HomeMy WebLinkAbout13-14126 CITY OF ZEPHYRHILLS
. 5335-8TH STREET `
�ais)�so-oo20 1�'I 26
BUILDING PERMIT
Permit Number: 14126 Address: 39048 CARDINAL AVE
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: EASY ACRES
Est. Value: Parcel Number: 13-26-21-0100-00000-0200
Improv. Cost: 4,170.00
Date Issued: 4/26/2013 Name: BUCHANAN LENZY& SHELBY
Total Fees: 90.00 Address: 39048 CARDINAL AVE
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542
Date Paid: 4/26/2013 Phone: 813-782-9034
Work Desc: REROOF METAL
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TAPE JOI TS OF IN�
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)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� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and 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 with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
a� �-/ •
CONTRACTOR SIGNATURE 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 Appiication Fax-813-780-0021
Building Department
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Date Received Phona Contact for Permfttin p�3 �� `� __ �,S ,3 7
Owner's Name sj'l j� Owner Phone Number D� -� z - �3
Owner's Address �S�oZ�c �o�-.tir� Owner Phone Number g�,3'-7� es 9�
Fee Simple Titleholder Name �- Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS c�O�F� � - LOT# ��
SUBDIVISION �- � PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR� ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK
BUILDING SIZE SQ FOOTAGE C� HEIGHT
OBUILDING $ � r-j� (g,,0 VALUATION OF TOTAL CONSTRUCTION
6
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
0 �`�\!/(� �
PLUMBING $
MECHANICAL $ VALUATI t �� �'"
� ON OF MECHANICAL INSTALLATION �/ G����
� ��
QGAS Q ROOFING Q SPECIALTY � OTHER ��
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � �
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# -�
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �-
PLUMBER COMPANY
31GNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y! N FEE CURRE� Y I N
Address License#
OTHER `� � COMPANY
SIGNATURE REGISTERED Y! N FEE CURRE� Y/N
Address .3� � License# Ce C -Q��? T��-- I
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)worlcing days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Fadlitles 8 1 dumpster;Site Work 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 construction.
Minimum ten(10)working days after submittal date. Requfred onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for ali new proJects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
'"""PROPERTY SURVEY requtred for all NEW construcUon.
Directions:
Fill out application completely.
Owner 8 Contractor sign back of application,notarfzed
If over 52500,a Notice of Commencement Is required. (A!C upgrades over 57500)
'" Agent(for the contractor)or Power of Attomey(for the owner)would be sameone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Onty)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/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 �esponsibility for compliance with any
appiicable 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 unce�tain 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
coniractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES 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 fu�ther understood that Transportation impact Fees and Resource Recovery Fees must be paid prior 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 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'SIOWNER'S AFFIDAVIT: I ce�tify 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 regufating
construciion, 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 Watervvays.
- Department of Health 8� Rehabilitative Services/Environmental Heatth Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Fede�al Aviation Authority-Runways.
I understand that the fotlowing 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 Iots 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 spec�cally 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 pe�mit 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 conside�ed 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 FINANCING, CONSUL7
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEM NT.
FLORIDA JURAT(F.S. 117 03) � �
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or afflrmed)before me thls S4 s bed and swom to(or aflirmed)before me this
by �2/3 bY
Who islare personally known to me or has/have produced Who Islare personally knovm to me or haslhave produced
as identlficatlon. as identification.
Notary Public 4� Notary Public
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Commission No. o issi z �`
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Name of Notary typed,printed or stamped Name of N � ���oaesaoie
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner: � ��(i }�l
Date Received: �-����
s�te: ��� `� f� �—�'�/�a� �--
Permit Type: 1 , � ° �'
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This commen sheet shall be ept with the permit and/or plans.
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Kalvin Swit r s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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ParcellDNo �3'"Z�� Z�'Q�O�-Op00�`-�ZOO
Permit No.
NOTICE OF COMMENCEMENT
��nJ,�.Y,� counry or �" A
State ot
II THE UNDERSIGNED hereby gives notke thal improvemenl wIN be made to urtaln roal propeAy,and in accoMance wilh Chapta��3,Fbrida StaWtes,
the fallowing lnformation fs provided In Wa NoUce of Cartxnencement: ✓O O ?�
� Desalplfon oi Properly: Parcet Identiflcetlon No. �' ' 7O
� Street Address:
Z. Generoi Deseripdon ot Impravemerri
I 3, Owner Info or L aee Infg�ation if the Lessee contrected for the improvement:
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g�a`� ��=--�_ ��� � s`3gasvl
Address
Interest in Property:
Name of Fee Sknple Titleholder•
(If differeM from Owner listed above)
��ry State
Address p
a. Conhector: � ,(� II.J'_ 6��
....., Nune M2- k�L City Sjt�SLj
Address k',��r,l���r�
Contraclors Tekphone No.• Y�
5. Surery:
Name
, ��ry State
Addresa Telephone No..
Amount of Bond: S
8. Lender: _
Name
City State 4 *
Address /
Lenders Telephone No.. �j�`�`f�-f���.r,*
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7 Persons within lhe State oi Florida designated by the owner upon whom noUces w other documenls may be served as provided by `r�/ �H��`
SeGlon 713.13(�;(a)(7),Florida Slatutes: �
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Name ;°��� f .j ti1T� `9
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��ry State ^ ,� u
Address �:((•�L� � j ����'� '�
Telephone Number of Designaled Persan: � � �:
ot_ 1'� ��:�.
8, In addition to himself,the owner designates ���+��• .� �
to receive a copY of lhe Uenofs Notice as provided in Secdon 713.13(t)(b),Fbrida Stelutes. .(�r.�`.��.- r ,
v` _"".a� St
Teleptwne Number oi Penon or EnUry Deafgnated by Owner: � '«
g, E�irelion date of Notice of Commencement phe expiretlon date may not be be(ore the completion o1 conslrucdon and final payma»�e lhe W Y
eontradw,but wi�l be one year from lhe date of record�ng unless a diNerenl dele is speci8ed): U
WARNING TO 01MAER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT (A W � � w w
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 773.13, FLORIDA STATUTES, AND CAN �
RECORDED AND POSTED ON TFIEEJOB SITE BE�FOREETHE FI ST NSPECT I�ON.R F YOU IN�END TO OBTAIN FNNANCING,CONSULT � Z V� F- O r.
W I T H Y O U R L E N D E R O R A N A T T O R N E Y BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT a �G _ Q �y Q. a
Untler penaly ot perjury.l dedare that I have read the faregdng notkx of commencemant and that the facta atated t►iercin are Vue to the best � W� �.-_._ � a WQ
ot my knowladge and belie(. � � _ � J �
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STATE OF FLORIDA n��ee�v /s LL- � U U
COUNTY OF PASCO ���� Signature of Ovmer a L�sa�e,o�Ov�er's or Lessee's A u t horize d Z = �O 1.i o�
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7�e foregofng InstnxneM was aGviowled9ed before me this�day of ,Z��bY r�u�o�` 9 � �� enomey���ect�fo� � � W� � z O J
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(n e o/a on be1�aH of whom s ume t was exowted). LL U O O �\�
Produced Identiflcation❑ Notary Signa re
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Repl:1614256 IT!00.00 � �F... � Q� a. 00
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, 04/22/13 E. Mun�+la. DP Y _ --
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04/22/13 �0�0�� 1PG�f2601
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Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. Tuff Rib Roof Punel over 15/32"Plywood
Florida Product Approvai # 11651.22 R1
Florida Building Code 2010
Per Rule 9N-3
Method:1-D
Category:Roofing
Subcategory:Metal Roofing ' ' , , �
Compliance Method:9N-3.005(1)(d)
NON HVHZ
Product Manufacturer:
GULF COAST SUPPLY&MANUFACTURING,LLC.
4020 S.W.449`h Street
Horseshoe Beach,Florida 32648
En¢ineer Evaluator: �! "°'� '` �� -�
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Terrence E.Wolfe,P.E.#44923 `;•;y'�r' r-�r: °��-a -� .� � � � �
Florida Evaluation ANE ID:1920
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Validator: �
Locke Bowden,P.E.,FL#49704
9450 Alysbury Place
Montgomery,AL 36117
Contents:
Evaluation Report Pages 1—4
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FL# 11651.22 R1
February 22, 2012
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Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2010,Sections 1504.3.2.
Product Description: Tuff Rib, %" Rib Roof Panel, Min. 26 Ga. Steel, 36" Wide, through fastened roof
panel over 15/32"Plywood decking.Non-Structural Application.
Panel Material/Standards: Material: Minimum 26 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2010 Section 1507.4.3. Paint finish optional
Yield Strength: Min.80.0 ksi
Corrosion Resistance:Panel Material shall comply with Florida Building Code
2010,Section 1507 43.
Panel Dimension�s): Thickness: 0.0185"min.
Width: 36"
Rib Height: '/<"major rib at 9"O.C.
Panel Rollformer• MRS Metal Rollforming Systems
Panel Fastener: #9-15 x 1-1/2"HWH Woodgrip with sealing washing or approved equal
'/<"minimum penetration through plywood
Corrosion Resistance•Per Florida Building Code 2010,Section 1506.6, 1507.4.4
Substrate Description: Min 15/32"thick,APA Rated plywood over supports at maximum 24"O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation Must be designed in accordance w/Florida Building Code 2010.
Design Uplift Pressures:
Table"A"
Maximum Total Uplift Design Pressure: 69.25 psf 15915 psf
Fastener Pattern: 9��_9��_9��_9�� 6.5"-2.5"-6.5"-2.5"-
6.5"-2.5"-6.5"
FastenerSpacing: 24"O.C. 12"O.C.
*Design Pressure includes a Safety Factor=2.0.
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FL# 11651.22 Rl February 22, 2012
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Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2010,Section 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2010,as relates to Rule 9N-3.
Performance Standards: The product described herein has demonstrated compliance with
■ UL 580-06-Test for Uplift Resistance of Roof Assemblies
■ UL 1897-04-Uplift Test for Roof Covering Systems
Reference Data: 1. UL 580-94/1897-98 Uplift Test
Force Engineering&Testing,Inc.(FBC Organization#TST-5328)
Report No.117-0062T-07A,B,Dated 02/19/2007
2. Certificate of Independence
By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc.
(FBC Organization#ANE ID•1920)
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.005(3)for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010,including Section
1507 4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12,lap sealant must be used in the panel side laps.
Installation: Install per manufacturer's recommended details.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section
1507 4.5.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
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FL#11651.22 R]
February 22, 2012
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Design Procedure• Based on the dimensions of the structure,appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2010 for roof cladding
wind loads.These component wind loads for roof cladding are compared to the
allowable pressure listed above.The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support framing must be in compliance with Florida Building Code 2010
Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading.
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SUPPLY & MANUFACTURfNG
Gulf Coast Supply & Mfg, LLC.
4020 SW 449"' St.
Horseshoe Beach, FL 32648
PH: (352) 498-0778
FX: (352) 498-7852
www.GulfCoastSupply.com
To Whom It May Concern:
Gulf Coast Supply& Mfg., LLC. approves the installation of Tuff-Rib�roofing
panels on roof pitches as low as 1/12, providing the following criteria is met:
- Butyl tape or a '/4"bead of Solar Seal� caulk must be applied to all panel laps
- Lap screws must be spaced no more than 2' O.C. along panel laps
- All recommended accessories must be used (such as closures under trims,
etc.)
Panels installed in this manner are fully covered by Gulf Coast's warranty. Installation is
in compliance with Florida Building Code 2009, section R905.10.2. For all other
installation details, refer to Gulf Coast's detail manual.
Jonathan Sherrill, General Manager
� ��
■t
SUPPLY & MANUFACTURING
and guide to Gulf Coast roducts
p
:�^ _
Tuff-Ri . .
b Roofin and Sid�
g � , ng
Panels & Accessar
Mes
4020 SW 449th St • Horseshoe Beach, FL 32648
(352) 498-0778 • Toil Free (888) 393-0335 • FAX (352) 498-7g52
www.gulfcaastsupply,com
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� �ulf�c��st .� :� .��a:� ��� ��������t,�r�n
_ s .. ._�,�`:�.:_,:f.����,����
The GR-2 Rake and Corner can be used as a . _ - - ��; =
gable trim or a corner for metal-sided buildings. �_, „ .- - - -;.�-tR;`:.:.-,a��`:
As an alternative the smaller EF-1 or the GR-1 �� � � �-� t`����' `��4 `
, � � � `` ��;r: ,.T,��?�{ f .� �,
both on 11 can also used as ablerakes and the � ' �u:�;;�`j��_�� `" r�=��
( P• ) g , �,;.��" `".
� :::.
PC-5(below)or the GR-1 as corners. x � ` `� � �
-}�:<
Customizing rakes or corners is often necessary � , , � � , �,
due to their landing on a panel rib. Both the GR-2 � , .� . ,'�3i, ��
and the IS-2 can be ordered as custom trim items � � ,
by specifying custom dimensions "a" or"b". Be - ;
sure to take into account the 3/a""head space"when � . ` �
figuring custom dimensions. � , ° ': _°
� t� ��
', �
. � �
B
�e--s=�I ,�.
� ,R. . The PC-5 flat corner h� �
� �panel� works best on smalier Figure 17 When used as cornertrim,the GR-2 straddles the ribs
s" ;r,' r "'`�=�'� structures, and where of the pan�ls where they meet at the corner of the building. The
..��:�_:l Tuff-Rib outside corner also serves as a gable rake(see below).
� P' the paneis are running The inside corner (IS-2) has similar dimensions but with a
utside horizontaliy. it can be
;'�.l Irl�losure sealed with outside reverse middle bend.
I� PC-5 closures.
�.
- - ..__---���._��_��:.Y � GR-2 Gable Rake
�_ ..�.. �.:.V:� .�- -
� .��r -.� _ - -
�� _;�,.;,.,.
;: �.,��� �- =p���
y� ��._ .
_�'��?�F ;3yf`'{ ,
:�, ,
�%:��: 6��
- ' F.�
-�" _-- - ';- _ `� �a--4 sis�,
..Y.\}��]�'�:[:� - ^rl
I
. 3/11 �
��,.. .
:��
'��::. 4 sis„
�a� y;��:�,;�.�
:��,�;�
� ' _.-'r:�•.b ,..
',.d i""aT'.?;�;•
r?+.,
G R-2 b '
�
�
b IS-2
�
Figure 18 When used as a gabie rake,the GR-2 runs parallel to the ribs of �--a—►(
the roof panel, and is attached with screws running through the ribs of
upright siding. As with the EF-1 residential rake, the roof side:can be
sealed with butyl sealant. ,
(352) 498-0778 • Toll Free (888) 393-0335 • FAX (352) 498-7852
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� Gulf Coast 'I�ff-Rib° Roafing Panels
Fastening�chedule for Various Wind Speeds—minimum 2:1�roof pitch
Wind Speed Zone �
110 MPH 120 MPH i30 MPH y40 MPH
Roof Fastener Fastener Size Attaching fo: On Center On Center On Center On Center
Zone Type Spacing Spacing Spacing Spacing
- ;;i��; o� `ri' _ '-�:; _ - - :�,- _ ,:.;�r;� r��,�,; _ �E� -
_,�,��� � P: ,;s;:: _ `� ,�f %32:,;r ,-,� 'rr,�r °yk'.:_=:. I�;:y:�4...:#.,:.�,� 'li::;.,°
s. �r , Vy' ._I��...; ya,':"�,:;: .� ,t�;:.i`,trk° 3�:a. �' F� ., . .
:�.. *� :.�t Q��;,;�x:#9��.5,x,7..r�; _ ,;v..:�:_:;-:�r_.;. k �.r� �`,�.a :k,.:��,�;,;,;.,:'.
�, ��.5�";. :ryi: 4F'� 4. tit�r. ��}
:=:�;,x�;���n"t � A - `�R��"� ..��►.,�,.�=�: -_ .��:�;:=��;�,. M�:�=;����e��>�:=�:,,-t�;�'.V�?e..f.�.��
_., �. .
., � ...:. .: . ,:..,.-.: . . .
Woodgrip� min. 15/32 " - " " ��*
Zone 2 WoodZac� #9-15 x 1'/z p�yWOOd Type 1 Type 1 Type 1 Type 2
'���,.� •,r �y.�M1R'.t�,i� . . ' ,..��.,r .�.rF, - ,n•r.,y ',fl' i ,.�
ifd�r�,. rip _>7.;: .��.` -�'"" ;�- ,i�;,,� �,�;y,;_; �.;r,��,. i + �: €" �,,
A y �'-1` h�:'t 3�����+,} .+�,,,y ;s=;,, yr*��>:` ., ir .;v..
o .� ..._� .� �� = , .�,._��,.�. ;��:� :���y- :�.; �;. '-�� �_
�� � J. ��`'>: ��'i il�iix,y g'. v�y�`md' �l"��,�'rY�:.a
=,�w.�',''"�i�`�`�'���..':';Y r�.rw�.:,?��...�. �':/:�' . . �'-y`S'' „��� �''Y��(�'�1�.
,,'�`z"�'ss�...:t';Kl:QO BC:, __ ��O'�(�y�i':: u Q�4�,!.'�:$..�{.::'^3 r �,� � ',�'��; �.�M �`;�`,�:'
,,.,:��:: .::,.� -.�= :�'�._ �'.._.
`for 1 x4 puriins, all spacing is 24"
Fastener pattern Fastener pattern
Type 1 Fastener patterns Type 1 and Type
2 are shown at left, row spacings are
Type 2 shown in the table above,and roof
zones are displayed on left below.
Figure 7shows a simple iliustration of
. Zone 2 -►I a �- the patterns. Note that fastener pattern
Eave a Type 2 is required at top,boitom,and
..................... ......................... ........... � end laps of each panel,as well as in
additional areas according to which
• roof zone the fasteners fail in.
� Each"zone"of the roof has its own
' " a screw requirements. Dimension a is
_�________________Ridge--------------�- �- definedasl0%oftheminimumwidth
' : of the building,or 40%of the mean
. ......... .................... .... ..... ........ .. ... ..........
height of the roof, whichever is
Zone 1 Gab(e smaller;however, a cannot be less
than either 4%of the minimum width
.,,. ........................................................ of fhe building,or 3 feet.
Eave � Ridge
Zone 3 r �d'
4
� nter �
�Spa�n f V
:�
�
Figure 7 Screws should be placed on both sides of#he ribs at both eave and ridge, Eave
and on the overlap side of any panel laps.
(352) 498-0778 � To(I Free (888) 393-0335 � FAX (352} 498-7852
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�all�y - �
Instail paneLs 4 to 6"
�, . �
from diverter -
. • •=�-�=;
_�_ �?'�,�'�,>.,..,_..� I p�e1 .. • - - ..,�`� _ .:��; _ . . `. ..,H. _
`==�� �„ ' , '•.S'.. .�t•'y;'•��':�R' ' y.�;�'j-�-f.
�I 'S.Q.'y'�c•,�,.:
�� W.��..
�� `-� 9���----� - `r�;'�'"��,:.: -,�"'.�i.,- .::
y�":.' H 3, •;�nzg-i
�'.� ' ', °�� - `�rp� ° � r`'
y . . °�i�l:;sta'� ib. ��c'h..
;.�'Ui` -��'�:a :�i.':Yi4��y� - ''9 ���'�.
� .��';�.:'�,y �51:,•" ',siti;y�°��J;Y.c.:k;-fi "''
:yp.; •;�_ � t�..r,^ r;.e:, '"t;,'�:�i
PV-1 style �. _ ,:: M ,",�r :::,=. ''
„�.�v".:..��l��:Y�.S4'
a ���` . . � t���,��:�,.,.
•�o� �� µ :^�i.�h�-x�'}� �sy y �.
`' :.•`� � ,�
tii� , "�a �
� � ' _ , ��'�����. F:
PV 2 sryle :�f�1:y:. ' .cC- , , �;
. . , :. 'h•��i`:�3�n�k� ra"�'ii�,$'� ����!
'.'r;k:� �'�`?.; �e t§-`"x! xj�'.;
Two basic styles of valley are available. s���'"�'�_ �';'� €�,'`
;✓;J`:�;,°r... 3CF.a aaha�'������}.<fl%�.
For custom valleys, specify dimension "a" Figure 15 Pre-formed valleys use a diverter to pGeventwater
from rushing under panels on the opposite side, while
meanvuhile channeling water off the roof. Expanding foam
closures are often used to assure a good seal.
Gulf Coast 'T�.iff-Rib° Sidin
�
� -' � . �- GR-2�Rake &c
�:k. Corner�p. 13
,'�'? 3, •r' �� `„�
.,�::;-::t �
} x:�.�.
�. a '-�v.r; ,�' _
��� .`;..; ���It �� �t, �� _ ":x - t.
� ;1 •Y ;�- , {•� `:;"}, ..
��'t'.��. ,')}'�''�:Si�Jx I,4 '�
Drip Ca - . �
"`� � �" �-
a k r t ��.j'.��.`4i
- ;i,� , 'r . M'�v -"���'
;;�. � �,ti :-::� .x�;.; Sliding -
'y,sc�2' r�'�jyl...
- _'l.:t'
,`� '
L`'
l, �Q�r
.r4�,Y.�'_ _
�,y�y ^�:f 4'.. -
�:���1-r � ,} .:f.�"�;{P:....J �si F.'
��or
ut�er
J-Cha�►el t�
_ ,;(�:�4) • ,,,�..�,::- ; :.:T ; ;.�-;.
� ' -' rY! �i.b`:•+Y' � (" . .y"�j.. t x.�Y
- `��.'�' e Drip —�:;��'� r�
. ,
(p. 14) ;;. �
, :..,- :
Figure 16 Common trims associated with Tuff-rib roofing panels
(352) 498-a778 � Toii Free (888} 3�93-0335 • FAX (352) 498-7852
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�ulf���s� - - ....���- ��� ������� � ����
;F 4.e � �
� ,. ._... ...._,..,<_...,..,��.�r�.r.a::.._;vz�*ssc�:as'a•,as��a+rsvtze
i
Y� ',�•. -- ��'r:.
- .:o";..�•, . '":t:'�``r.;��', ` ,' t;
�i .r. :': • •;i. `a: .��w`.'! ,��' '�r:= �
%��, � _ ' -,..,'�;:, r«
>-%��" � , -_ `<��;. . = �;,,= End-wall flashing is apptied where the upward
�,�F '%"/ "F ���'1.�;>`.�••'�•. 1 �
'� P'� " �� _���° k. ����, , , slo e of a roof ineets a wall. The wall side of
-::";�. �'_• . � - p
- - ; �fis:=� � the flashing can be covered with siding or
`'�°:`.<:-y y � � 'a � ` ' counter-flashing, and outside closures are
- •�`�' � ���- - necessary to seal
� � � ' ` ` caulk(Solar Sea!°
� �'�� ' between the
�,,�-;;���:;1 ,:ti p � ' recommended)
-���- ' r - �` ' �caulk edge(order EW-1L7 flashing and the
r' : .`,s+::'� %. , .._ _ .: �'=r .�,.�>"
:�`,,€ :,y,,r'�'r` _=;, `,,�� �,, � . '.:,. _ (used if endwall not panel.Roof slope
.�� : �.��r,,s�� ,'� -,, .,. �;�,., � -'`� . �
;„�.� ��•�. �-r, ,.. �,�:�;,'' covered by siding) s h o u 1 d b e
t�;,�. �: - " .�.:>. � �.M
,yl.,�.. �v},' Z!.y�-(�'-•�i'�al.-'+:
,�.�"'�'�` _ } �a�: ; �" "•` ;�'"h � mentioned if roof
� - ,:�;•:�. �•�:fc'�-i::=�;�. ��-,
' .,Y' �4"y;•' �.a
`•{^� _<.. r2.�.4�_.« +{o'• :,5.`�.',:,'.. � l
,r-,:,' ;>�� ;'"•;,. � •-'� �� exceeds 5/12
:�.;:.� - �<'c} ��':>�-`� " �==k�"� �'
�� a .<: '<- :���4�:.,. ,�,�.,;;, s:,±- , . , `'�J,,��; pitch.
_ if_�f:. .f_.., ���" ' - r�i�'� '��,-Sn.
Figure 11 As~^with �the ridge cap, the ENDWALL . �=��'
'�=r.�;,ry,:,.
a3::..
FLASHING above is sealed usin outside closures. '�'y:.�sz.''���" \
g ;>>: ;t,�.;�,�:. : an�1�
_ i, t•
fi "�VV-'i Stepped �
Use EW-Z hemmed endwall when comering endwalls with sidewall � b Endwall EW-2 Hemmed
flashing,such as with dormers or chimneys. b Endwall
For custom end-walls, specify roof pitch and dimensions"a"and"b". ,� ��a� � a a=4�/z"
� � b-3��
. . - . ,�� ,; ,y; .:� y;. - �;;;.r�, ',i:e" , : ;�,;,,
� ransitlon Flashln _ j.. ,:�. ...�A;_ ,�:,.,,.�:,,�:..
T :,.�::��,. �;;_ �.. ��:e:;... . ...�,�,
g �' . �,:_ �.�.�;:.:_ � . ��.:
.,r''3, •. "<' ,�,,, _ .,,i�,...
,'� F�'. �;�`{'- "' 4:'!`::�..•:�;,c�'_.",:,:�i,z:
x c �r' �.`�Yt �to�iS;�.�' :�:.L':<:��"_t:i�j�
� .�},e ,� •.!z:��..',"� jZJR ;sA�.,:Sr;,•`' ';'r?�'. ��'
The TRAN.SITION FLASHING prevents .Y�<:ti= =';�- � `-�`��": �`':`'�"'`M`�'us"`� �::�"'��''
:�->� r --r--.
_ ..•w s 'r, hy�:�.'Y" 'h��'�. .
' ,�. .. . �- �;j�....,,
`13^ y;_;,' �� .;�,t.«u� .;�r's:;'i-
r'' n,;�
leakage at t3ae point where two different roof - ,;���� �h-�r� ';;�;-"�,�=F``�:��- .;;�,;<.��: -,;�
, q.�;,.;"; ,,. ``�..'...+,:a;.:;:�':x'`" •,�.;=. ' '`, .
pitches meet. It must be sealed on the lower �� �;;�.:,�:r-- ~����.�`` ���' ��x`�'�` -�
{.fX'�'3.•:.ai�;,�<•• .�' /��r. 'n<<�.;'�'�. � .ti�
qt
side with outside closures,and can be sealed �;;:� �:_=:�•� �=L��' �"`'�`'
��
�i� �...,.
:,=,,,,' .l��r• ,:�=.
.�;,..,;,
A
:�
anels with ins
ide
,F
xL'',
underneath the u er ���
,,4,.
PP P ��,. �,�:.
_}a
'a,.. :i.;;x.
�
closures. The similar GAMBREL .�� . }. :.� �� x;�`�;�,.�. �•�
�',�a'''.'t '�t� ��3� ,.`:�'F:y�r..y�'. d V :i�;i .
FLASHING is used where the lower pitch is ..�.. �� ���,�,�,,: ��`• . �• X: Y�
:} � •.�� �� � << ��'i'y � �s�,
tee er than the u er. ':�`��� �'�,.�; � f s,�'' L �=�'�:< � ''�; ��°:
S P pP �x�� .y ,.t��+�x �::k�::�:`.,,.
�� " T%� y`-'.-s:<.' �,.r;;y°.a;.. �1, .,�'•,.q�`,s'k-
N.9::_..`-�� .,Ti.�`. %'ki' ���'
:"•'}�4..
t. ^"<: "i,""
1�� 1��t�r:��ija�;�r. :,+�Y3�r'"h`�^-• `•;!'45rv�f.+tf;�, G���
6�I :'�':�.` �;y � hni*�r?<,x::�":;(!'�-C' ,,.,.. '^,..• - '�
1�'� �i��;- � ';'i ,I %`t�i�'A� '�"
TF-1 Transition Flashing �,.� :,�,,,R�,��;��;.''�5:'�'�'.:;: �,+ j e� � �
�' sA' :�. '� �':':: ��� r�. .d-ir 4'y'r.t- � t 3y�,•
% ��s"a:5',;l`'..' �• l;,' �",,,I��� � a�����
closure 61��� . .;;;�4;.�:` ,�`i:��:o?��,�r��' .;•
� Z ��^ ' 3 �. ,
-�:��t,'-^'V "t'•:�t+"��
.��1�yy. �4�y� .,Y�'� :.�..
� •... - ',i'�`���•••i:�.�eM'��s i� :,¢;,,
.:c.: - a�1i.-y�r.� ' ,
� �w ,� b�4 ��'�'� S -
._.. ... ::_. ;. ,. . . �.; ,_..
-�}
I�---a—'�/ Figure 12 The transition flashing , ''��'�
(above) and the GF-1 gambrel '
flashing ('right) provide a ��°�:.��
continuous draina e �;::�
where two '`�`
For custom transition flashing specify the pitches 9 -
of the two roof slopes and,if necessary,dimensions slope5 meet. Both seal With ��'
"a"and"b". outside closures on the Iowerside.
(352) 498-0778 • Toil Free (888} 3�3-0335 • FAX (352) 498-7852
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.� _. _ .._,..d.:�:k:=:4:�iiu+#
' ;--�xe.� '" _"' � '..___ _.'7`....�.'"_',:' •-� .�
` _ _ _...� =�'_y�_ _ ` �--�- �� �r �5�:
• „ .. . _:.
-_ < . ..-_. '.:
�..w-.
- — :=�:.�"— i �,�.
�---.:,"=r -- — _
,�;_.
'-_''- • ��:\\`�'``�r:.
�'.'.'�w' ^:-1:i3.i5.;' -..�'+ : L .. .��'\K �`•
/
The Ridge�ap is used to seal the po�nt at = =��������"°���=�-`" -�`��
� �.: �:��
- • �....
which two upward slopes meet. This can - ���_�::��;�;�= - =� 'y� _
�'it H .
be both along the ridge of the roof as well - ''"�'�K;;2. :;�;;''�`�' - � ��`°�"° -
as a covering far a hip. Either woodgrip _3; I� �V�� �5� ' �'`_ '''
t=,4, ..� �" f'; .. �:': ��:
„t y�'1$f' ''��;, _ .� • :�Ti.. .
:a:,f. _ '�:.,p.
or self-drilling lap TEK screws are �'� 'i4��t�::��� .;- ��..�;'. �"`'�w=.e. _
applied through the ribs of the metal. ';r��� "%` ��. �fi"� ''.� ���'°- `��r:M�
:gaa.r^.;�r +;�!,fpV. .,,,ij.s::,� ".,?"'�_':` :_
s�.:y�;. ��cy: . ,.;_1 . 4x;.:-��'.;...
Since debris, insects, and blow g _ `�-���:�� .•_;-:'�.��:.,_ "�'�'�• '����'�; `
lIl .z,�. �_;r•, ' ?r:..''
'��°i!�i�;, ,e;:�it;.r�i�:,, ���=#+:.."`�<�..
rain can find easy access under the ridge � .�:k.�:��.».:•:.;����;, �;��.-.��
ca closures are re uired -�'"�``T�"�z;'''�""'�'' ��-�"
, to either
P q '���=�,. `� �,:����;'��:�:�;�-.
completely or partially seal the opening. ��~�"`�� ��i``��`-' a"�''��A�
�,;;>`,,, :�,'?_.:.�
. , ,-SF..,c�,. , :6�.. :.•�•,:�_
Closures under ridge caps come in 3 " ' ```�•'�'�`� � ��'�,.
.... ,...:,,"-`s ,�. ._. �':. `:
;._<<,.,%''=i:•::,,,��r:_-: ' • ..,,t.,,, _`..
types: solid,vented,and hip tape. Figure 9 Ridge cap showing outside ciosure(left)and profile vent
5olid closures ("Outside Closures") are (right).
the same width as the panels. They lock together in a row placed directly �
under the screws that attach the ridge cap, and form a solid, water-tight, � �
air-tight barrier. r
Profile Vent�comes in 50 foot rolls, is 3 inches wide, and forms a water-
retardant, insect resistant barrier that allows hot air to escape from the _
attic,and is superior to many more elahorate and expensive vent systems. '�=';�;
Any Iength may be ordered. �.',.,�_
Hip closure tape(Peel And Seal�)is a sticky, adhesive-backed metallic tape
that seals the hip roof. It is 6 inches wide�and comes in 331/z foot rotls.
Because it must be confQrmed to the rise and fall of the panel r�dges,
approximately 10% extra may be needed beyond the length of the hip �
being covered. -
' Figure f0 Pipe Boots provide a
Outslde 6„� Profile Vent� Water-tight seal around roof
venfs and come in a variety of
Closure or Versa-Vent� sizes. ThEy seal with caulk and
� .,�.,, _°;�.���: � conform to the shape of the
.M1r-;x=s�,
panel ribs.
, ;n
a�::.''.... _
� '" �.�`Lap or 2'h"Woodgrip�� " ,
screw required ,
RC-2 Standard 12-inch Ridge Caps !
are strong,economical and adequate for most of your roofing needs
a�
6 � �
� RC-2 sty[e over-sized ridge caps
are available with I8-inch coverage,or as a cusrom trim
RC-1 style 12-inch Ridge Caps item in total widths(2 times"a")of 14-, 16-,18-,20-,
are also available in custom widths 2�-,and 24inch
(352} 498-0778 • Toll Free (888) 393-0335 • FAX (352) 498-7852
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"�' -s ° $ 3„ :�.:;�K.;� '��,:.�k.,�:. ;�.
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Custom trirr►—specify a custom � -'sf��:�,,r�, ���'��'�_
�'t.//�• /�, �., _._..!
length for a or b. ''— '�'�` ...-:''� ,
Standard dimensions — a=3 � �ew o EP-I able trim ascia board removed
j�T 3" � Figure 13 Gable flashing is used to trim the edge of the
roofing�panel at the gable end of the roof, it should match
GR-1 st�e �a� the eave drip that extends along the drip edge of the roof. If
Custom trim—specify a custom � the par�el is allowed to hang over the gabie end,eave drip
length for a or b. b can be used instead. Butyl tape between the trim and
Standard dimensions — a=2�'s" � panel e�iminates leaks.
b -2�'s�� �
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�� ���� S�de=wall Flashing
, •'':�';: '':� ,
. � ''44wxµ��,; ,���
;��'A<,4;�;: � ;�.�'� _
`�'�` caulk(SofarS
;��t�` R�;����**ss.:�-. ! ._ =:� � ea�recommended)
A�:}�yR � ,5".C+
' '� �caulk edge(order SW-1G7
••:�;�;' .;;�:'
:����� s:;�; (used if sidewali not
_� �:,`,�' covered by siding)
:��'�
.,'���Y �3��
�-��f �r Butyl ta�e
- . 3/4" �
a.:,;�:,��;` ' ,�,.' ; . ` -,. : '�;,
.'�;-:y.Y. .e� ,�i�• t• .� ��'���'�'
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:�a>'i�>� n;, `,�r:^;.;�,,j�'`�-. ..,. . _..- .��•� �
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.:+1'i':�,'".,' �-u'�' :6.��d Si[l¢I.V. "> ..'��f-. 5 TY
Figure 14 Sidewall flashing is applied when the side of the ,'�'"'�• �. . `
SW-1 =. '' �,.��.:,,�,,r��.-;:�•���.�:"`_
roof butts up against an adjacent wall. The wall-side of the �'~=��``���"�`'����`"``�-';}�'' ��
�_.._:� _�.��, ._,�:,�..,' D
flashing can either be covered over with siding or sealed Custom trim—speci�y a custom
with caulk (order SW-iC). Butyl tape shouid be applied ' length for a or b. 1 ��i
where the"fooY'of the flashing attaches to the roof. S taridard dimensions — a=3" —
b_3,�
(352) 498-0778 • Toll Free (888� 393;0335 • FAX (352) 498-7852
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�ry .. ; ..,;,....., �.�. �, FHA Style ED-3 Style 2�8��
- ��_` ��
- - ..�n:� �•� _ , _ ���:�,_- �u�:. .,�,,�. Eave drip
:xr���� ::Y.:;qS�:f�.:;_::j.':-_,�;.:�t ;�::_ � Eave dnp
� �:.�'=::�,y..', •~�;'§s' .''...i.t,S.,�..; _• :,
,;' ��*>iy,},�-. ..'``ia': ::�::K.«. !:ih .. ,, _:�
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7/16'
! �--b—w �
� For custom eave drip,specify the
Em�e dri.p witJi fascia and in.side clasure Eave drlp a
� amount of the eave that will be
Figure 8 Eave drip and fascia give a finished look al�ong the drip covered(dimension"a"), and, for
eave of the house, as well as providing protection for the � steeper roofs,specify pitch , If
materials they cover.The eave drip should completely coverthe Fasc(a a fascia is desired, be sure that the
top edge of the fascia. Inside c(osures,which seal off the open � dimension you order wilI be
ribs of the panels,are optional. —►� b k— hidden by the eave drip.
� Suminary �f'�tock r�rin�s and�lashings
item s ecial order in ormatior�
Ridge�caps(RG-2) -, s�ecify�itch_if iess than 3f�2 or greater than 6/12. Also available in
' • . l�rger widths.Closures recon�i�:iended, - .
Eave drip(FHA,ED-3) 2 cammon styles. FHA styte is pre-pitched for 3/12 to 6/12 roofs. For
appearance or ease of applicatioit, order by either specific pitcti or as
gable trim (90°).
Gable ffashizig's �tesideiitia�(EF-1);large(�R-2), anclsrnaIl (GR,-1)z�akes available. Use
' , .. butyi_seal'arit,bet�veen rake arid,';panel,
Valleys(PV 1) specify pitch if greater than 7/Z2. Seal with universal foam closure
material.Open-hemmed valleys(PV-2) aid water-tightness.
Sidewall�(SyV`-1) Use butyl sealant betv�veen sidewal[flashirig and panel.
Endwall (EW-1) Specify pitch if greater than 5/12.Seal with outside cIosures.
Transit'ion flashing Specifypitclies of botlt'roofs. Se�l Iower slope us�ng:ou�ide closures and,
�� if desired,inside.closures"an up�er='"slope. � ' ' .-- _
(352) 498-0778 • Toit Free (888) 393-0335 � FAX (352� 498-7852
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consu(ting enc�ineers
hAr. Dustin Baker October ?4, 201;
Guif Caasf supply & Manufacturin�f, LL.C.
40�0 S.bV. 449�'St.
Horseshne Beach, Florida 3264�
Dear Dustin,
The purpose o�E this corr�:spandence is to address requested sup�lemenfal defail change for
prflduct appmval FL11651 and associated gable edge flashfng. in our best engine�ring
.(udgment the attached detali shewing ED-3 style eave fiashing at rake edga with maximum
panei overhang af 2" ancl #9 fek scri�ws from panel to raaf er�ge complies tivi� said product
approval design wind nre�.sures a��d a.asa�iated Florida 8uilding code requirements.
We trust this corresponde� Qdetquately addrssses the request�d detail c�ange, ff yoU have
any questians in r�ga��tb��j�lc�ddt��pandence, please feel fr�e ta c��ntact me dlr�ctly_
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