e�*��`.�P._.� �`�
Wali Sign Calculations For:
Customer: C1 Bank
Site Address: 7435 Gall Bivd.
Zephyrhills, FL
Sign Description: 1'-4" Tall x 8'-2" Wide x 1'-0" Deep Wall
Sign at North Elevation
Sheet Index: 1. Cover Sheet and Design Specifications
2. Sign Geometry, Wind Loads, & Wall Anchorage
Design Specifications
Calculations have been prepared in accordance with the 2010 Florida Building Code, ASCE
7-10, AISC 360-05, ACI 318-08, ADM 2010, 2005 NDS for Wood Construction, and 2008
APA Specifications
Ultimate Wind Speed, Vult = 140 mph
Nominal Wind Speed, Vasd = 108 mph
Risk Category = II
Exposure Category: B
gt��e+�e�a�petra�
Prepared by: �,�`�,'�i��*�•Y u;q�'�,,�
, 4e.`��.�, ' .c,,V!':gi'�L; ,x°�`.�.N�.
��� �m� Cy ' ��y` ` t�� ,�
't; �' �,��, � �
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TH�OMAS ~=� �;..� � � �� �� °`�'.�.
„ ° �'j `,,
�:' �.':`.r � --�; .`�.+'v,''
S{GN 3 AWNINO COMPANY,�NC. �d �'•`t:-'� �„ re�,e •"u�_t'„�y�'
:;y°<�, .�,ro ,«y �,..,;w ;�ci
Engineering Department �;�.� �:.���:-,�__ M� ,��
4590 118th Avenue North `'��r's�iCiB+����
Clearwater, FL 33762 Phillip P. Sayers
1-800-526-3325 FL P.E. #69795
Cert. of Authorization #29484 3/8/12
TSA Sales Acknowledgment #: 88690
Page 1 of 2
� THOMAS
SIGN &AWNING COMPANY, INC.
�a a 1 ': � z° '� .t«
y i�' �� a. ��, �'�, �`�`;�`,; ^r'�:µ#� �,.�' �,�,�`S. .z i,,��',�' .�� w .:k§��,, ',,j'�`waa
Sample Calculations
Geometry - Wall Sign qh = 0.00256*Kz*Kzt*kd*Vult�
Wall Sign Length = 8.17 ft p = qh * (GCp-GCpi)
Wall Sign Height = 1.33 ft T = 0.6*p*Sign Height*Sign Length
Wall Sign Depth = 1 ft V = 0.6*p*Sign Height*Sign Depth
Dist. to Top of Sign = 15 ft M = Force * Eccentricity
Wall Sign Weight = 7 psf (Ta/Tn) + (Va/Vn) <= 1.0
Location on Building = Wall
Zone = Edge
Wind Loads
Ultimate Wind Speed = 140 mph
Expsoure Factor = B
Risk Category = II
Kzt = 1.00 GCp = 1.40
Kz = 0.70 GCpi = 0.00
Kd = 0.85 (GCp-GCpi) = 1.40
qh = 29.9 psf Pface = 41.8 psf
;S��pS
t,�y� °���' . � „.���Y''`�I
Anchor Desi n .,R`',�i' °�`s;,r.'r��°•,�;�'°9
���.l,..'°,�. ` �= ° > est'�
Load Source Ecc (in) Tension Shear Moment � ��� � ; � " =
(Ibs) (Ibs) (Ib-in) �` '� �p � . / °� '
Wind Suction 0 272 0 0 �-sa� / �/� �1-:c��,
Wind Shear 6.0 0 25 150 :,;•F°•, ti (�' ::r:, q'�
Sign Weight 6.0 0 76 456 e����"~� 'o'�'+°"°`v"�
�`�°e.�r';V ,G�-Yy � `.�i'j.S��A'&
TOTAL = 272 80 606 `�yr`4�°;�,����_�-����'�
�p°�a�iCdbG�8u6,
No. of Anchors = 6 Ta = 225 Ibs
Tension/Anchor = 59 Ibs Va = 750 Ibs
Shear/Anchor = 13 Ibs Interaction = 0.28 < 1 OKAY
Substrate = Hollow CMU
Anchor Type = Sleeve_Anchor Wall Sign to be mounted to using min (6) - 3/8"0
Diameter - 3/8 in screw anchors with 1-3/4" min embedment, in pairs
at 48" max spacing. Refer to drawings for anchor
types at different wall substrates
TSA Sales Acknowledgment #: 88690
Page 2 of 2
THOMAS
SIGN &AWNING COMPANY, INC.
��* '°��M,��,� x�a �,�r '��r#° �,.�t'` .,�xt .�y�.p,q,, r' x.' ,y ;��K:h ,�" `r., *q" a ,� �c�, warx e
�a�a, .k'¢�° t � �� a. �z���a,`� i'�`�'` �+ ��„tM n� »��• ,'`. ��'e, .c',�„"�`:��t,.3�'`��+' �,`xi*--riK
�.
Wall Sign Calculations For:
Customer: C1 Bank
Site Address: 7435 Gall Blvd.
Zephyrhills, FL
Sign Description: 2'-g" Tall x il'-6" Wide x 1'-0" Deep Wall
Sign at East Elevation (Drive-Thru)
Sheet Index: 1. Cover Sheet and Design Specifications
2. Sign Geometry, Wind Loads, & Wall Anchorage
Design Specifcations
Calculations have been prepared in accordance with the 2010 Florida Building Code, ASCE
7-10, AISC 360-05, ACI 318-08, ADM 2010, 2005 NDS for Wood Construction, and 2008
APA Specifications
Ultimate Wind Speed, Vult = 140 mph
Nominal Wind Speed, Vasd = 108 mph
Risk Category = II
Exposure Category: B
Prepared by: �s�����p �P.�,S��`�s,
����,`Q�a�'�,,,G E NS'�y�','ri
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; � �
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THOMAS � � ° '
oe �> . ,+'� � �`w
����• �
SIGN 3AMVNINfi COMPANY,INC. ��afj r,1��{' �� ,•"•��('�`��
Engineering Department `r�� �3���,��q a�`
.r f � a e
4590 118th Avenue North `r�°ar���04r
Clearwater, FL 33762 Phillip P. Sayers
1-800-526-3325 FL P.E. #69795
Cert. of Authorization #29484 3/8/12
TSA Sales Acknowledgment #: 88690
Page 1 of 2
THOMAS
SIGN &AWNING COMPANY, INC.
yx :`d � i'�' ' F� a±r"". �,� '-,r��y � ',�t d�x �� ,-�:+`tlp�<`;.� '' �h,w^�i'.`t�; 'a'" ' k'3'a.g w�' M j�7 a„ro ha
�, r_ & "�';, � , k;,"F',�,',. s r.�� ,r�„ ;,r, ��r f�:� �'���,a�sa'�" �r. "—d�,���� � a4 E" + '� f d'
��,�5,"i�,
Sample Calculations
Geometry - Wall Sign qh = 0.00256*Kz*Kzt*kd*vult�
Wall Sign Length = 11.5 ft p = qh * (GCp-GCpi)
Wail Sign Height = 2.67 ft T = 0.6*p*Sign Height*Sign Length
Wall Sign Depth = 1 ft V = 0.6*p*Sign Height*Sign Depth
Dist. to Top of Sign = 15 ft M = Force * Eccentricity
Wall Sign Weight = 4.08 psf (Ta/Tn) + (Va/Vn) <= 1.0
Location on Building = Wall
Zone = Edge
Wind Loads
Ultimate Wind Speed = 140 mph
Expsoure Factor = B
Risk Category = II
Kzt = 1.00 GCp = 1.40
Kz = 0.70 GCpi = 0.00
Kd = 0.85 (GCp-GCpi) = 1.40
qh = 29.9 psf Pface = 41.8 psf
Anchor Desi n `��,�\��,�p P �S,q��,''�
���,,��,.�0 G E�,��•..,�,�.•��'
Load Source Ecc (in) Tension Shear Moment � , � �
(Ibs) (Ibs) (Ib-in) : *�:� T � �j�st� �
Wind Suction 0 770 0 0 �-A j/�� =
.. a ;'ttd
Wind Shear 6.0 0 50 301 ��y��V �� � �� v,=��'�
Sign Weight 6.0 0 125 752 °: ' .. � � .� �•y`�;��°'��'��
TOTAL = 770 135 1053 dP�s ry.�'!�'��": �.���`,�
`,r��U1VA�����,�'�
No. of Anchors = 8 Ta = 145 Ibs
Tension/Anchor = 106 Ibs Va = 250 Ibs
Shear/Anchor = 17 Ibs interaction = 0.80 < 1 OKAY
Substrate = Hollow CMU
Anchor Type = Screw_Anchor Wall Sign to be mounted to using min (8) - 3/8"0
screw anchors with 1-3/4" min embedment, in pairs
Diameter = 3/8 �� at 48" max spacing. Refer to drawings for anchor
types at different wall substrates
TSA Sales Acknowledgment #: 88690
Page 2 of 2
� THOMAS
SIGN&AWNING COMPANY, INC.
,,+�',_ '"" �.�Y; �,)'�F�` -�.�` � a� ,�","'t� •^�$ a'i.�+ ,.d" *� ",w' Ras,r. ,�,r d
`�� P •+s xr"�''�".,. .,t� �"., .t;,¢ .i'� ,y.,;",�t'M•'f„��`^t.$ '��u �.�'�"�,��.'�"�;;'r
Wall Sign Calculations For:
Customer: C1 Bank
Site Address: 7435 Gall Blvd.
Zephyrhills, FL
Sign Description: 2'-8" Tall x 11'-6" Wide x 1'-0" Deep Wall
Sign at Storefront
Sheet Index: 1. Cover Sheet and Design Specifications
2. Sign Geometry, Wind Loads, & Wall Anchorage
Design Specifications
Calculations have been prepared in accordance with the 2010 Florida Building Code, ASCE
7-10, AISC 360-05, ACI 318-08, ADM 2010, 2005 NDS for Wood Construction, and 2008
APA Specifications
Ultimate Wind Speed, Vult = 140 mph
Nominal Wind Speed, Vasd = 108 mph
Risk Category = II
Exposure Category: B
`�d�►ii1111R/8��
Prepared by: �.•°��� �. s� '•,,
�� ��, .. , ;�- .,
,.,;.,„. , . � `4�`��,�•°�.q�t tUS�'�''��:
;tS�:
.; No 7,9� , r
..
a � �,: � •:t� =
"::. ��. :' ` ' =
= �L'
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. ... n.x� , ,,•y��' i ° ` • . �� i
TH�OMAS ` � � F :`��`
'���;;•G�� ��oP:\�.�.�..
SIfiN d,AVYNINO COMPANY,INC. Ij � �•°• . . �' ♦
Engineering Department °A�,�����,��E��,•�
4590 118th Avenue North
Clearwater, FL 337b2 Phillip P. Sayers
1-800-526-3325 FL P.E. #69795
Cert. of Authorization #29484 3/8/12
TSA Sales Acknowledgment #: 88690
Page 1 of 2
THOMAS
SIGN &AWNING COMPANY, INC.
s��� „ro �! ��,' ,�n... ° P �.8;���Y"a�a,^' � p� "�i � x 1'� <W � w'3'�m%6� rr ��9,�,„ .r, .i i �, �.b,. ,r.4o-
t„ a. ..s da x .�`^ c:. ..w 'd ,s� ;�° �q;�% , ,�° *���,:..�a�r� ,aW."� „�,rw�l,", :',k,'.,,,�=.�:�.� ,,�y,;p..
Sample Calculations
Geometry - Wall Sign qh = 0.00256*Kz*Kzt*kd*Vult�
Wall Sign Length = 11.5 ft p = qh * (GCp-GCpi)
Wall Sign Height = 2.67 ft T = 0.6*p*Sign Height*Sign Length
Wall Sign Depth = 1 ft V = 0.6*p*Sign Height*Sign Depth
Dist. to Top of Sign = 15 ft M = Force * Eccentricity
Wall Sign Weight = 4.08 psf (Ta/Tn) + (Va/Vn) <= 1.0
Location on Building = Wall
Zone = Edge
Wind Loads
Ultimate Wind Speed = 140 mph
Expsoure Factor = B
Risk Category = II
Kzt = 1.00 GCp = 1.40
Kz = 0.70 GCpi = 0.00
Kd = 0.85 (GCp-GCpi) = 1.40
Ah = 29•9 psf Pface = 41.8 psf
e��`�1111 1/���8'
Anchor Desi �l �,�,e\���� P' S�y��i'�
Tension Shear Moment �` `�"s �G E . �� �'
Load Source Ecc(in) :�' � � �.�'�' ��
(Ibs) (Ibs) (Ib-in) � � .. 15 �
� � � * `,Il� ��� ^
Wind Suction 0 770 0 0 ' '
Wind Shear 6.0 0 50 301 �' • ���
°.13T G`F '
Sign Weight 6.0 0 125 752 �.�,'�:°. =r P:'`�,�.:
TOTAL = 770 135 1053 �`��.��A�L•�:�:i�'����`�`
*r �t}i'�f�LE' ��`
''ftj����u��a��
No. of Anchors = 8 Ta = 145 Ibs
Tension/Anchor = 106 Ibs Va = 250 Ibs
Shear/Anchor = 17 Ibs Interaction = 0.80 < 1 OKAY
Substrate = Hollow CMU
Mchor Type = Screw_Anchor Wall Sign to be mounted to using min (8) - 3/8"0
Diameter — 3/8 in screw anchors with 1-3/4" min embedment, in pairs
at 48" max spacing. Refer to drawings for anchor
types at different wall substrates
TSA Sales Acknowledgment #: 88690
Page 2 of 2
THOMAS
SIGN &AWNING COMPANY, INC.
,.,. .. ,.:.. � .�, ,... , , . � .,. .. .
Monument Sign Calculations For:
Customer: C1 Bank
Site Address: 7435 Gall Bivd.
Zephyrhills, FL
Sign Description: Monument Sign - 11'-0" OAH with 9'-li"
Wide Cabinet with EMC
Sheet Index: 1. Cover Sheet and Design Specifications
2. Sign Geometry, Wind Loads, and Member and
Foundation Design
Design Specifications
Calculations have been prepared in accordance with the 2010 Florida Building Code, ASCE
7-10, AISC 360-05, and ACI 318-08
Ultimate Design Wind Speed, Vult = 140 mph
Nominal Design Wind Speed, Vasd = 108 mph
Exposure Category = B
Risk Category = i�
Soil Lateral Bearing Pressure = 150 psf/ft
,ae`,�ieMr�'�rb�rr
Prepared by: �•• �,��, P. ��4y•�.,
``�.�Q,Z,��:��c E N' . ic �,�
�?x»:�u:. c�.a �.�,....... .-s e�(Sy �i�
♦ . �
� ./'� °
:� •' � � fj�a
"��r�'� = '/� -
�; '.m, x � ��e
Ju?�::)�. . �`�. : '�� %•w �1 � 4J 1— �.°��./1
�,���a� ,w��f�
THOMAS ° ���- r�� �� -'
�� �a`�.,;. P"a n}�� r` O
310N 6 AWNINf3 COMPANY,INC. ��'yO=�i�'>�J'.•��•'`�'�;�,�
4590 118th AvenUe NOrth `��r,r' �'�'�=��- �.�'�
Clearwater, FL 33762 8�����a�a$���
Phillip P. Sayers
1-800-526-3325 FL P.E. #69795
Cert of Authorization #29484 3/8/12
TSA Sales Acknowledgment #: 88690
Page 1 of 2
THOMAS
SIGN &AWNING COMPANY, INC.
. , � . ..�,. ,. w, � ,
,N,• �amole Calculations:
qh=0.00256*Kz*Krt*IC�*Vult�
F=Qn*G*�r*A5
M = F*Zcentroid
� T = F*X�entroid
sr
�
Cabinet Pole
Width (ft) 9.92
Height(ft) 11.00 11.00
Depth (ft) 2.50
Z�„tr,,d (ft) 6.05 6.05
^oentroid ���
Weight(ib) 327 313
S.� Cf(A8c6) 1.47 1.47
e� P (psf) 36.0 36.0
CASE A Force (k) 3.34
CASE B Force (k) 3.34
l+--3'-0'0
Steel Design per ASCE 7-10 Load Combinations (Sec 2.3.2)
Member: HSS6.625X0.280
Pu = 0.8 k �p� = 77.4 k Combined Torsion, Shear,
Vu = 3.3 k �Vn = 59.0 k Flexure,and Axial Loads
Mu = 2Q.2 kft �Mn = 33.1 kft 0.69 < 1
Tu = 6.6 kft �Tn = 31.3 kft
Foundation Design (per IBC)
d=0.5*A*{1+[1+(4.36*h/A)]^(1/2)} with A=2.34*P/(S_1*b)
Diameter = 3.0 ft
h = 6.1 ft Provide HSSS6.625"0 x 0.280" round structural tube
P = 2.0 kips (A500, Grade B) or steel pipe 6"0 std.
S_1 = 600 psf Provide 3'-0"0 x 6'-0" deep auger-drilled concrete
b= 3.00 ft foundation (3000 psi minimum concrete compressive
A= 2.61 strength). Direct bury tube 5'-6" into foot����a��r
D = 5.65 ft ,`�<�.��P `S,q y���ii
`���\..�.•�G�jd' .�,�'��..
a, ♦
TSA Sales Acknowledgment #: 88690 ''� �� _/pj/�-� '
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Page 2 of 2 = � _
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