HomeMy WebLinkAbout14-15306 .��'°
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CITY OF ZEPHYRHILLS ,.�"
� 5335-8TH STREET . ,„r•'"
(si3)�so-oozo �,5306
BUILDING PERMIT ,�
PERMIT INFORMATION LOCATION INFORMATION ` �
Permit Number: 15306/15304 Address: 7631 GALL BLVD
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: WALL SIGN Township: Range: Book:
Proposed Use: COMMERCIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 34-25-21-0110-00000-0010
Improv. Cost: 2,000.00 OWNER INFORMATION
Date Issued: 5/29/2014 Name: SUPER WAL-MART
Total Fees: 127.50 Address: 7631 GALL BLVD
Amount Paid: ' 127.50 ZEPHYRHILLS, FL. 33542
Date Paid: 5/29/2014 Phone: (479)204-1063
Work Desc: REPLACE OLD SIGN W/ NEW WALL SIGN ILLUMINATED FOR SQ 188.12
CONTRACTOR S APPLICATION FEES
FLORIDA SIGN COMPANY SIGN 67.50 ELECTRICAL FEE 60.00
FLORIDA SIGN COMPANY
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Ins ections Re uired
FOOTER
ELECTRICAL ROUGH
FINAL
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when e�ctra 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 f) 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 pertormed in accordance v+rith
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
O R T PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
�
�' � 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
DateReceived PhoneContactforPermitting 913 236 3459
Owner's Name Walmart Non-Real Estate Businesa Trust OwnerPhoneNumber 479-204-1063
Owner'sAddress Z001 SE lOth St., Bentonville, AR 72716 OwnerPhoneNumber
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7631 Gall Blvd., Zephyrhills, FL 33541 LOT# �
SUBDIVISION PARCELID# 34-25-21-0110-0000 0-0 010
(OBTAINED FROM PROPERN TAX NOTICE)
WORK PROPOSED e NEW coNS7R e ADDlALT 0 SIGN x0 Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
Remove non-illuminated wall signs, replace with new. Illuminated Walmart*
DESCRIPTION OF WORK
BUILDING SIZE z05,831 SQ FOOTAGE 188.12 HEIGHT unchanged
Ox BUILDING $ 2,000.00 VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
OGAS Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
n
� 0�� r �`�
BUILDER , COMPANY � Yn
SIGNATURE REGISTERED Y/ N FEE CU EN Y/N
Address License#
ELECTRICIAN ' ���� COMPANY ` .�� GL.- �]J I� ��
SIGNATURE � REGISTERED Y/ N FEECURREN' Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY BRR Architecture, Inc.
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address 6700 Antioch #300, Merriam, KS 66204 License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllllllllllllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-0-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-0-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for alI NEW construction.
Directions:
Fill out application completely.
, Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMIT77NG (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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�` � 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—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
TRANSPORTATIOtd IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
, receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
I 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 & Rehabilitative Senrices/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- 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.
WARNING TO OWPIER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU D OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO DING YOU NOTIC F COMMENCEMENT.
, FLORIDA JUR.4T'(F.S.117.03)
OWNER OR AGENT C_J�V�_�Y�-A� CONT TOR
II SubS�q�? -and swom to or affirmed)before me t s ,�,^ 'b d m t o r fore e Y�i i
___��by L.`�C��il��. '.Li�� (�[ �
� •, Who i are personally�cn wn tb me or has/have�pr uced o islar ersonall know o me or has/have prod d
,.:�� - ;�,�;"9�'r�r,,/ as identificatia�p� as identification.
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'-�L'� �-� '� J Nar��bf Nota e nnt d or sta ed Name o a ed, nnte r s am ed pRY PU
:�,=, � •�` ��tYP � �Y tYP P P =o� 8�.� JOY M.GIlMORE
��'i - `,�� ,� (jSLy�_ I �' ']�� (�.; � * MY COMMISSION#EE 137432
��'>, �•.,, � �' EXPIRES:February 12,2016
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FLOR/DA SIGNCOMPANY b
May 20, 2014
City of Zephyrhills
Department of Permitting
Re: Wa(mart located at 7631 Gall Blvd
, To Whom 1 t May Concern,
P(ease let this (etter serve as my outhorization for LD�.�yo(J t/�/� to submit or pick up
permits or sign any documents necessary to obtain sign permits for the obove.
Sincer
e
Florida Sign Co. Inc
1101 29th Ave W
Bradenton, FL 34205
941-747-1000
941-746-5689 (Fax)
941-238-7915 (cell)
Sworn and subscribed before me this��day of�'��20�
by Charles Ogle who is personally known
OtP0.Y PVB�i JOY M.GILMORE
2 ;"••, n
Notary Nam ��, * MYCOMMISSION#EE137432
EXPIRES:February 12,2016
Nr��OF F���\oe Banded Thru Budgel Notary Services
1101 29THAVE. W. BRADENTON,FL. 34205 PH.(941)747-1000/FAX(941)746-5689
VISIT OUR WEBSITEAT FLORIDASIGN.COM
"From Conception to Completion"
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2014085783 I
' NOTI���F GOIVIII�IEI�tCEMLNT �
Rcpt:1606159 Rec: 10.00 I
Pennit No. DS: 0.00 IT: 0.00
bb�� 05/29/14 K. Kraengel , Dpty Clerk �
Tax Folio No. � �� (�)/� ��.��� ' �
THE LTNDERSIGNED hereby gives notice that impmvements will be made to certain r�al property,and in accordance with Section
7 I 3.l3 of tlie Flarida Statutes,the following information is provided in fhis NOTICF:OF CQ��NCENIENT.
I:Description of properiy(legaf deseriptio�t): ✓hr �� �G�. � J���
' a)Street{joh)Address: � 1/
2.General description�of iinpravements: ���C(,.�� �/ CYI1/,�- _
3.OwnerinfoimationWa mart Non-REBT, Division 40 NON-REBT Properties '2001 S.E. 10t Street,
a)Name and address: Bentonville, AR. 72712
b)Name anrl address of fee simple titleho(der(if other than�wner)
c}Interest in property '
=�.Coiitractor InfQrmatioii �,/,,
a)I�Iame and.address: �b{�(�C�.SlRi'l r� 'c�f'lG ��D� ��� �'r,(��.l� ��/��Yl� �i✓��26�
_
b)Telephone No.; ACf/ 7 L(7 �(AQ D Fax No.(Opt.)
S.Surery Inforniation ,
a)Name and address: PRULR S 0 NEIL,Ph D PRSCO CLERK a COMPTROLLER �I
b}Amount of Bon.d: � 05/29/14 12:38 m 1 of 1
c)TelephoneNo:: FaxNo:(Opt.) OR BK ���� PG 2��3 I
6_Lender � "
a)Name and address: . ,
Phorie No.
7.Identity.nf person wi.ihin the Stftte of rlarida designated by owner upon whom notices or other documents m1y be served:
1}Name 1nd address;.
b)Telephone No.: � Pax No.(Opt.)
8.In addition LU himseIf,o��ier designates the following person to racei��e a copy of the Lienor's Natice as provided i.n Section
7 I3.13(1)(b),Florida Stalutes:
a)Name and address:
b)TeTephone No.: Fax No.(Opt.)
9.Expira�ion.date ofNotice of Cammencement(the expiration date is one year from ttie dafe of recording unless�different date
is specified): :
WAE2NTNG TO OWN�R: ANY PAYMEIVT'S MADE BY�1'HE(OWNFR A�TER THEEXPIRATTON�F TAE NOTICE OF
C011'IMENC�M�NT ARE CONSIDEIt�D IMPROP�R PAYM�NTS:UNDER CHf1PTER 713,PART I,SECTION 713:13,
�'�,Oli:[DA STATLTTI�S,AND CA.l�i ItESUZ,T IN Y(3UR PAYING TWICE FOR IMPROVEMENTS TO YOITR°PROP�RTY.
A NOTICE OF CONIMCNC�MENT MUST BE REC()ItllED AND.POS'I'Ell O�1^1 TIFiE JQB S��'E BEFORE THE FTRST
iN$PECTIOP+T: IF YOU INTEND`TO OBTA9N�INANCING,C�NSULT YOUR LENDER OR AN AT°TO.RNEY BEFORE
COMM�NCING'VVORK OR 12ECaRDING�'�UR NOTICE�F COMII�ENCEMENT.
STATF,OFFLORIDA
CpUN'Cl'OF PINELLAS 1 O.
' Signatur f�wner or 0 i's Authorized UfttcedDirector/YactnedManager
, Wal art Non-.REBT by Cody Coberly �
• Print Name
Tlie foregoing instrument���as acknowledged before nle this�day of /Uv✓e.w�_,20�,tiy
Cody Coberly as Trustee (type of auftiority,e.g.officer,trustee, -
attorney in fact}for WalmaY't Non-REBT (name of partj�an beha[f of whom i�strument was executed).
�Personally Known�OR Produced Identification Notary Signalure ���
Type of identifccation Produced Name(print)JTe�,..., �. �a„�t� ��
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i
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�� e ° ,�� TNlS IS TO CERTI�Ff�;�� �OU�T�r
, ��,�,� TRUE/?N1J TiiA7' r;-!E r RC G����
� � ,. � �. ,,°� ON FILC �CO��RECT COPy OIf�1G tS q
: � , � �� utnr �h 0�PUBLlC ��THE DOCUMENT
� ' Jn�o , �t.� .o � NESS I�'Y FtAIVD RECORD t!J 1',�{!S
��; ' � ,� � A!vD C���. ,, OFFICE
� - �?-�t + P—�—��A Y O F ��(� ��,IAL b F A I TI-IIS
,�',= , � S. 'NEIL, LERK 2.�(�
�
�'�,�", a�',���, � �Y CaMPTROLLE
��, �, • �
`�.������� � zr DEPUTY CLERK
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Save money.live better.
����� � 1300 SE 8th St,�d0545
Sentooville,AR.72716-0545
Phone: (479)204-0715
Fax: 478-273-1961
� I � I ����
�.t�r� � i �i
� Cady Caberly,Rroject Mana�er
Date: 11-15-2013
To Whom It May Concern;
I hereby authorize: Charles Ogle
Florida Si n CO. INC
9
1101 29th Ave W
Bradenton, FL 34205
941-747-1000
to act as the agent on our behalf for sign permits,variance and sign installation at the below
address: Walmart Store#706
' 7631 Gall Blvd �
Zephyrhills,FL 33541
Sincerely, ,
Walmart Non-REBT LP, roperty Owner y Cody Coberly
Property Owner Name: Division 40 NON-REBT Properties
Property Owner Address: 2001 S.E. lOth Street
Bentonville, AR. 72712
Property Owner Phone: (479) 273-4000
State of: Arkansas
County of: Benton
Subscribed and sworn to before me this� day of /vove•r+�� 2013
Notary Public L/.��. ��cu,� J�firey R.Davis
;� Not�ry Public,BeM�on County,Aricansa�
My Commission Expires c/�c.�.�hr,r ��/, ao��1 �12374Z65
• Expires December 14,2019
. , c`� i �`��
�S . ' ` C�P�
`"S r. 'y',
` � '
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �/C/e �'Z�i�7`C����c�
Date Received: �— ��'/�
Site: �(�.3� �!¢�� /"ul��
Permit Type: _���1��.� Ct,l2��SP`!%?'�.S
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
i
I
This comment sheet shall be kept with the permit and/or plans.
.
a�?�" . ��R 1 7 2014
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
1. SIGN INSTALLER AND MANUFACTURER RESPONSIBILITIES:By using this generic sign
10-24 SS THREADED ROD STUDS attachment engineering the owner,manufacturer,and installer accept responsibility to: CERTIFICATION:To best of my knowledge,
codify EMBEDDED IN 3/8"x 2"HOLES ta'- 1:z. a. Design sign faces,letters,cabinets,raceways,and attachment brackets according to I rtify this analysis meets structural
WITH ADHESIVE m x•.11" N sign code,building code,and UL requirements of:
Q o 0 2 s 3�" b. Verify site conditions match stated wind speed,risk,exposure and topo factors
a O c. Select approved attachment detail,conforming to this generic attachment engineering,by
2010 FIO Ida E3ulldl g Code
ec h
r verifying existing wall;which is not the responsibility of this engineer.In fact materials and
SOLID STRUCTURAL J k( 11! ( .r 1 construction of existing wall is not known at the time of this seal;for this reason various
WALL MATERIAL NJJ attachment options for various wall construction types are specified. LIMITATION:Valid for only one sign,at
10-24 SS THREADED specified location.In case of conflict,
ROD STUDS 2. ENGINEER'S SCOPE OF WORK:This design establishes minimum structural requirements for structural requirements,scope of work,and
ATTACHED TO i -3 i a a 5" attachment of generic signs to wall based on stated(not verified)wind&gravity loads. mfg,owner responsibilities control.
a.Size,solid area&weight of generic signs is limited as specified in the generic outline drawing.
installer,
BACK OF SIGN(BY b.This design is based on C&C wind loads as er ASCE 7-10 sec.29.4.2 which state that the THIS SEAL FOR STRUCTURAL ONLY
MANUFACTURER) p
SIGN LETTER(BY 4 o = design wind pressure on a solid sign attached to the wall of a building,where sign is parallel MARK DISOSWAY, PE
( 7 and in contact with the wall,shall be determined using wind pressures for walls per Ch.30
MANUFACTURER) Cti 1� V // �(
FL 53915
STUDS EMBEDDED / ^����
s
IN 3/8"x 2"HOLES 3. WIND DESIGN DATA: t
WITH ADHESIVE �, 12 s 22-a7.'8' a. Basic Wind Speed,V=150 MPH(3 second gust,33ft,Exp.C). •`
ifb. Risk Category II,(MRI=700 yr.) ) �r
c. Wind Directonality Factor,Kd=.85,(attached signs)
d. Wind Exposure=C,(owner&sign installer must verify)
�1 r e. Topographic Factor=1.0,(owner&sign installer must verify)
f. Gust-Effect Factor,G=.85,(rigid structure) `�•*
g. Internal Pressure Coefficient,Cpi N/A, r f +p�- (per ASCE 7-10 sec.29.4.2) � ` �E ' •'~''��'s
10-24 SS THREADED a off,`,
4. WIND LOADS FOR COMPONENTS AND CLADDING(determined using ASCE 7-10,Ch.30
ROD THRU WALL a. Sign Height=30 ft max )
+`„e Jew . "•` •t.\�t�
b. ASCE 7-10:Fig.30.5-1,Components and Cladding-Method 1
Zone=5,Effective wind area=10 ft2,Exposure=C Tuesday, February 18, 2014
CONCRETE Net Design Pressure(Pnet) p 1.40 le=-76 p OR CMU sf
Factored Wind Pressure=Pnet x.6(Allowable Stress Design)=-46 psf
10-24 SS THREADEDFlorida
ROD STUDS
ATTACHED TO 5. Referenced Code Requirements,ASTM specifications,ACI-318 for reinforced Sign Company
BACK OF SIGN(BY concrete,American Welding Society Code for Welding in Building Construction,
MANUFACTURER) AISC Specification for Design,Fabrication,and Erection of Structural Steel for
SIGN LETTER(BY
Buildings.
MANUFACTURER) 6. Wall material specs for attachment only: Walmart #706
WASHER ON (Building design and structure is by others.)
BACK OF WALL a. CMU shall be 8"ASTM C90 with fasteners in 1.25"face shell. Wall Sign Engineering
b. Wood framing shall be 2x4 SPF,0.42 s.g.w/fasteners in mid 1/2"of 1.5"edge.
c. Cold Formed Steel Framing shall be.033",36ksi with fasteners in flange.
d. Wood Structural Sheathing shall be 7/16"OSB or plywood.
WOOD OR e. Concrete shall be 3000 psi min compressive strength.
STEEL FRAME SIGN MUST COVER LESS THAN LOCATION OF SIGN:
7. Contractor shall verify all wall materials and construction,dimensions,and
10-24 SS THREADED 30%OF 39"x 39"GROSS AREA conditions in the field before erection and notify the engineer of any discrepancies. Zephyrhills, FL
ROD STUDS OR USE DOUBLE REQUIRED
ATTACHED TO NUMBER OF FASTENERS.
BACK OF SIGN(BY FASTENERS:(all allowable loads are per allowable stress design)
MANUFACTURER) 8. Mark Disosway P.E.
SIGN LETTER(BY 50 Ibs per fastener x 3= 150 Ibs/46/.3= 10.8 ft2 =39"x 39"max gross area a. The sign installer is to select an exterior grade weather resistant adhesive. P.O.Box 868
MANUFACTURER) An example of one possible selection would be: Lake City, Florida 32056
Liquid Nails,LN-950 or LN-933 polyurethane construction adhesive. Phone: (386)754-5419
2x4 BACKER FASTENER WALL ALLOWABLE TOTAL b. Drill 3/8"x 2"hole into solid structural wall material.Blow or brush hole clean
IF REQUIRED CONSTRUCTION LOAD LB enough to provide a clean surface for adhesive to bond Fax: (386)269-4871
(LB) REQUIRED (follow manufacturer's instructions). Email:
FASTENERS c. Fill hole with adhesive.Coat stud with adhesive.Press letter against wall and engineer@mysignengineering.com
STRUCTURAL 10-24 SS STUDS stud into adhesive filled hole.Hold firmly in place until adhesive is cured to full
(SEE TABLE) 10-24 SS THREADED SOLID STRUCTURAL 50 LBWeb Site:
SHEATHING X ROD STUDS WALL MATERIAL (TEST REQUIRED) FASTENERS IMPORTANT T strength.
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Q PER d. -TEST CONNECTION STRENGTH-Adhesive test data shows y g engineering.com
1 ROD SS THREADED EMBEDDED IN LETTER MIN. good bond and shear strength for most materials but does not have code
STUDS 3/8"x 2"HOLES (ONE IN EACH approval for structural applications.Therefore the sign installer must do a PRINTED DATE:
ATTACHED TO ro W/ADHESIVE CORNER) connection strength test prior to delivering the sign to owner.Pull on the letter to
BACK OF SIGN(BY SIGN FACE&FRAMES OR(1)FASTENER exert a withdrawal force of 100 lb per required fastener and maintain pullout force Tuesday,February 18,2014
MANUFACTURER) DESIGNED BY OTHERS 10-24 SS THREADED CMU/BRICK 100 LB PER 2 FT2 OF GROSS for 1 minute minimum.Example:A letter requiring 4 mounting studs has test force
SIGN LETTER(BY MOUNTED TO WALL ROD THRU WALL CONCRETE (NO TEST REQUIRED'; LETTER AREA of 100 lbs x 4 studs=400 lb total test load.A typical test fixture can be made DRAWN BY: CHECKED BY:
MANUFACTURER) SHEATHING with a tripod,scale,and harness with hooks behind the letter.
STUD WI SHEATHING e. Allowable tension load=50 Ib;test required. Evan Beamsley Mark Disosway P.E.
WASHER ON STUD W/2X4 BACKER f. Do not use adhesive on acrylic materials like EIFS or polyethylene or
BACK OF
SHEATHING 4"MAX( polypropylene;there is no adhesive strength. FINALS DATE: LAST REVISED:
Do not use this method with low density wall materials such as Styrofoam.
DEPTH VARIES 2014-02-18
10-24 SS threaded rod thru wall-Alternate attachment method for all wall types:
a. Install nut and 1/2"washer on back side of wall sheathing or back of wall.Use a JOB NUMBER:
2"washer or blocking if sheathing is gypsum board.Use 1x4 pt blocking across
NOTE: MAXIMUM WEIGHT OF studs on back of wall if there is no structural surface for the washer to bear on. 140098 SIGN IS 5 LB PER SQ FT Use longer threaded rod or couplings for thicker walls.
b. Allowable tension load=100 lb;no test required. DRAWING NUMBER
TYP. FASTENER TYPICAL SIGN SECTION
ATTACHMENT&WALL TYPE NOT TO SCALE
OPTS C'1