HomeMy WebLinkAbout17-18505 . � CITY OF ZEPHYRHILLS
, ; 5335-8TH STREET
(813)780-0020 18505
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 18505 Address: 6627 FORT KING RD
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: MONUMENT SIGN Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Biock: Section:
Square Feet: Subdivision: SUMMERSET
Est. Value: Parcel Number: 03-26-21-0010-03500-0000
Improv. Cost: 10,398.00 OWNER INFORMATION
Date Issued: 5/31/2017 Name: SUMMERSET APARTMENTS LIMITED PA
Total Fees: 135.00 Address: 3550 S TAMIAMI TRL STE 301
Amount Paid: 135.00 SARASOTA, FL. 34239-6014
Date Paid: 5/31/2017 Phone: (941)929-1270
Work Desc: INSTALL MONUMENT SIGN-SUMMERSET APT
CONTRACTOR S APPLICATION FEES
INTERNATIONAL GRAPHICS SIGN 135.00
�
.
Ins ections Re uired
FOOTER
ELECTRICAL ROUGH
FINAL
� �
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REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
' NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that
, may be found in the public records of this county, and there may be additional permits required from other governmental
' entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
J-
D T C SIG �7'UR PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII DSPt01007236 ITeC0.00.00
II��IIIIIIIIIIII4IIIII 05/31%2017 K. D. K. , Dpty Clerk
2017082449
Pertnil No. Parcel ID'No V�����'/J(_/�-�+L��(.S-`�(.,)�e7L�(/''� ��
� NOTICE OF COMMENCEM /;�., ,
Stale of �l�N�� County at ���
THE UNDERSIGNED hereby gives nolice Ihal fmprovement wili be made lo certain reai property,and in accordance with Chapter 713,Florida Sfafutes,
the(ollowing intormation is provided in this Nolice of Commencement:
1. Description of Properly� Parcel Identification No.
Streel Address: �� Ir
2. General Description of Improvemenl
3. Owner Infortnation or Lessee inform lian if 1 Les ee conlracted tor lhe improvemenl•
�i.L'M `�J� '-J
' �?�> �e�TC�,WIi t2lhss. �et.�.� ' �'L
Address Ciry State
Interest In Property:
Name o(Fee Simple Tilleholder. '
(I(dillerent from O�mer Iisted above) ,
Address /�i�� _- �/ _ _ � /�„� . City Slale
4. Conlracror:l.G XJ'(1 i-•�Ce �-Zl
�B�Namq A/_ 'l 2'L2�[� S : c-v/�(!!�L I
V�
Addrcss �1 �1 �f� C,�''7 City State I
CanlraGofs Telephone No.. L r}-/� Cv�'� C l�
5. Surety:
Name
Address City State
Amount ol8ond: S Telephone No.:
6. Lender.
Nama I
Address Cily State
� Lenders Telephone No.:
, 7 Persons wilhfn the Slate o(Florida designated by lhe owner upon whom nodces or olher documents may be served as provided by
Sedion 713.13(1)(a)�7),Floride Statulas:
Name
� !
Address City Stale
� Telephone Number of Designaled Person:
8. In addition lo himselt,lhe ovmer designates ol_
lo receive a copy of Ihe Lienors Notice as provided in Section 713.13(1)(b),Florida Stalutes.
Teiephone Number of Person or Entiry�esignated by Owner.
9. Expiretion date of Nolice of Commencemenl(lhe expiralion date may nal be before the wmpletion of wnslrucGon and final paymeN lo Ihe ,
canlraGor,bul will be nne year(rom Ihe date of recarding uniess a ditferenl date is spedfied):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 717, PART 1. SECTION 713.13, FLORIDA STATIlTES, ANO CAN
' RESULT IM YOUR PAYING 7lMCE fOR ItdPROVEMENTS TO YOUR PROPERTY: A NOTICE OF COMMENCEMENT MUST BE
�_-� RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
I W \, WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
�I o j Under penalty of perjury,I dedare Ihal I have reaU the loregoing notice af cammencement and thal the facts staled Iherein az e to Ihe best
� of my knowledge and beBel.
F' ��I
I a' S7ATE OF FLORIDA
�rr�� COUNTY OF PASCO �c�"�+.-.�_�
i9na ure o(Ovmer or ess e s 'ed
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OKcer/DirectodPaMed nager
i� �ae-li _�'"'�`:�;; JEFFREY GOLDBERG ,`'. �.a I a w.a..T Co�s c�-tie�-
��� i ;9;.�� MY COMMIS$ION i0�aQ001723 siy�'ory's TiUe/OKce� � �r�
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¢ b �� o�ryServlee. � lrype o�'Aa�ha{�ty� ice tr,vrustee.attor (acq for
om� (narne ot pa b half of m insWment was executed).
r p��' Personally Known �Produced Identi i wn❑ Nolary Signa
���� Type of Identificalion Produced Name(Print)
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wpdatalbcslnoticecom mencemen1�c053048
� 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 I
, Building Department
DateReceived �� � � 7_� �7�� ay
Phone Contact for Permittin (/ /
TITr
Owner's Name Yi��'1 ' , � C� Owner Phone Num6er � J�� ��
•-�'� t > r
Owner's Address , '�:�U � �� bwner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOBADDRESS �•T � LOT# �
SUBDIVISION PARCEL ID# (� "�c7(�i7C.1" �(�-�3.�(�,/"'��� P
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW cONSTR ADD/ALT � SIGN [� 0 DEMOLISH
INSTALL REPAIR
� PROPOSED USE � SFR COMM � OTHER
TYPE OFCONSTRUCTION 0 BLOCK Q FRAME � STEEL 0
' DESCRIPTION OF WORK ,/�,� G�UI�LC�✓ �9,� � Q� �
BUILDING SIZE S�FOOTAGE� HEIGHT �
T�iTTITTTTrTI"1"7�TI�TTTrrTT1"ITTTrT�TTTI"TTTrTTrTrT
OBUILDING $'1� �,`�+3_� VALUATION OF TOTAL CONSTRUCTION .,. S���1'
l cJ 1 l.5
� �ELECTRICAL $ AMPSERVICE Q PR�ES�ERGY Q W.R.E.C.
�PLUMBING $ � I�� �� . /
^ � t.�
' �MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � V /
(���11✓'" �`I .�
, �GAS Q ROOFING Q SPECIALTY 0 OTHER �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO /� /�� � /��r�
/v � l.
�P-��i--7-i��7-� ...r�i.�:�i..i-r'r:-:-:�7-F.:-i.-iS-�i�-Fi '-��-F��-�7-.i ��- �
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BUILDER �COMPANY P_Q„ L
SIGNATURE REGISTERED Y( N FEE CURRE� Y/N
Address ��l�S� fll • License# ���o��
ELECTRICIAN COMPANY �
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y I N FEE CURRE� Y 1 N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTEREO Y! N FEECURRE� Y/N
Address License tt
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 I 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1
� RESIDENTIAL Attach(2)Plot Plans;(2)sels of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construclion,
Minimum ten(10)working days after submittal date. Required onsite,Constructlon Plans,Slormwater Plans w!Siil Fence inslalled,
Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safery Page;(1)sel of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Slormwaler Plans w/Silt Fence inslalled,
Sanitary Facilities 8 1 dumpsler 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 conslruction.
+'.�-r.-.r..r�..-r...r�l.-�4.1-�F-L-4-L.4.F-4-L..��'.�--r.�4-i-F-•.�.--r�F.i-C�.-.-.-..3-4-F-1-�4-`.�.�.�I--FI-
� . . . . . . � . . . . . . . . . . . . . . .
Directions:
Fill out application complelely
Owner 8 Contractor sign back of application,notarized
If over$2500,a Notice of Comme�cement is required. (AIC upgredes over$7500)
" Agent(for the contractor)or Power of All�rney(for lhe owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/Footage)
Driveways-Not over Counler if on public roadways..needs ROW
, ' NOTICE OF D�D RESTRICTIONS: The undersigned understands that this permit may be sut�ect 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 Inspectbn 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 IMPACTAJTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construc6on Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agricutture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described documerit and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all worlc
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 cerfify that no work or installation has
commenced prior to issuance of a permit and that all work wili 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 responsibilityto identify what actions I must take to be in compfance. Such agencies includebut 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, WeUand 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 Protecfion Agency-Asbestosabatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- if the fill material is to be used in Flood Zone"A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the s�m wall.
- If fill material is to be used in any area, I certify that use of such fili 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 woric,
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
uniess the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases f�r ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FMANCING,CONSULT
WITH YOUR LENDEROR AN ATTORNEY BEFORE RECORDNG YOUR TICE OF MENCEMENT.
FLORIDA JURAT(F.S.W-.�
OWNER OR AGE�' � CONTRACTOR �
Subscribed an 'worn to�QL3ff rS )b fefe- �4hi Subscribed and sw rn (or a irme efore me this
bY �/6—(7 by <`'
Who is/are personally known r has/have produced Wh is/ re rson II kno n to me or haslhave ro uce
as identifcation. ���U�• as identification.
/'��
Notary Public l.N�-�'-""" Notary Public
Commission No. Commissi n "'r"''�.
o•
'�z' �'�:= Commission#FF 150422
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Name of Nolary typed,printed or stamped Name of Nota fi;?y �if �{� �
':FpF�Q:'� Bonded TAN Troy fein Ins:uence 000�385•7019
AFFIDAVIT FOR AUTHORIZATION
TO SECURE PERMITS AND INSTALL A SIGN ON PROPERTY
Date Z� 7.p1 .
City of Zephyrhills
5335 8th Street
Zephyrhills, FL 33542
To whom it may concern:
I �-�,� S�. ..�� ;
Owner/Agent of/for Summerset Apartments hereby property, authorize
Ui Son, Licensed Contractor (GC# - ES12000244) and Signs USA, Inc., permission to
obtain permit to install new signage located at:
Summerset Apartments
6627 Fort King Road
Zephyrhills, FL 33542
Signature
Phone Numbe `-1' 0�• � 0 2 � � � ��
The forgoing instrument was acknowledged before me this 1-Q day of
2017.
B who is personally known to me or has a
;,��� r��.�1��4�@�i�i�i ation; and who did take the oath�:- � �
;� �': MY COMMISSION p GG001723
.,,�,���.� , EXPIRES June 13,2020
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ClienC saie5 ReP: oace: Signature Required To Proceed.Please Fax Approval To:813-901-933 : � , o a' I
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SignPackage JH CoreConstruction_Monument_ � Rev)se&Resubmff THESPECSOURIN��P� Ph 813-901-9333 Fax 813-901-9334 �?� '
Artwork 31880 Permit wwwsignsusalnc.com ��
General O Design is in accordance with the requirements of the Fla Bldg Code Sth Ed(2014)for use within&outside the High Velocity Hurricane Zone(HVHZ). 0 Thls engineering certifies only the structurel integrity of those systems,components,and/or other construction explicitly j
Notes: spetified herein.0 Electrical notes,de[ails,&specificatlons are provlded by and arethe sole responslbility ofthe electrlcal contractot No electrical revlew has been performed and no certifitation of such is Intended.O Aluminum extrusions shall be 6063 T6,unless noted otherwise. �
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DESIGN C/�LCULATIONS
' FOR
SIJNIMER�ET/��'ARTMENTS
FREEST/�NDING SIGNS ,
6627 For�t Kings Hwy—Zephyrhills
GENERAL NOTES:
1. Design is in accordance with the Florida Building Code 5th Edition(2014)
for use within and outside the High Velocity Hurricane Zone(HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-10 as
shown herein,except where noted otherwise. -
3. These engineering calculations pertain only to the structural integrity of Index•
those systems, components,and/or other construction explicitly pg i . Cover
specified herein and/or in accompanying engineering drawings. The
existing host structure(if any)is assumed to be in good condition, Pg Z wind Loads
capable of supporting the loaded system,subject to building department Pg 3 Footing Design
approval. No warranty,either expressed or implied,is contained herein. Pg 4 Primary Support(s)
4. System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein.
,ae4ue0eerrror.
, 5. Where site conditions deviate from those noted herein,revisions may be Engi�,e�s��g�i t��af�s� eal valid
required or a separate site-specific engineering evaluation performed. e``fp� `�c°yf�,hls� ..
:��a-.� cc •.<' .
6. Aluminum components in contact with steel or embedded in concrete ���• `e��
shall be protected as prescribed in the 2010 Aluminum Design Manual, ��• ��� � r
Part 1-A. Steel components in contact with,but not encased in,concrete � �a a* �
shall be coated,painted,or otherwise protected against corrosion. = �� �/�� =
0 ��A� �� •\( �
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7. Engineer seal affixed hereto validates structural design as shown only. ���•,€� ar 17 , A��:
Use of this specification by contractor,et.AI,indemnifies and saves ChrSSt a'�+° Ry'� i 9��#67382
harmless this engineer for all costs&damages including legal fees& °'s,.����- ��`
at1PIIatP fPPC rociiltina fmm rla�iiatinn frnm thic rlacian EaSY SeAI�9et�toto'�� uth#31124
1200 N Federal Hwy,#200
Boca Raton,FL 33432 ��5�Sea�.COm Page 1
�-~ ���, ���� C/�LCULi�TIOn15 FOR FREEST/�NDING SIGfVS
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� ASCE 7-10 Design Wind Load�
EREESTANDIIVG SOLID SIGNS AND VUALLS (AT GRADE)
�.�_____._-.- - _._._,.�..__� -------.
Buildeng Specs
V= 130 mph Basic wind speed Risk Category 1 Structure
Exposure C ASD Load Combo Coeff: 0.6
Calculations
.�_ _.� ._,��----.�:�
a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor
zg= 900' Nominal ht.of atmos.boundary layer Kzt= 1.0 Topographic factor
G= 0.85
Cf= 1.55 Force Coefficient
...Width/Height ratio >_0.5
130 rnph - Exp "C"
Monuments a4 grade
W/Ht Ratio<_0.5
DESIGN
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SIGN WIND �
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HEIGHT PRESSURES � qZ
15 ft ± 24.7 psf 0.85 18.7
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 21.7
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
50 ft + 31.8 psf 1.09 24.1
55 ft + 32.4 psf 1.12 24.6
60 ft ± 33.0 psf 1.14 25.1
70 ft + 34.1 psf 1.17 25.9
80 ft + 35.1 psf 1.21 26.6
90 ft + 36.0 psf 1.24 27.3
100 ft + 36.8 psf 1.27 27.9
110 ft + 37.5 psf 1.29 28.5
120 ft ± 38.2 psf 1.32 29.0
130 ft ± 38.9 psf 1.34 29.5
140 ft ± 39.5 psf 1.36 30.0 i
150 ft + 40.1 psf 1.38 30.4 _ �
175 ft + 41.4 psf 1.42 31.4
200 ft + 42.6 psf 1.46 32.3
250 ft ± 44.6 psf 1.53 33.9
Page 2
• � ��� ���� C�LCULi�TIONS FOR FREESTi�NDING SIGNS
'�� � �sysea�5.wm
� Foo�ing Design for Freestanding Signs and Flagpole�
Structure Dimensfions & �oa¢ling
Design wind pressure: P= 24.7 psf �
Overturning Safety Factor: f2= 1.5 ...FBc sao�.2.3 �
Sign area 1: A1= 16.0 sq ft ...tributary area 1 for each footer(e.g.sign)
Height of applied force above grade: h1= 5.0 ft ...height of area 1 centroid
Sign area 2: A2 = 4.5 sq ft ...tributary area 2 for each footer(e.g.post)
Height of applied force above grade: h2 = 1.5 ft ...height of area 2 centroid
Overturroirag ti�oment: Mn = P*(A1*h1+A2*h2)
Mn= 2.1 kip-ft
Sq/Rect Footing dimensions: B= 2.58 ft L= 2.58 ft
Footing depth: d = 2.5 ft Soil cover: ds= 0 ft
Superstructure weight: Dr= 200 Ib
Soil cover weight: Ds= 0 Ib ...=100pcf*B*L*ds
Footing weight: Df= 2496 Ib ...=150pcf*B*L*d
Total weight: D= 2696 Ib ...=Dr+Ds+Df
Soal Strength ...FBcrpb�es�so6.z,1819.6
Soil class: 4.Sand,silty sand,silty gravel�
Lateral bearing strength: Plat= 1`50 psf/ft
Vertical bearing strength: Pbrg= 2000 psf
Check Vertical Soil Bearing Pressures
e= 0.79 ft ..._(P)*(A�*hs+az*hz)/� ... > B/6
qtoe= 2*D/[3*L*(B/2-e)) ...reaction belowfooterattoe
qtoe= 1405 psf qtoe< Pbrg OIC
Resisting moment due to Dead Load: Mv= D*B/2
Mv= 3.5 kip-ft
Total Resisting 1�loment: Mtot= Mv/�2
Mtot= 2.3 kip-ft Mtot>Mn OK
Page 3
� ..o. '
• �`� ���� ���►� Ci�LCUL/�TIONS FOR FREEST�MDING SIGNS
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• Hollovv Str�ctur�l ��pe in [3endeng
Allowable Stress Design per 2010 AISC Spec for Structural Steel Buildings
Material Properti�s
Yield Stress,A53 Grd B Steel: Fy= 35 ksi Safety Factor= 1.67 PerSection 63.4
Modulus of Elasticity: E= 29000 ksi
Member Properties ANSI 3" Schedule 40 steel pipe
Nominal size: 3" diam - Sch 40
Outside Diameter d= 3.5 in Moment of Inertia: Ix= 3.0 in4
Wall Thickness t= 0.216 in Section Modulus: S= 1.72 in3
' Deflection Limit: Defl = L/80
Design wind pressure: P= 24.7 psf
Sign area 1: A1= 16.0 sq ft ...tributary area 1 for each post(e.g.sign)
Eccentricity of applied force: e1= 5.0 ft ...distance to area 1 centroid
Sign area 2: A2= 4.5 Sq ft ...tributary area 2 for each post(e.g.post)
Eccentricity of applied force: e2= 1.5 ft ...distance to area 2 centroid
(1):Yielding Lirv�it State
Mn = Fy*S Allowable Moment: Mallow= Mn/1.67
Mn = 60.3 kip-in Mallow= 36.1 kip-in
Check lelllember Bending
Moment in member: Mmax= P*(A1*e1+A2*e2)
Mmax= 25.7 kip-in Mmax < Mallow ... OK
Check 9Vlember Deflectio�:
Allowable Deflection: �aiioW= 0.75 in �/so
Deflection in member: �max= P*(A1*e1^3+A2*e2^3)/(3*E*I)
�max= 0.33 in Omax < �allow ... OK
Page 4
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