HomeMy WebLinkAbout12-13665 CITY OF ZEPHYRHILLS
5335-8TH STREET
, • �si3)�so-oo20 13665
BUILDING PERMIT
Permit Number: 13665 Address: 6125 9TH ST
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: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0160-00200-0090
Improv. Cost: 4,565.00
Date Issued: 12/05/2012 Name: FRENCH, ROBERT& RUTH
Total Fees: 90.00 Address: 6125 9TH ST
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542
Date Paid: 12/05/2012 Phone: (813)788-2734
Work Desc: REROOF METAL
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TAPE JOINTS ROOF I SP
FINAL " �� Z'"
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 reoording 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.
� / � i
� CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF / / / / BUILDINa
tEPHYRHIL�S DEPARTMENT
OF ADDITION OR CORRECTION
� • • - •
ADDRESS TE PER,MIT�,
� �L� ✓` S� t2 2ylz 36 b�S
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shcll be mode before the job
will be accepted.
��'Z v� A-t�'�� b �,1�5 c� C� � �Sr���S
A-i��2- 't`��T D�i2 14n1 f� t,�tN-��
It is unlawful tor any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any paR of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION
or other material,until the proper inspector has had ample time to approve
the instauation. INSPECTOR �'�?�•31L�»v'"
OFFICE HOURS 7 30AM-4 30 PM MON-FRI /)
PROPOSAL P��e# of pages
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ProposalSubn�te�Toc�' y_y; JobName Job#
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Address {-�„ Job Location
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"- - � Date Date of Plans
Phone# _ Fax#
Architect
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We hereby submit specifications and estimates�or,- -- - - ---s,';, -_---_-- -+---- �_`'4 -.-. _! -_ 4� ? _���� - -� ` ' -._ ` —
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We propose hereby to,furnish material and]abor-comp�ete in accqcdance with the abov�`specifications for the sum of• <��'��=;�' �
j � t ' � F'i /7�..lr
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Dollars
�vith payments to be made as follows. ' ' �' `'�- - � ° =
Any alteration ur deviation from above specitications involving extra cost�will Respectf,uNlly submitted.
be executed only upon written order,and will become an extra charge over and •-,
abuve the estimate All agreements contingent upon strihes,accidentti.or delays � � " - �'--
beyond our control
Note-this proposal may be withdrawn by us if not accepted�vithin ��ys
ACCEPTANCE OF PROPOSAL
The above pricel, specifications and conditions are satisfactory and are
hereby accepted. You are authorized to do the work as specitied. Payments Signature
will be made as oudined above
Date of Acceptance: Signature
A-NC3819/T-3850
� �
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner: �,
Date Received: ��- �7—� 2—
Site: � � � 9� �T
Permit Type: �e rG�?r /l/�e�
Approved w/no comments: Approved w/the below comments: O Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
' Z �l� ' v
Kalvin S 'tzer Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhilis Permit Appiication Fax-813-780-0021
Building Department
Date Receivld �� a � � Phone Contact for Permittin I 't— -- ,S�
Owner's Name 7.�LP� Owner Phone Number �"�3�7�-a�7�`�
Owner's Address 1n12s ��"J J Owner Phone Number �
Fee Simple Titleholder Name Owner Phone Number �
Fee Simple Titleholder Address
JOB ADDRESS � �. �J� LOT# �
SUBDIVISION PARCEL ID# O - -aI ��U � ��Zd�O �U p O
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR� ADDlALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK M
BUILDING SIZE SQ FOOTAGE ( o HEIGHT
BUILDING � �/���� VALUATION OF TOTAL CONSTRUCTION
T
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
OPLUMBING a �( 36��
QMECHANICAL $ � VALUATION OF MECHANICAL INSTALLATION
�GAS � ROOFING Q SPECIALTY Q 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
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL � COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address � License#
OTNER - ` � ` COMPANY
SIGNATURE REGISTEREO Y/ N FEE CURRE� N
Address 3 , /� _� _ License# �C —CJ, -7 Z
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;RA-W Permit fo�new construction,
Minimum ten(10)working days after submittal date. Required onsite,ConstrucGon Plans,Stormwater Pians w/Silt Fence installed,
Sanitary Fadlitles&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. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster.Site Work Permit for all new projects.All commerciai requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
'""'PROPERTY SURVEY required for all NEW construction.
Directlons:
Fill out application completely.
Owner 8 ConUactor sign back of application,notarized
If over 52500,a Notice of Commencement is requlred. (AIC upgradas over 57500)
"" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTiNG (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrjctions"
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 tocal 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
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buiidings, 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 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
delive�it to the"owner"prior to commencement.
CONTRACTOR'SlOWNER'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
ce�tify 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 1 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 ServiceslEnvironmental Health Unit-Welts, 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 ihe 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
prope�ties. 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 a�davit 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 instaltations not specfically 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 shatl issuance vf 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 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 FINANCING, CONSULT
WITH YOUR NDER R AN TTORNEY BEFORE RECORDING YOUR NOTICE OF CO N EMENT.
FLORIDA JURAT(F.S. 117. )
OWNER OR AGENT e CONTRACTOR
Subscrlbed and swom to(or afflrmed)before me thls Subscribed and s m to(or afftrmed)before me this
by bY
Who islare personally knovm to me or has/have produced Who Is/are personally known to me or haslhave produced
as Identlficatlon. as identlfication.
Notary Public Notary Public
Commissfon No. Commisslon No.
Name of Notary typed,prfnted or stamped Name of Notary typed,printed or stamped
i iiiiii iiiii iiiii iiiii iiiii iiii�iiiii iiiii iiiii iiiii iiii iiii
2012200536
Permit No. Parcel ID No (1 Z'��-�I-i01�0-�o2.c��o� ov9a
,,,���---���''' NOTICE OF COMMENCEMEnNT
State of ��1�t�cD� County of i"�
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following infortnation is provided in this Notice of Commencement:
1. Descriptlon of Property: Parcel Identiflcation No. Z• - 0-t�R7'z-E��- D
Street Address: `
2. General DescNption of Improvement � �
3. er I o ation or Less e lnform on if the Lessee contracted for the improvement:
91��' ��"a�` ,^ `
Address City State
Interest in Property: �'1���1
Name of Fee Simple Titleholder:
(If different from Owner listed above)
�Address c � City State
Contractor:
��7,5�t�me/�'Ia.��.��C___
Address l � City State ����
Contractors Telephone No.: �� 3`� �l�'�,J��
5. Surety:
Name
�v�
.�tno
Address � •• �
��tY State n� e«
Amount of Bond: $ `�m"
Telephone No.: �• �.
r�p
6. Lander:
N m v
Name x oJa
. �
00
� ��tY State ��
Lendera Telephone No.: � ��
... .. �p
7. Persons within the State of Flo�ida desi nated a �
g by the owner upon whom notices or other documents may be served as provided by ` m••
Section 713.13(1)(a)(�,Florida Statutes: o��
v mm
Name � m
, m
c�
�
�
Address City State �
Telephone Number of Designated Person:
x
8. In addition to himself,the owner designates of
to receive a copy of the Lienors Notice as provided in Seatfo�713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entlty Designated by Owner:
9. Expiration date of Not(ce of Commencement(the expiratian date may not be before the completion of construction and final payment to the
contrector,but will be one year from the date of recording unless a dtfferent date(s speclfled): �D
WARNING TO OWNER: ANY PAYMENTS MAOE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT �N a
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN v�n
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERN. A NOTICE OF COMMENCEMENT MUST BE ��o
RECORDED ANO POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT �N Z
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
�m�
Under penalty of perjury,I declare that I have read the foregoing notice ot commencemeM and that the facts stated therein are true to the best .��J
of my knowledge and belief.
�a�
STATE OF FLORIDA � �
COUNTY OF PASCO �� x ,i �
��II��C,S�0(F� ' nature of Owner or Lessee,or Owner's or Lessee's Authorized �r o
����._!�_��� �edDirectoNPartner/Manager � �
C�BS �a�10 p m
��'b. ��� ~+�
��..�
Signatary's Title/Office �
�y /� � o
The foregoing instrumerrt was acknowled ed before me this � 3
9 �day of 9 ,20�by ^� �li` �o.,,�vG,' � �
�
as of authority,e.a„Qfficer,trustee,attomey in fact)for �
am f p rty on behalf of whom st eilt was executed). �
Personalty Known�'�,�produced Iderrtification❑ Notary Signatu �
Type of Ident�icatlon Produced Name(PriM) S n.{� �v �� N4�
wpdata/bcslnoticecommencement pcA53048
�V . • �L'� STATE U� �"L.nRIDA,COUNTY OF PASCO
�� • C THIS I:,TQ C�RTIFY THAT THE FOREGOING IS A
G
� .��► TRUE AND C��RRECT CC�PY OF THE DOCUMENT
ON FILE OF�GF PUBUC RECORD IN THIS OFFICE
•� * WITNESS MY HAND A QFFICIAL SEAI TH�S
* � fn�'1VC Trust •
* � � :� *, �7�'' DAY OF /1��__� .!r _2 U/L
� . PAULA 5�O'J�IL, CLERK&COMPTROLLER
♦c 1887 * �
gY DEPUTY CLERK
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FL# �Yp�Manufacturer
FL1_1651,-R1. Revision Gulf Coast Supply& M�fi�ufacturing, LLC.
Hist_o_.ry FL#• FL11651.27 ,��'
Mod�bl: Z9 Ga. T Rib
Descri Ga. Tuff Rib Roof Panel over lx4 Woo
Category: Roofing
Subcategory: Metal Roofing
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Comm(s
Contact Us :: 1940 North Monroe Street,Tallahassee FL 32399 Pho
The State of Florfda is an AA/EEO employer �oqvright 2007-2010 State of Florida. ;; Privacv Staten
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Under Fior(da law �c}c e�q records.If you do not want your e-mail address relea
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���Q�'Q1������3�0� � M'I'Id
,II� I����a����1��'��S��O.� Product Approval Accepts:
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���,�� EXAMINER.______� —
n.1.1�:/%www.floridabuildiug.org/pr/pr_app_Ist.aspx 5/11/2012
352-�iHE-7852 10:59:20 a.m. 05-11-2012 �/5
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. �
Force�ngineerin�&Te'stit��Inc,
79530 Ttumbicwood Drtc�c
Huntbie,TX 77338
Product Evatuation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
29 Go. Tuff Rib Rnof Panel over 1x4 Wood Purlins
Flarida Product Approtial # 1165�..27 R�
FtorEda Bailding Code 2010
Per Rufe 9N-3
Method:i-0 �
Category:Roo�ng
Subcategory:Metal Rooftng
Compliance Method:9fV-3.005(1){d�
NON HVHZ
Produd Manufacturer:
GULF COAST 5UPPLY&MANUFACTURING,LLC.
4020 S.W.449`h Street
Horseshoe Beach,Florida 32648
En�ineer Evaluatar:
Terrence E.Woife,P.E.#94923
Ftorida Evaluation ANE ID:192D
Validator: �
Lacke Bowden,P,E.,FL#49704
9450 Afysbury P(ace
, Montgomery,AL 36117
Contents:
Evaluation Repor[ Pages 1-4
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r+L# 11652.27 RI February 22, 2012
3;2 49II-7851 10•59:49a.m. 05-11-2012 5/5
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Force Ertgineei-ii��&Testinh Inc.
1yi30 It:unbic�cnud Dricr
Humblu,Y'7�77338
Roof Panel Fire Ciassification: Fire classlfEcation is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outs[de the stope of this report.
Design Procedure: Based on the dimensions of the structure,approprtate wind foads are
determined using Chapter 16 of the Florida euilding Code 20ID for roof cladding
wind loads.These component wlnd loads for rooF�ladding are compared to the
allawable pressure listed above.The design professional shall select the
appropriate erectlon detalls to'reference ln hls drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support framing must 6e in compliance wlth Florida Building Cade 2010
Chapter 22 for steel,Chapter 23 for wood and Chapter 16 Eor structural loading.
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FL#I165i.2'7 RT February �1"�, 2012
352-498-7852 10.59:38 a.m. 05-11-2012 4/5
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Force Fn�ineeizil�;&Test3ng Tttic.
195iU Ltyrihlc�roud Drice
liuml�le,-E'K 7733t!
Cade Compliance: The product described herein has demonstrated compliance with
The Florida BuEld(ng Code 2010,Section 15D43.2,1504.7.
Evaluation Report Scope: The produ�t evaluatlon is iim{ted ta compllance with the structurai wind load
requirements of the Florida Building Code 2010,as relates to Rule 9N-3.
Perfarmance Standards: The product described herein�has demonstrated compfian�e with:
m UL 590-D6-Test for Uplift Resistance of Roof Assemblfes
■ UL 1897-04-Uplift Test for Roaf Covering Systems
• FM 4471,Section 5.4-Foot Traffic Resistance Test
Reference data; 1. UL 580-94/1897-98 UpiiftTest
Force Engineering&Testing,Inc,(F8C Organfxation#TST-5328)
Report N�.117-00407T-09,Dated 11/16/09
2. FM 4471-95,Section 5,4 Foot Trafflc Resistance Test
Force Engineering&Testing,Inc.{FBC Organfzation#TS7-5328f
Report No.217-d238T-09�,Dated 07j21/2009
3. Certificate of fndependence
By Terrence E.Walfe,P.E,(No,44923)@ Force[ngineering&Testing,Inc.
(FBC Organization#ANE I0:1920)
Test Standard Equivalency: 1. The UL 58D-94 test standard is equivalent to the Ul 580-06 test standard.
2. The UL 1897-98 test standard is equlvalent to the UL 1897-04 test standard,
QuaHty ltssurance Entity: The manufacturer has estab(ished compllance of roaf panel produ�ts in
accordance with the florida Building Code and Rule 9N-3.005(3)for
manuFacturing under a quality`assurance program audited by an apprnved
quality assurance entity.
Mi�imum Slope Range: Min(mum Slope shall compfy with Florida Building Code 201D,inciudfng5ection
1507.4.2 and in accordance with Manufacturers re�ommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
lnstallation: Install per rnanufa�ture�'s recommended details.
Undertayment: Per Manufacturer's installation guidelines per Florlda Building Code Z010 5ection
1507.4.5.
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FL#17651.27 RI F�bruarv 22_ 2012
35�—493-785Z 10.59 28 a.m. 05—T 1-2012 3/S
�
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Forcc Engit�eenng�X:Testing Inc.
79�3U It:unbteti+nud Dricc
I•€uml�le,TX 77338
Compfiance Statement: The product as descilbed fn this report has demonstrated compliance wlth the
Flor(da Bulld(ng Code 2010,5ections 1504.3.2,T504.7.
Product Descriptian: Tuff Rib,�;"Hlb Koof Panel, Min. 29 Ga, Steel,36"Wide, through fastened roof
panei over 1x4 wood purllns over one(ayer of asphalt shingles (optional)aver
min.7/16"O58 or 15/32"Plywoad decking.Non-Structu�al Appllcation.
Par�ei Material/Standards: Materlal; Minimum z9 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to
Florida Buildi�g Code 2010 Section 1507.4.3. Paint flnlsh optlonal.
Y(eld Strength: Mln.80.0 ksl
Corroslon Resistance:Panel Material shali compiy with�lorida euilding Code
2010,Sectlon 1507.4.3.
Panel Dlmension(s�: Thlckness: O.Q14"min.
Width: 36"
HIb Height: %"major rib at 9"O.C.
Pane)Rallformer: MRS Metal Rol{forming Systems
Panel Fastener: #9-15 x 1-1/2"NWH Woodgrip with sealing washing or appraved equal
Y"minimum penetratlon through plywood
Carrosion Resistance:Per Florida Buiiding Code ZO10,Section 1506.6,1507.4.4
Substrate Description: Min.lx4 No.2 SYP wood purlins over maximum one layer of asphalt shingles
(optlanal)over min.7/16"OSB�or m1n.15/32"thick ove�supports at maximum
24"O.C. The 1x4 wood purlins shall be fastened to the wood ra�ers(Z4"O.C.
Max)with(Z�9 x 2 Y:'Deck Scr�ws per rafter(Min(mum 17/8"embedment Into
wood rafter). Deslgn of Ix4 wood purlins,058,plywood and�SB/plywood
supports are dutside the scope afthis evaluation. Must be designed in
accordance w/Florida Building Code 2010.
Design Upiift Pressures:
Table"A"
Maxlmum 7otal Upllft Design Pressure: 1D1.0 psf
FasteaerPattern: � 9��-S°-9"-9"
Fasteaer5pacing: 24"O.C.
*Desfgn Pf�ssure Includes a Safety Factor=Z.O.
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FL# 71651.z7 ttl February 22, 2012
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SUPPLY & MANUFACTURING
and guide to �ulf Coast products
, �
€�;:' - : N,j�%,.;� R�• `1,F•
M
_ Tuff-Rib Roofin and Si '
g _ d�n
. g
Panels & A�ces�o���s
40Z0 SW 449th St • Horseshoe Beach, FL 32648
(352) 498-�778 � Toll Free (888) 393-0335 • FAX (352) 498-7852
www.gulfcoastsupply.com
' � .;\ # ,:� � �
� Gulf �ast � �:. .��}ti������ ��� � � �rr��
_. - . n.:£�.�.�,.u:���:�.
�
The GR-2 Rake and Corner can be used as a - - � �
gable trim or a corner for metal-sided buildings. ,. ,. . -- ` ��?�=.�<""f�''��:�:�:
���� �
As an alternative, the smaller EF-1 or the GR-1 � ���-- �� ,��.r,-;��.. ...:_�,;5;� - r:�,;�
�„\��.� ., l: �... .r9 ...N,�s y. '^ .
'�f . /i�:ff..�:T�::�.sl:G? �
(both on p. 11)can also used as gable rakes,and the � - ��r<<�lf��� � �� �°.
PC-5(below)or theGR-1 as corners. _ s ,_ � � °'�``§ � �: '
�
Customizing rakes or corners is often necessary _ • � �� �.
• � �
due to their landing on a panel rib. Both the GR-2 � _ . �`��� � �`�
and the IS-2 can be ordered as custom trim items h� ' �
by specifying custom dimensions "a" or"b". Be ` - �. � .
sure to take into account the 3/a""head space"when •� � ,,. _ i � ,
figuring custom dimeiisions. � _ _ �'-��'�
�";. .. -€ `,��.
;�, `� ; :€
_ ._ � :.
�: a
,. _ - : �. .:
.' _ �, �
�3� The PG5 flat corner � � 4� �.:�� �'
� �°°�; : panel- Works best on smaller Figure i7 When used as cornertrim,the GR-2 straddlesthe ribs
� y''���^:� of the pan�ls where they meet at the corner of the building. The
s° :�.� . - structures, and where
� � ..;�::s:� Tuff-Rib outside corner also serves as a gable rake(see below).
I " the panels are running The inside corner (IS-2) has similar dimensions but with a
�' _ utside horizontaily. It can be
`_'�:'G i;closure sealed with outside reverse middle bend.
`�, closures.
� PG5
-- �_.=W.�_�:� _ - - --�--= � Gl�-2 Gable Rake
�f:.��.�..w.. :�-r�� �:�:.:.::�, .., ��.:.- _-
;�..„,,..;�:.,�-�-� .. ;:.�^.;;;;,�-- _ .- .
.:;w,.,;� '�.:.
�°",�����;;'"�_^�"' �.F" , - _�.
_ .f! 3y�F,',�
_ • e n�yw�
- - �=:;�6 6��
-- �� ' " �.:�:
.,�;�;: -- _.;,u:, - �4 s�s„
::�� 3/4 �
� �J 4 5/8��
t;�;x
�:�;s
�--a—�{ �_��'� �
� �t�,'���»`��.;;�: i
G R-2 b - �'
�
�
b IS-2
�
Figure 18 When used as a gable 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 •Toli Free (888) 393-0335 • FAX (352} 498-7852
- 13 -
� i� , .. , �$�. �
� uif - . . ������F�� ���� "����� � t����
,�.-� �E'."��0 av',�
' .. �' _.:__ �'?.�'.�v.t.....--.u..�1`i+':S:YMS'3Y5.�i YS�
� Gulf Coast 'I'uff-Rib° I�oofing Paneis
Fastening Schedule for Various Wind Speeds—minimurn 2:12 roof pitch
� Wettd Speed Zone
110 MPH 120 MPH 130 MPH 140 MPH
Roof Fastener On Center On Center On Center On Center
Zone Type Fastener Size Attaching to. Spacing Spacing Spacing Spacing
'.'r�',d"•X,K;-' ^]��^!�}� CI ,v:��,l,_ - - - ;L,<.�_s��-{- f�I�:Y. >y:ir•,.. .�,.o�y,_ �f,pg, �.:sn= ..ya �.y.:�c�.,r
�z� fi Y��! �+R.Y��. 3':l 't T�1.���`{,�IOL":' ��6'iY ky _ P.' `�:yc �C�Y S. '�..3:'L�; •13:�:
,�- +��.Q.�r-�,. �;#3-,1. ,i/z, ~:�;>'•. :,��-•�! `�,��'�°<° .�>_ ,� _.� ;��';.1, '��, �;,.}. ��, ���;;::,,;,.
� s.y. ��k � �_ �y��p ��'� �,,� �.., �,'`� .� .�t
.`::t,�,''�,'-.�..�iar:��i�DO C� �`�:3:.^i ":�'y. _'c:����41�.:ir ',+-"�''!k?,"/:.'�:`:�;er:����i��;..�v��M�'a^ n"�".`'ie'":d. ��l..F:,
.,;
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:. ."
. . .. .r:/....J.a . . .. 'e.�-.:,r'::r. ....
Wood ri � n n u u,t
Zone 2 org p #9-15 x 1'/z min.15/32 24 24 24 12
WoodZac� plywood rype r rype � Type 1 Type 2
;��,i.:'�'.k,� .r .:CI �.-'�-3i'-;.',:�:'.��;�y^.H.. _.a,;:�.-�.t .,.;�A ' .,-Se. .^}�;vt:�'�r�.F::., A`�-�n_,�s...� .n�i�.r.<. �R{�,�r{�'aa:'� ..'!$ -
�: �NC� P.� ��y: G `tl;�!��$�,,�`�±:� '�!` _ ,.�.Y�= r+it ,,q v`
� -�, `�.x3Rn'i of� _T.r :Lz �:n�. a . 'h"�� ' .{"e •d-eLL .s'F!; �. 'G{ t.f:tn 'f.�"'�:n .
ZO q . �;.,.� �v?� 3�>�Y � -�w1�'+.:,`�'�:�,���I.<�,�';��•`c'fi�^`` `s/� ;;�' ' °'�o,,. :''�x5�' �'.n.;i-
_� Y�� �:�,:� ( ,�g �7 5: �' .r�� .�._t.
'�'�i+.,��; -'.`t .0,�8C�'';i,'�':�,�`aa,k;.r�.r. 'i:��/�y�7d�`=' �"�.�5'�;:'i�5..." 'i: u+Pi:�:�'',,y'r,?:i 'f,..`�',`F';:'
c _
' �:e,^��Q... . .,- ::..._... . :.^._.-'�� ''�- v��..i`c%di�-,?�>.�_mu lk��i '',�3��r�� �t.s.�..r..�c
- .�> ,�� ��n.� r�,;«,
*for 1 x4 puriins, all spacing is 24"
Fastener pattern
Fastener pattern
TYP� 1 Fastener patterns Type 1 and 7ype
2 are shown at left, row spacings are
Type 2 shown in the table above,and roof
� zones are dispiayed on left below.
Flgure 7shows a simple illustration of
. Zone 2 -►� a �- the patterns. Note that fastener pattern
Eave a Type 2 is required at top,bottom,and
..�. ......... ......................................................::: end laps of each panel,as well as in
' � additional areas according to which
roof zone the fasteners fall in.
...................... ....................................... . � Each"zone"of the roof has its own
..:. .. .. :..
; • a screw requirements. Dimension a is
_;__�._____________Ridge---------------�- -� definedasl0%oftheminimumwidth
, '.............. . .................. ....... ... ... . ., :, ofthebuilding,or40%ofthemean
Gable height of the roof, whichever is
Zone 1 smaller; however, a cannot be less
than either 4%ot the minimum width
.,,. ........................................................ of the building,or 3 feet.
Eave Ridge
Zane 3 � 6 � ' � .
� �enfe� .�- ,�r.
n � � �,
Os�a�in � �..
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 � Toli Free (888) 393-0335 • FAX (352) 498-7852
- � - �
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1al°� ��� "�3�.��' �:,�` ������`� � ��,
`1
.. �.=...- �'.yrz...:._...��N�7�'2QLi^"@i
�a�l�y .
Install pane[s 4 to 6" �
from diverter '•' r
., ' y:•`5�i�5.��y.�"
" '.,..e., _ •' . �^. ��.:.
;:...,,__;j��:,;- I p�e1 . �a�. �:� . � r.. � `°�.,.
_ �yy��: .. _.. .��<� :�r
__,'�:::.,F� 1„ -- - :. �,�j , ;�; .:. .
�•',i. 'X..^;•` ;j�
11 � . �:.. �� � . �''��i�'Y:��.e..
��� 9�, ��' :;.. -���
��.. . t. t;,te. � _:`i 7e`!•�x��� ..
R•�� .:r�,�kr=.
. ��7►�. �.` :�?�;�-k o_ �s" :.
.tr � •y � ��. - �f+�'t��i�x -:W. :'}
t; • i.�r� L>: �..:A.:.�
,6jy+'W, ..Y,. , � `t'.�:k?i;3�a��.�- 3 �.
� - , ,s`..
;;i:k;?�;'�'�� `,!`"t��'+;5:.{�i�:s.:,.<< ��.rv�:��.
yd=.?.i::s.v�,fi :.G`:�`1?...:.r:.�7�.
=4a s•,_.;y�'.�
.j�y� r;=�,
PV-1 styie �.___.a �, _.::-<'':,.� . ' •.: ..::...:,,;��'�;....
`^;0:'. 4� �7�-t : � ti:<. .S�SL3
:�d�.3 y'�.&`.«`FSiii:.
?�,r.- , - ' ':'�F;'��., `�
_ . ,�i��, yz , �y. ° .
PV-2 style ' - < :�„�, .',; , :�h:
•:�_�:�.� . �` <.
• � .;�k:=:,s'� .-... . Y � ,:,��y„
�� .��:�,��:.��-x,:
, , - ;���d�.::��.�: ..���_.��`..:,�;,:<.
- �;t �°:� '� y�-. '�_��,;,
;•�.�c:�:�`'y.�;' �i�-;.w
, - � s +�",n:�3 �'::i
Two basic styles of valley are available. ;:,:��:<;:�r���.���'",����_-,,
For custom valleys, specify dimension "a" Figure�i5 Pre-forrned valleys use a diverter to preventwater
from rushing under panels on the opposite side, while
meanwhile channeling water off the roof. Expanding foam
closures are often used to assure a good seal.
Gulf Coast 'I�.ff����O ����11
�
_s ._ _ - ; ���..�
-:,� :��„. GR-2�Rake &c
', � •y�'« , a
' � � t• , ' t�.'�;f �� Corner�p.13
_ ,�'9:; -��: `�.rt',t. �;� � �.
,#`., � . 2, � `' '<".;�
�' `�� - �2.:,_•� �5,, �
{ik�. !3`
'•��=
?: ',�:: -
- . .
F
i�
r
r
._
.
�`
+ .'f- .�r e � ,1 i?i".' '; `-',�. _ _
Drip Cap ` �:�T� `�--,:, -;..�� _
,.��: ;.�._.
� 1 "! �'f ' ��✓ £..:P:ak..
+{::�� -�rx��. I ''i' '_'t��•,::�':7
�::R` :a�'2 ii.;u....;;e: -
„`' '�: r�`T~ Sliding
:.�.., -<:<� s >,�.. -
, _ : :�:: ;h>'� = Door
"�r:�=�.t;>.
�+�.�'�.N�� ..'-f• _.1� �}t-. .4�"42,' �::fi`.
/���.�
7(r�COTII
J-Chaqnel utEer
���
�, ,,::�-
:;Ep:��.4} . .,w,; - � �N�: ,; ��;,�
. '�A 4yfrV , � .`.. ' �#. YT�• �;`:a....L' -•l,�
'�.i�=~�� se Drip —�..`�C' r 1
,: , .
(p. 14) -• �E�-
� •�7�_ _
1
Figure 16 Common trims associated with Tuff-rib roofing panels
(352} 498-0778 � Toll Free (888) �93-0335 • FAX (352) 498-7852
- 12 -
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usf� �� -� ��`=��t���T ��� �� ����- ����
- ::_ __.. ...��.�_.:�__�;ri.������.��.� .
, _r,t �
_ :��,-:�:�:: - _ :�� -
�', 'i;;e -1:r, :":.� ..r�y`�f...'
._j.� �' �'(;. '�3.' l
:-:''`y.�=: _ , '.:1�^'; �.3:' w;
�_,,
. � = '`� ;�, ,:.�;�� '�,,.
.!�;��`% ir » -�,��;4;�•,�"�=���A:,'.,,� =-,�- End-wall flashing is applied where the upward
�> � `. -� . .:=�.:-.
i.� ` ' ,`�`A�n ':�:f:. .;:- .: �„ :.�A
�`� " '` �$'�� :;� �.�"`°. slope of a roof ineets a wall. The wall side of
'�..;. � :..
" '��v`` the flashing can be covered with siding or
f ^:`.y; 'k .
<�: �_,-.�- y � �'i � � `_� ' counter-flashing, and outside closures are
,:��°'" `-� ��.
�i _ � ;. E necessary to seal
" ,r_� � �.. caulk(Solar SeaP b e t w e e n t h e
;,,y;:,� '� � �} `� recommended)
>:} �ti `� - �� _�:. � flashing and the
�;.:s;� - ::; �,`..,,,::'^ -_. .-;�;� �caulk edge(order EW-1G7
aa�'' �''~'�'•"'~ J�-��r ��' (used if endwall not panel.Roof slope
�, �s','.,�. .:
.,,� � .�;-�;', ~:?;;.;. ,,... �' ~�>>., �
:µ;:r' �:}1A �A�A
'"' � ;�,�;?; :.,?'� ;.':. ,:�,: �a . ,,�;�:., ';�.' . =w,�:�;' covered by siding) s h o u 1 d b e
-�A>;,.;: '';,; .�^ ea�;s;:,. :�t <,r�.�
_,r;.,,;:;;�;: _ ,;�..,:� ,{��,. <,:;�;���..„ ys _ :.��h 3 mentioned if roof
'` �;�-� .�:��.,�. �
�r �: ;�.;., �<z-.,..�• �� - �:,- 3
_ - _ ;,,: .,fz.:,.,.,, _�:� ��-.r.:�x,�.��, :.�'�... ;'az-r., �,
:i':.`�`-:��� .yt. f''�E��F� ,�,+sc:., r' I
= - _ ,;.:: ..; ,:.. 2\�j/' exceeds 5/12
. .':i[:"�,'.. >'.�'" - - �t..y.i� '•�k4 r� I
_ �',,:`�<..:�� ��'.;,�>::.. .4��:,-- sa,1.:�,,� itch.
- ::f;.;: ':�`:_ _ ..,,A;:. _ p
- �m:��x'
' ,:p[;;� ...�..:,�..'•.�..::.:.i`". :..' :: :;..� :;a'�f;' :'•." .r::
;t:,'r�" .z
Figure J1 As with the ridge cap, the ENDWALL , r��.�:�;,,�, ,:._
FLASHING above is sealed using outside closures '�'�:�;��.�;��.;;���r3 . �\
,ti':-_ - xs,;3, a�el
� fi "EW='1 �Stepped �
Use EW 2 hemmed endwall when comering endwalis with sidewall b Endwall EW-2 Hemmed
flashing,such as with dormers or chimneys. � � b Endwall
For custom end-walis, specify roof pitch and dimensions"a"and"b". �a� � �a a—4'/i'
� � b=3"
,
. ., '�,. . _ '-c':r'' � .,._ *" '.:.'• ;.�: '•�,';`,�
",;:}�:'�:$�� ., .-
• • ' A �,i ��:�, ,a.f= _�•��,�Yri:`,•`'':•��a,r:�.,-a�i-Y':
� Transltlan Flash�n - � :�-.X.._-.�_ ��.�. .. �::.. _
_. g �'' T _ ����; r-.�.�_.� 1
-: ,�-�' � ,�=�..�... �-_;.,.::�� ° :
,. ,i,�,<s .;.:, �'�' z. �:.; ,;3:.;
": �x+'�,r F:&:�<` 1:1: »i'�.'��r7,:4�)::.�.,;oik::w',..1-�«z�' ::,nJ�
� y..:a -re .. .Yi" �u
•':;I.r",� `' '�.-."-A..s�,�d�'.�i1:;y�;-y.r�,:".,:::�'t� rY' ......
The TRAN,SITION FLA5HING prevents ��z�_-_ - F; �•:�°� ,,:�:_-'•J�':�=�� ;=r`��� ..;,�``� '�°' '�
.:py±,�;;.,;,
- - �� '�:;.� ,.ti:`;.���"_ - - :�E' .�'.,yx ,
leaka e at the oint where two different roof - - `�= ��``:"'`��� .
;;} ,e ,,., _
_ ;;`�s=. ';�'"a °r,i:-'� .:- �;:.�_��•'� ;na�;�'�": :a:-,;:
g 1� " ' •��:,;�:�� _ ;;.. �.
pitches meet. It must be sealed on the lower ���-'�{'-",<�;- "��'��'' -=`�'- 4':-... -:-
::h,�ta ���K> ,�.. :i,:�.;i•'t�";�...
��1e,:�r ..jro.:{i^ � ;r":2�.'�• '�':i.s`t' ;.
1�,.:"�iL43w J •'��.r "'�'�.,�i�y�Yidi'
side with outside closures,and can be sealed ::���'-•- ~"''�' �. •
. :t:,
T..�;r'_..��;�Y• �rti;::
underneath the upper panels with inside ��'4��€"��� �`�",K�ik'�'�y � �
��'i. . '�.: 4 i'" t..i.�`-'���_ II� y'`:
closures. The similar GAMBREL - . ` > � ,`"��" "
`. ,. {�>..` .
y^k�'6ti:�'�'r'�o �e��F P"v�!'„-� ' �i� '•?" ��
FLASHING is used where the lower pitch is .��`��:�`�'�`�$:��=� ��y " �'�
:�7 .�� �„�;ta���;��:�,",. � y y :��°
steeper than the upper. �'."'��`'� '��'��� � Y�°'�`�' ' r' > ; .}
' _,�;;��
:-:*�'i;r;�Y`.7����Y�' .¢r..4:'... ���$�-:`4'�,' s.�'-�" � >+r..g 4"3�n'
� '�� '4b•.,�P.fs��.ti. v'��?- 't*yF4'
'A:•. ' i' j'l��.
ra.��'�:. i�' .��1a}'.4;''`�: ."�:i`a�v'- . y.v . ��� .
� �k�; ,„^.:s.;$3� • ,: :;.y;?,c V
`�'r t,�.:�• aa.'• ^s1�. `t�
�� : - ::.:z;<, ,��.��:;`.�F' . .,5.`ai`'.��;; �,. '�`- -
.k� f'�
� ' ,E11'�j,L„<'.TV'+'�'.;��'��.:�'- .'t,"�'r.y� '�s :V`'F!
6''), e ?� �,J. ? ^}:;`.-=f+��`t`e3:':,,'''' ± s
� ``.',y.:,�' r.}�y�x-i.���','..,^i :t�k';;_,r , �.,C ���'!g ,.
TF-1 Transition Flashin a .�u' ��,...�_;;��.,' �:"i��-1_� ro': y r.�,,''� ^,.. r�''�N� ,�xYp��
j, :�r�: .n....��i�.,'�. ��,
� .. ` 3;'i.�y�r:_..I:.,.:.5�_�r�� �,.:e;;�� �.5� ^.",�'.
closure 61� -�,F�..,,�.... .._�.:z:� :;r�..,•.�•
� Z1 �°�"'�"_,''°,'>=::,�`�s.;*;°'�=', i�°NyG'" �
�:11�'<' :� •�;x". ;, -
� t�.rrc; ;{,,�r.��i,--�:t;i.: `"`�•- �t,.,,,r
" �Z�� ,.
�.;:���� _;�r:�,�� �.
.+s�i;t- ;r;� _ :$ '. _
p�-zr� , b/�� =r:�-�_ _ �F,,,-
�--a� �}( ��r:3�
I Figure 12 The transition flashing � ``�-: �°
(above) and the GF-1 gambrel `�� ��':;y
��:
flashing (right) provide a �;��;�:
For custom transition flashing specify the pitches eontinuous drainage Where two �� ;
of the two roof slopes and,if necessary,dimensions Slopes meet. Both seal with �'
"a"and"b". outside closures on the lower side.
(352} 498-0778 • Tall Free (888} 3�3-0335 • FAX (352) 498-7852
- 10 - '
' � e� .
t��f �� ``�;-� � � k ���t�
����� , ����a ��� ����
:..�...r.�s�..:����:�.���
, . � ,�. �_�:_ =x---:- � _ �:_..�- ,._.,--- - � �:�
�.�i�_ _ ;_�_ .r���- ,�� ,,:
_ -:��_ -,�. : .:4,. ,:::� ��.;:;.�;
The Ridge�ap is used to seal the '- - � ,x';����R - - f `^'
point at ����--��"'`.. ���:� =•
�;_
:�\
which two upward slopes meet. This can - :;�_�r<a,�4 .�° - �'
:T�x� "'$;- .:.,.
be both along the ridge of the as well �`'''-`�'�*i'��+;�3--� ;=���~ ''�� ;- _ '
s.,;,P �4"i..
raof _.,, �::,�.f.t:,. :f:;.,.;�� -::.;;b:" .
as a covering for a hip. Either wood � _,��,�3 � �t- �`` ` :`f_��� '���?`�
grip �� �,�..,.� ,-�::�:=�•� __...�.,, ; ,;`; .�,;.�::,°
or self-drilling lap TE ews are - ��: ����`Y - -' ��`' �
K Srir ';��s+}.�;s��� _,«e :� Cs:� � t.f•:;�•,'',::e..,. 'R.,',.
,.y� S`.`.Ca�',' ' . �.,,: �,:.
appliedthroughtheribsofthemetal. ""� �' -,.��:��"�•`� s;�. `"`�'��j-� `°fi�'��'� _=.r��,�
. , r..r.`��>_
,�.�;�r,� °:.;�r�"%�'r. " .. ..z;,.z,� ;,
, and blowin �:�'��'"'; :�..' .
Since debris :x ��.. r,,�-� '=�''{,;:;,,•�°•:;,-.;<.�, -
.,�::�».,� ;�::;, . ;.. :.
insects, g _� ' ...;`.':,
rain can�nd ea ������;.�:.ri.,.;�,,,��:x . 's°�:� �.�,::,;,.
,,:.,�K_..,.> >?�...... �v.::
sy access under the ridge �-�� ..{„�w� ` �,:�;�<;.,- -,:�.,::_
��==��� �=�.:,
'�:.>;;,..�..i�- �.,:
z,:�;�•.. 'y:i*:`+;
cap, closures are required to either �f;��Y�.;;,�.:,;��r;l,;,.,:�;_�-�;�.{ �
completely or partiaily seal the opening. ��'s,_ �'" _
`s`1,;,,*:'�;;,:fi,�:;;; �x:�'`"'�a
«;�,,., -°"- :�::.
'*,;.>us: .,;� �::�.:�;�:�,�'��c,F.r•r-:
Closures under ridge caps come in 3 � ' • � �=t�:��-�-��-�; ; � =~s`';�.``'::`'�
' ' �"�',:_,. .;_..:�:::�, �, . ..... � .....�..;t.�:,..•�
types: solid,vented,and hip tape. Figure 9 Ridge cap�showing outside ciosure((eft)and profile vent
Solid closures ("Outside Closures") are (right).
the same width as the panels. They lock together in a row placed directly ' 'g ', '
under the screws that attach the ridge cap, and form a solid, water-tight, , :�;
air-tight barrier. ,
�. �
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 _
att'rc,and is superior to many more elaborate and expensive vent systems. =��;=
Any lengeh may be ordered. ��`�''"�'�
Hip closure tape(Peel�nd Seal�)is a sticky, adhesive-backed metallic tape
that sea�s the hip roof. It is 6 inches wide and comes in 331/a foot rolls.
Because it must be confprmed to the rise and fall of the panel ridges,
approximately 10%o extra may be needed beyond the length of the hip ; �
� ��.;�
being covered. ��u•�= �%,� `-��
3 „
' Figure f0 Pipe Boots provide a
OutSide Profile Vent� Water-tight seal around roof
Fj"� vents and come in a variety of
Closure or Versa-Vent� sizes. They seal with caulk and
,,�.:,�E,..;=
conform to the shape of the
:;t.r.., .
�'�,"=�`�' panel ribs.
�a�_" � --
,.��:.:,
��`Lap or 2'/z"Woodgrip°�a "
screw required ;
RC-2 Standard 12-inch Ridge Caps
aze strong,economical and adequate for most of your roofing needs I
„/'� a�
6 �
� RC-2 styte over-sized ridge caps
ane available with 18-inch coverage,or as a custom trim
RC-1 style 12-inch Ridge Caps item in total wr'dths(2 times"a")of 14-,16-,18-,20-,
are also available in custom widths 2�.-,and 24-inch
(352) 4�8-0778 • Toll Free (888) 393-0335 • FAX (352) 498-7852
- 9 -
� �� q ;,:�, �
��� ��� - ' :,, {�� � :�' ��. � +���
_,., �.3:c�; �'�`-!
,s���� �t�=:� �� �
. . '`�_ .=:,r:`t�.�-;sa��_.,<:r::�,re;;�s�c��
':^t,'z r� �
�'t. :.i+�.s>'r,;u.
,'A4 f'.�.,,- -.
_ a}:__:1�-� '"
{�� � _ ��2iv �t7�=_�t'����''��' `�\
R:.a
1 �?r
Butyl tape i.2; �;-: ;��=��,;:```:?:. -
� ~,<::. f`'�, ���V
3/4" ;::�`�����-.?�
�� t�;: .�i,�:»;�.�e
�:�;�.{.<,t?;:•,,;�i,�<;�=,.:.':
4;..
,�;,; y_
`„�•air-.-w•RS,r- �tT'�,. /� ,��e:.�+;:;`g{;:�r„��.- l� -
� ..Y�.�t^*t Y J' xl;r ; }';Z+.�.�'
=w s��`'��: �1 I �t;'��-„����F:�:z'�r�q�:_ ,y,:�•' ' . . .
., . ": � y's''�"_�: .�: �'. ..
,� `:iF�.. y'•��!].'*!= 'Y.� .. , :.
„�.a^,�tz�._$�; '.9a�
. . `,z�.�% _• � . ' �r
';"13"4�\ `ti•""'�:
; ..���J�'c°``�.�,� � '�'� '�� 4\t��\:� .
, _ - ...t. Y.t``,���Y • ` [\i:�:�.
r f�.. ��r.,� ��``Y �. '�v�.,`�.?�',�
� �.,- :�;�,
: ,.�� '��. `�: �,,;� ;;\.�ti�
:� - ;�-� "" '.:�:
�. �^�
EF-1 stvl� ,�ii6„ �� i?[ :;��;
i�:,l ��:
fi,-� i1��� ��;::�
Custom trim—specify a custom � ' ��;� ;r� �;<___;�
,.— l`i.�![�,!f�^ '_:,:--, •
length for a ar b. � �
Standard dimensions — a—3�� View o EF-I able trim ascia board removed
b =3" � Figure i3 Gable flashing is used to trim the edge of ihe
roofing�panel at the gabla end of the roof. It should match
GR-1 stvle the eave drip that extends along the drip edge of the roof. If
Custom trim—specify a custom "—a�'� the panel is allowed to hang over the gable end,eave drip
length for a or b. b can be used instead. Butyl tape between the trim and
Standard dimensions — a=2�'s" � panei��iminates leaks.
b-2�g�� ,
` 6i I �
�, :ax�r:= r��fR ' Side�wall Flashin
�,�:_:r , � g
.���,:`�° :�.�"
' �.>„AF4�;.�; ;'�_..
4�'.•iv.�=''t.'�� ::�,'�� �
�;k,,��"�1•; ;'r�����`�'-<� _.
�:s'.�`��� ���=�� i � caulk(SolarSeaP recommendedj
,�.1. :.,xu-a -r
y R � ���:
;;�y�.r' �.,:#•
�k��,,,,� - �,caulk edge(order SW-1C)
"'�y"�" �'� (used if sidewall not
�'"�{�.�� ;=�,
_'� �`°��' covered by siding)
,., �.`�,,,�.�,N
����.
:��
�,;r� `- �—���_
.:�t` `f° Bu�l fa�e.
`*�:t+
�'_��
:"�
, .. ;� 3/4��
� ,^,;.u„�,. : ,. ,�?;:;.. ,,�.: _;,,: ; ,�a,; °"ti
,4}P,�.�:�,.`.;�Y7�'y'4. ryF.�.,vyi:�-k . . _r�!`<: w 1 �� � ��a;1;,:��L
�:. T. �rq. ...
.'�y,!;.� t ` C F K_'''K� w'R`4� � �1
;.;;��, ,.�..,;{�'-�c_.,,:;'� ;i,�' ' t
;;., ,t.�,»p �-�%:_ .:�:;z
€i';F'.�.: -�+.q'.
J�'„�}�.�.�i�f?���� �'d�.0. .C_�t.. . , �"�`"�� '��,�Yy.
sr�adi'(rs�d�W� ""#:. �,.
';;.;��`�,: .,, ��. .i��,�� �
Fi ure�4 Sidewall flashin �s a lied when the side of the °��`'� � ' �4•�`-'�=�xY��
9 9� PP , � '� ,,,:�� -_� p�.
SW-1 ��` .=�:�.���� *�.,n.���:�::;x;.�.pF;.
roof butts up against an adjacent wali. The wail-side of the :-.;::::��t`�g�;��_::•,-� ���
flashing can either be covered over with siding or sealed Custom trim—specify a custom '�
with caulk (order SW-1 C). Butyl tape should be applied leng t h for a or b. � ���
where the"foot"of the flashing attaches to the roof. Staridard dimensions — a=3" —
b=3"
(352) 498-0778 • Toll Free {888) 393*4335 � FAX (352) 498-7852
- 11 - ;
.. � �i� �,� a �3'. a �
� ` � ulf ���t . - �v��X��� �� ��� ��r��
.,. �_.- ...•�;4'?.s;.:;4t+iG...�,£':<i:�wn.'£ziae434'�=� �
- r.�7mu�m.c,v+sme.�c,..ua�am:wx�..- .l �
.*� '•` `,`'".� '��'..aa�as Si ,xsya.. ♦
'14.. ��
\.e•. 9:p�•
..._ ._i:1::..F.�.�... _..._ ._ `� . . '. ` . .
_' ,...., ,_,... � . _�Ma�.v`t� � ``.\� �'' �`S*� 6�� �6A-�@✓�4R
'i:�. ,��� Y��l` `�`Z.��
+
'M��. '=.'1 � .
' ' '"�?'�;,'.:=�,' ' '" _�_ ',�� �a,�•,��-� �`*',`. �311�
��•' - �'..,'� k� �,� '�`
.?,°. . _ � � �
�•� �wa`�-<�.: ��-, `' -� - FHA Style ED-3 Style 2�$r�
� , , . , .. ,�y.. �.��
" ^s :��$.a„` -
- �} ��:'�� � .y.r�e,ra �'�`�'. ��.", Eave dri Eave drip
i. 4 X �§n�i3:-�`.as ��t �+'..�.7�.':��, N�'^. 'y;'�t�.fi�,1 ' [�
}" ,���a,�.,�_.,�s.-k_:n�. . � 'T^�.:',;�::`�}'��1:•*:i'ti''. . 1'
��y'�,.�G,� � :y _'�-l_f'�':'#•...,v^.:'::�7�:'t� :2.;.':_i%�;x�.
;:y' �yt`.i�,iv��u^�$'• ^,5_.'y�i;;:iS_h3`,::t.=��'k:^Ci:::Y� '"��`�i s
£�� = -- . . ��, �� �
- 7/16'
' Fa--b---�I �
� For custom eave drip,specify the
Eave drip a
Eui�e di•i��iritlt fascia and inside closc�re � � amount of the eave that will be
Figure 8 Eave drip and fascia give a finished look along the drip covered(dimension"a"), and, for
eave of the house, as weil as providing protection for the � steeper roofs, specify pitch . If
materials they cover.The eave drip should compietely coverthe Fascla a fascia is desired,be sure that the
top edge of the fascia. Inside closures,which seal off the open � dimension you order will be
ribs of the panels,are optional. —►+ n�.-- hidden by the eave drip.
� .. Su�mm�ry Qf�tock r�ia�ls �nd�lashings
item s ecial order in ormation
Rid�e�caps(RC-2) specify�itch if less than 3f�2 or:greater than 6/12. ALso available in
Iarger widths.Closures recorrwiended, - .
Eave drip (FI�A, ED-3) 2 common styles. FHA style is pre-pitched for 3/12 to 6/12 raofs. lFor
appearance or ease of appiicatian,order by either specific pitch or as
gab[e trim (90°).
Gai�le flas�iit�gs � I2esidezitrat(EF�1),Iarge(GR-2), aind smaIl(GR-1)rakes avaiiable. Use
- � .. butyi_seaiarit be#ween rake anc�panel�
Valleys(PV-1) specify pitch if greater than'7/12. Seal with universal foam ctosure
material.Open-hemmed valleys(PV-2) aid water-tightness.
Sidewall�(SW-1) Use butyl seatant be.tween sidewalf IIashing and panel.
Endwall(EW-1.) Specify pitch if greater than 5/12.Seal with outside closiires.
Transition flashing Specifypitches of both'roofs. Seal lov�er slope using outside closures and,
� � if clesired,inside.closures on up�ier'slope. � - •�= - � � .
(352} 498-0778 � Tol! Free (888) 393-4335 • FAX (352) 498-7852
s �
� � � . � ��'��1�T�
� � �
consuitin�enc�ineers
Rt�r. Qust(n 9aker October?�, 2a1;
Guif Caasf supply &Manufacturirx�, LL,C.
40�0 S.W. 449�'St.
H�rseshne Beach, �lorid� 3264�
dear Dust'tn,
Ths purpose oF this carrf:spandence is to address r�questsd sup�Mementa! detai( change for
produc# approva! FL11€51 and associafed gabl� edge fiashing. in aur best engineer3ng
.judgment the attached d�;tail shcwint� ED-3 styie eave fiashing at rake edga with maximum
panei averhang af 2° and #9 fek scr��ws from pan�l to raof edge �omplies avifh said prod�ct
�pproval design wind ��e�.sures a��d a.:�sociatzd Florida BuiEding codE requiremants.
We trust this correspond�r�t�$ �de:quately arldresses the request�d detaii ci�ange, ff y�ou have
any questions in reg��4�fbki'�i����"fw�p�ndence, please(eel fr�e ta c�ntact me d3rer,�iy_
��� �,},.SCNON, ��✓
Since ely, � �.a��•;�GE�t���lc����i
�. O. �. �` ,�.p �
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� '• S'TATE OF c �
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� �FS�7p � C�' '��
David Schona e f! �aL� �� �
��11lt1����
�n�l: Eave flas Fng det�il.
'
11-136 L01 �
. 1 G45�. E?rar�don�ivd.s Bfando;:;Ff•�ri�a 3�5;i
(8�3J 6:i5-2864�>Fax{S?3i 655-288b.www.ovantito�n�a.com
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