HomeMy WebLinkAbout12-13560 CITY OF ZEPHYRHILLS
5335-8TH STREET
, , (si3)�so-oo20 13560
BUILDING PERMIT
Permit Number: 13560 Address: 6219 10TH 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: 02-26-21-0080-00200-0290
Improv. Cost: 7,071.00
Date Issued: 10/25/2012 Name: BUCHANAN LENZY 8� SHELBY
Total Fees: 75.00 Address: 8124 DAR LN
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33541
Date Paid: 10/25/2012 Phone: (813)782-9034
Work Desc: REROOF SHINGLE METAL
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TAPE JOINTS R OF INSP
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) oondemned 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 reaord a notice of commencement may result in your paying twice for
improvements to your properly. If you intend to obtain financing,consult with your lender or an attorney
before reoording your notice of oommencement."
Complete Plans, Specifications Must Ac:company Application.All work shall be pertormed in acxordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
d,s-�du-uuzu City of Zephyrhills Permit Application Fax-813-780-0021
Building Department �,�i ( ����
�1 � �
Date Received �(�'� 7/ Phone Contact for Permittin `�1 3 `7�� __�o S 3
Owner's Name , �� �.L. ,Q N,4 %ll Owner Phone Number
Owner's Address ?S�oZ�' ��iC I�-a.-.�. Owner Phone Number �
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Addroas
JOB ADDRESS �ca� I�� , �h�,�Q�j LOT� ��
--�
SUBDNISION PARCEL IDN O�- ' - - Of� -G�O � -- O� O
(OBTAINED FROM PROPERTY TAX NOTICE)
NVORK PROPOSED e NEW CONSTR� ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE � SFR Q COMM [_] OTHER
TYPE OF CONSTRUCTIOM BIOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK /L(
BUILDING SIZE SQ FOOTAGE - ---------
0 BUILDING S VA ATI OF TOTAL CONSTRUCTION 7v�� �—
QELECTRICAL a AMP RVICE Q PROGRESS ENERGY W.R.E.C.
----- _--.____—_
QPLUMBING a
��� � �
QMECHANICAL S VALUATION OF MECHANICAL INSTALLATION
QGAS Q ROOFING Q SPECIALTY � OTHER � z`�� P���
✓
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NC(�-Ati��- ���
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Addreas License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# i�
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Addreas license#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y!N
Address -i License# —�
.
OTHER � COMPANY
SIGNATURE 1,.� ( D NC � � � � REGISTERED Y/ N FEE CURRE� Y/N
Addross 3 J�� /"�o o t'�'Z ,� �c�e_ License# CC C-�57�y 2
RESIDENTIAL Attach(2)Plot Plans;(2)seta of Bullding Plans;(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 FadllUes d�1 dumpster;Site Work Permit for subdivisions/large proJects
COMMERCIAL Attach(3)complete sets of Building Plans plus a LHe Safety Page;(1)set of Energy Forms.R-O-W Permit for new conshuction.
Minimum ten(10)working days after submfttal date. Required onsite,Construction Plans.Stonnwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster.Site Woric Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"•'•PROPERTY SURVEY required tor all NEW consVucdon.
Directiona:
Fill out application completely.
Owner 8 Contractor sign back of applicatlon,nota►ized
If over 52500,a Notice of Commencement Is requfred. (AIC upgradas over t7500)
•• Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter irom owner authorizing same
OVER THE COUNTER PERMITTING (Front of Applicat�o�Only) �
Reroois if shingles Sewers Service Upgrades A/O Fences(PIotJSurvey/Footage)
Drivewaya-Not over Counter if on publtc toadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more �eslrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicabte deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBI�ITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be Iicensed 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 Buiiding 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
po�tions 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 enti�ed to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transpo�tation Impact Fees and Recourse Recovery Fees may apply to the construction of new buitdings, change of
use in existing buildi�gs, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, ihey 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 Const�uction 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 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 instal�ation 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 �egulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V" unless expressly permitted.
- If the fill mate�ial is to be used in Ftood 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 pe�mitted 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�II 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 englneered 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. 1 understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically induded 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 O�cial 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 LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORtDA JURAT(F.S. 1 03)
OWNER OR AGENT i'��=��`��-e��--=-= CONTRACTOR ° � � °^
Sub cribed and swom to(or affirmed)before me this S bsqi and swom to(or aiflrmed)before me this
�l7_ lZ by y0/��i by
Wh islar er known to me or has/have produced Who is/are personally known to me or hasR�ave produced
as identlficallon. as Identlfication.
C-��� ,.Le
.
` """"'�° otary Public
„,�, No ry Public , '�
;.__ Commission#EE 040520 � ;;; ;= Commission#EE 0405
Commisslo � • Commi n No . 12 2014
, %�Rd sw,a�arnurrorFmnM�,roncaeooae��o�e
��iY•� '"Ny¢�'h�u7•oyr,irt!nryuN*�CO86!F36`r7019
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
/ Y.�r '�I J�L'L'�` "7 �[J y Y' 7 (.5:� /Q� l„� , n
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2012175663
Permit No. Parcel ID No �� -,�L�( - Uc(1�c."'`IX� Z,�n -��,9j�
� NOTICE OF COMMENCEMENT
State of_ ��/,� �
County of �C��.�T�
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement:
1 Description of Property: Parcel Identification No, lU,z- 'ZCc '" �- E�C1j�Q -(�Cp Z1�,t�-_ G Q O
Street Address: �``
2. General Description of Improvement �
3. Owner Information or L�see infortnation if the Lessee contracted for the improvement:
J
�(�� .�ati." 'e .,...�
Address City Sta e
Interest in Property: _�.tu'li`?it 3 3�c�/
Name of Fee Simple Titleholder•
(If different from Owner listed above)
Address � City State
4 Contractor:
� � N�Ga►-�3f l )�_ `
Address City Sta e
Contractor's Telephone No.. 3 j�"�.�
5. Surety�
Name
Address City State
Amount of Bond: $ Telephone No..
6. Lender•
Name
Address City State
Lender's Telephone No..
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner:
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of peryury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
C UNTY OFLP S'�CO SHERRY WIDNER
�ry pu���� Signature of Owner or ssee,or Owner's or Lessee's Authorized
?+�y Commission Expir+es 1�uvv��a�a��LV�3 OfficedOirector/PaAne anager
COm.N0. DD943152 Signatory's Title/Office
/ �
The foregoing instrument was acknowledged before me this,1,�day of Q C'� ,20(Zby l'� ,NNr4
as (typ of authority,e.g.,officer,tru tee,att ney in fact)for
(n rty n behalf of whom i stru ent executed).
Personally Known�]C�R Produced Identification❑ Notary ' � � �
Type of Identification Produced Name � '�l' c� �
Rcpt:1468435 Rec: 10.00
DS: 0.00 IT: 0.00
10/16/12 C. Miner, Dpty Clerk
PRULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLEFc
�0��eii2 �7�� P�o 3��
wpdata/bcs/noticecommencement_pc053048 OR BK
��,�D`c�c� �
' • �4
STATE OE= FLORIDA,COUNTY OF PASCO � G 1
THIS IS TO CERTIFY THAT THE FOREGOING IS A a? • •
TRUE AND CORRECT COPY OF THE DOCUMENT •
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE � ' InC�vdlYe7rust • ♦`
JVITNESS MY HAND A OFFICIAL SEAL THIS •'°, � �
1� DAY OF ,/'� 2[�jl�" � . � � '
PA O'NEIL CLERK&COMPTROLLER � 188� 'f
. � e ���pP
BY � DEPUTY CLERK ��'���t�,�Fl.ON"
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�j Date 'D.ac c�f Plana
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`'✓r hereby tiubmit speci ir,dicins and e�t�mateti for f��yry.�� -�',� � _ r!( _���,� r � i
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I ��rth �iavments tu be aiade as f2�lirnv� ---------- -------- ---- -- — ----
-�n� ,�lter;ui�in ur�ie�i��ticm ir��m aho�r n��ecifi�.�uon�in�c�hin�r�tra cu�t���-ill Res 'lfully su tut[e
� hr earcuted��nl� �ipun��iittrn ur�ler and��ill he�omr an ratru char`�e�,�et un�l t I
i ihr��.i �h� c.tini;ne All�e�recmrnt,�imungcnt up�,n.tr�l.c< acriden�, ui delav�
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AGCEPTAt�ICE OF PROPOSAL -�
i 'Ih�° ah�,�c �,ncc; speuficaiinn� .uid .�ndrti�n. a�� ,.{tititact�u) :�ncl .�rc K I
ihereh� ,�crepird l�,�i aie aulhurvcd tc��iu thr�<<�rl.ati spcci�led Pa�nienh Si��natUre__ �,�j�Z���-�°n�+�-"`
«ill br madc a�uutlu�cd ebo�e - -
Date of,lcrcptanr�� -- ---------- ---- Signaturc-- �
�-- ------- --- - - - ----�_------------- ----- -----—— ------/
� NCjhly T 3K51)
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �i (�C /[��'i' /�
Date Received: /Q "��"" � �-
s�te: � 2- �y' /�� � ��57�
Permit Type: /��/" fy1C� ��-f'
Approved w/no comments:�I! Approved w/the below comments: ❑ Denied w/the below comments: ❑
�
This comment sheet shall be ke t with the permit and/or plans.
�r ,
� �� �3 ��
Kalvi Swit r—P Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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FL# Tvpe Manufacturer
FL11651.-R1 Revision Guif Coast Supply& Manufacturing, LLC.
History FL#: FL11651.27
f�odel: 29 Ga. Tuff Rib
Description: 29 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 Florida is an AA/EEO empioyer. Copvriaht 2007-2010 State of Florida. :: Privacv Staten
Under Florida law,e-mail addresses are pubiic records. If you do not want your e-mail address relea
send electronic mail to this entity. Instead,contact the of�ce by phone or by traditional mail. If yc
accessibility,please contact our Web Master at webmaster@dt
Product Approval Accepts:
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��� 4 S�f#��'�ll�:�'
S�C�RE!!,�
w,�,.....,..,�... •
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n.tLp://www floridabuild'rug.org/�r/pr_app_lst.aspx 5/I1/2012
35?--�9�-7852 10:59 20 a m. 05-11-201Z Zi5
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L .�
Force�r�.�ineering&Testir��Inc,
79530 Itumb]c�coud Dricc
Humbte,TX 77333
Product Evafuation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
29 Ga. Tuff Rib Roaf Panel over 1x4 U/aod Purlins
�[arida P�°�ducfi Ap�ro�al ;� 1�65�.e27 F�1
Florida E►ailding Code 2010
Per Rule 9N-3
MeEhod:1-0
Category:Roo�ng
Su6category:Meta[Roofing
Compliance Method:9nr-3.00s(1)(aj
IVON HVHZ
Product Manufacturer:
GULF COAST 5UPPLY&MANUFACfURING,LLC.
402a S.W.449`h Street
Horseshoe Beach,Florida 32648
En�ineer Evaluator;
Terrence�.Wolfe,P.E.�#44923
Florida Evaluation ANE ID:1920
Validator:
l.ocke 8owden,P.E.,FLH49704
9450 Atyshury Place
Montgomery,AL 36117
Contents:
Evaluation Report Pages 1-4
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���.� il6si.z�xY February 22, 2012
357-49II-7852 10.59.49 a.m. 05-11-2U12 5/5
G�T-
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Force Eri�inee�i-ii�� �4c Tcstiti�? Inc.
19iiU R.unblc�cood Drire
Hnmblc,TX 7733d
Roof Panel fire Classification: Flre classiflcation is not part ofthis acceptance.
5hear Diaphragm: Shear diaphragm values are outslde the scope of this report.
Design Procedure: eased on the dimensions of the structure,appropriate wind loads are
determined using Chapter 16 of the florida euild(ng Cade 2010 for roof cladding
wind loads.These component wlnd loads for rooFcladding are compared to the
allawable pressure(lsted above.The design professional shalf selectthe
appropriate erectlon detal{s to reference in hls drawings for proper fastener
attachment to his structure and analyze the panei fasteners for pullout and
pullover.Support framing must be in compiiance with Florida Building Code 2010
Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading,
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FL#716Si.z�u� February ��, 2012
10;59'38a.m. 05 11-2012 4/5
352-498-7852
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T'orcc Fn�inee�in�;�: Te�tinb TI1C.
iy5ib Rsvuhlc�rt�ud llrire
kiuniblc,'C7i 77338
Code Compliance: 7he praduct descri6ed herein has demonstrated complian�e with
The Florida 6uilding Code 2010,Section 1504.3.2,1504.7.
Evaluation ReportScope: The product evaluatfon is limited to compllance with the structural wind load
requirements of the Florida 8uilding Code 2010,as relates ta Rule 9N-3.
Perfarmance Standards: The product described herein has demonstrated compliance with:
a UL 580-06-Test for Uplift Resistance of Roof Assemblies
■ UL 1897-04-Uplift Test For Roof Covering Systems
■ FM 4471,Sectfon 5.4-Foot Traffic Resistan�e Test
Reference Data: 1. UL 580-94/1897-96 UptiftTest
Force Engineering&Testing,Inc.(F8C Organlzation�TS'F-5328)
Report No.117-004D7T-�9,Oated 11/16/09
2. FM 4471-95,Sectian 5.4 Foot Traffic Resistance Test
Force Engineering&Testing,(nc.(FBC Organlzation#TST-5328)
Report No.117-0238T-09E,Dated 07J21/2009
3. Certificate af Independence
By Terrence E.Walfe,P.E.(No,44923)@ Force[ngineering&Testing,Inc.
(FBC Organfzation#t ANE ID:1920)
Test Standard Equivalency: 1. The UL 56D-94 test standard(s equivalent ta the UL 580-06 test standard.
2. The UL 1897-98 test standard is equlva{ent tathe UL 1897-04 test standard.
quallty l�ssuran�e Entity: The manufarturer has established�ompllance of roof panel products in
accordance with the Florida Building Code and Rule 9N-3.005(3)for
manuFac[uring under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range: Minimum Slope shali comply with Fiorida Building Code 2010,including Section
1507.A.2 and in accardance with Manufacturers recommendations. For slopes
iess than 3:12,lap sealant must be used in the panel side laps.
installation: Install per manufacturer's recommended detaifs.
UnderlaymenY: Per Manufacturer's installation guidelines per Florida Building Code 201D 5ection
15�7.4.5.
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FL#31651.27 Rl F�bruarv 22. 2012
10�59:28 a.m. 05-11-2012 3/5
35?.-498-7852
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Force En�iiieenng L�:Testzn�Irtc.
79�3U Rumble�tuud Dricc
)�iurn6t�,T7+77338
Campliance Statement: The product as descrlbed (n this report has demonstrated compliance with the
Florida Bu(Iding Code 2010,5ections 1504.3.2,1504.7.
Product Description: TufF Rib,�:"Rlb Koof Panel, Min. 29 Ga.Steel,36"Wide,through fastened roof
panei over 1x4 wood pu�llns over one layer af asphait shingles (optionai} over
min.7/16"058 or 15/32"Plywood de�king.Non-Structu�al Appllcation.
Panel Material/Standards: Material: Minimum 29 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to
Florida Buiiding Code ZD10 Section 1507,4.3. Paint flNsh optfonai.
Yleld Strength: Min.86.0 ksi
Corroslon Resistance:Pane(Material shal!compiy with Fforida 8uilding Code
2010,Section 1507.4.3.
Panel Dimension(sJ: Thl�kness: b.014"mfn.
Width: 35"
Rib Height: �:"major rib at 9"O.C.
Panel Roliformer: MRS Metal Rollforming Systems
Panel Fastener: �9-15 x 1-1/2"HWH Woadgrip with sealing washing or approved equai
/"m}nimum penetration thraugh plywood
Corrosion Resistance:Per Flar(da Building Code 2010,5ection 1506.6,1507.4.4
Substrate Descriptio�: Min.Lc4 No.2 SYP wood purlins aver maximum one layer oF asphalt shingles
(optlonal)over min.7/16"QSB or min.1S/3Z"thick over supports at maximum
24"O.C. The lx4 wood purlins shall be fastened to the wood rafters(24"0 C.
Max�with(2)9 x 2 Y�'Deck 5crews per rafter(Min(mum 17/8"er�6edment Into
wood rafter). Design of lx4 wood purlins,058,plywood and�SB/plywood
supports are outside Yhe scope afthis evaluation. Must be designed In
accordance w/Florida Building Code 2010.
Deslgn UpliFt Pressures:
Table"A"
Maxlmum Tc+tal UpUft Deslgn Pressure• 101.0 psf
FastenerPattern: � 9�'9��'9�"9�
Fastener Spadng: 24"0.[.
'Design Pressure I�cludes a Safety Factor=2.0.
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GR-2 Outside �orner �
The GR-2 Rake and Corner can be used as a � � .
gable trim or a corner for metal-sided buildings. ;._ ., _ _:`,; ��`''_ ""�-
d . ` -.;,^`;�^°� ;�..;�v:=i��a;',..:
As an alternative, the smaller EF-1 or the GR-1 � � � � - _ �,: E' �"`"'''' -
� �� .�.: .. . :--- .?:f^ �.�_., :�::"
,�- F;';� .'-'�; ""?.X:��'*4?"a,;.r;�r K�'= ,a s..
'� !:;i ri-�.;,:. ���'�'s::', e. Y�`�' :tg; }�_ - ::
(both on p. 11)can also used as gable rakes,and the � �``` .�:-'�`:}=��-� -���h�` fr� �
� `., ,_,p'�t ii.' �� �� ie.7_�
PGS(below)or theGR-1 ascorners. � � � ���`'����'� � � ��'
:��
Customizing rakes or corners is often necessary � <� .��;:
due to their landing on a panel rib. Both the GR-2 � �. a`��� �'`�'' '`�-�
� � ���'x� ��� `
s� '1F�="� ia
6..�,::: �;;� � �
and the IS-2 can be ordered as custom trim items � ;;�;�� � :.: ,
::. ..��.,:�� 'S�
by specifying custom dimensions "a" or"b". Be , ::° y� �
sure to take into account the 3/a""head space"when x � � � �.:��:;r',.'�:� . �}�;
�: � i �:,�.... ..�,�...�... � .�.>:�" '&�°:�:�
fi urin custom dimensions. �, � � _ ' ',.�:;�;.:'";�;x�;„��-"'�;�;;:° ,`
g g � } _-�::�```� .
:;�; ,�s.�°� `„��
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I�--3°--►�{ s 'yg`�_".���. �; ��.?.
--,I T 'Y';�;�oCE7.. f J. .., .,t� '.,�':A�
� The PC-5 flat corner
anel� Fi ure 17 When used as cornertrim,the GR-2 straddles the ribs
;,,,,_: ,:/-�:✓p,,`� works best on smaller of�e panels where they meet at the corner of the building. The
3" �'� "`_ •;�;�.-r�_� structures, and where Tuff-Rib outside corner also serves as a gable rake(see below).
� � �"" ' the panels are running
� � outside horizontally. It can be The inside corner (IS-2) has similar dimensions but with a
,J�,,��,closure sealed with outside reverse middle bend.
„ closures.
I� PG5
�:�-���� -- ���-.��:.�_�-�=�v�=�= .� GR-2 Gable Rake
,^ Y T����. l.�;���:� ..
�w..�� _�E��. .
n��°��".`w"�"'"""��'i� �.;�' "�f�
�� � $ 6„
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G R-2 b
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b IS-2
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Figure 18 When used as a gable rake,the GR-2 runs paraliei 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 Tuff-Rib° Rmofing Panels
Fastening Schedule for Various Wind 5peeds—minimum 2:12 roof pitch
��ind �p��d Zan�
7y0 MPH 120 MPH 130 MPN 140 MPH
Roof Fastener Fastener Size Attaching to: On Center On Center On Center On Center
Zone Type Spacing Spacing Spacing Spacing
a�i � C� ,;-�a,:-, ,:<,y.. - ,_ - T:. n, ii=;rs .�
�Y�l.� p- - >.���,_� x�;; :�;.;:;.4 t .
�.r_ 8.. :.niin:15132:' ; ��� ��:�`!t` ,.��2?�=:�:.�:,:�� .�,:� t'�'
;1'.'�,'.' �,� �i:� �.1 :r,.••o-i:'+t�e' :a_%7::;.•:::;: - .'�. ��az,.t.a;a. .�>+�.
Z4� e':`I orx .#9��_15�.�".1/z, ,�~.. --�.�' - - .m�. ,�,;.
r:'`� X�., ��
�::��;:., A'� �: .�:,- �''I� ood�f;,:' ;T .6�;� ..F° =;a,�. �r��,°_ �<1:;:;.:. A�.. �1';�
>�.1lli�o" d �;�p Y�n!',.:. .lY.:� .����., _ N�. �f�
�,..�....: .,..:,, .� •: :< ,.._ . . .�.��-. � ,. -.
WoodgriP� min. 15/32 24�� 24° 24�� �2��*
Zone 2 Woodzac� #9-15 x 1�/z p��ood Type 1 Type 1 Type 1 Type 2
=�;�z�=r.�;._� - �. ;�li; _,;• - - !�°, - ::�: ry :.:a.4 n°rr�K::�.: „; :_.�,.
-.,>.w M�'�:W.::ud ri - - ;��.;;" '.� G.*���"::�:: :,., n �-_
,�:�;y. :�.:�'.,,..�.,P: ;'iri n.'t /32'"'"::��< „�;':.;t�;� _ �.h.. �,. -
'j. l,�.. ::,a;�*�%�s�i.- :�s::,�,`:3�: .'�s�,: VzS:;>. ��4::;;�,s:s:";:�,�;rk�,F.,;;;.
Zo��_'3- •,'�::�:-:;:;.f.tY ��#9=45X�1r�r - ,�,�-�. � .,,,�,.;��� _� =�`.�,-
��- �. �-�-y.. "� �'ood- ,��.<,., xr, �,? r�;> i.�. ,jn�.;��=' ;fi e� .:...
^�� ;;:1No'od�zac 'p YW ;:: _ Tj?I�e,'2',.�� .��.1`�"��;��«�;�5="��',V'�?� .;f Yl?. 2,'°,.
'i':'� '_J.�te` .7.6" i:'`!': ft2": f.
*for 1 x4 purlins, 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 illustration of
. Zone 2 -►I 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
r�of zone the fasteners fali in.
. ....................... .......................,................ . � Each"zone"of the roof has its own
• , a screw requirements. Dimension a is
-:----------------�idg�----------------�- -�- definedasl0%oftheminimumwidth
of the building,or 40%of the mean
height of the roof, whichever is
Zone 1 Gable smaller;however, a cannot be less
than either 4%of the minimum width
..,. ........................................................ ofthebuilding,or3feet.
Eave Ridge
Zone 3 y�
.�- - �.��:
� �,� �ry �enter Y... -�:- -� . L .a . . .���;��;;
ol� r�� � .�f�('-.,`�r i �.y. :�y�'�.'t`' s�%.. ;��'#:�,. .Y� ,:�,,;,
SPa" �,. - � .��;�=�
,
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i
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Figure 7 Screws should be placed on both sides of the ribs at both eave and ridge, Eave
and on the overiap side of any panel laps.
(352) 498-0778 • Toll Free (888) 3g3-0335 • FAX (352) 498-7852
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1'reformed � .
�T�.����
Instail panels 4 to 6"
from diverter �'� �
�
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_ � ��I 1� I panel ,.,.� t-' .�_,:
4'�,� 9„ , ,. .,�:.�..<.:Y_ =�..:.
to �----- .����z=;�s-' :. .
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; Y�`4s#� � ,sy'.
z i 'r ,��r�h.sw:,,::
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�' -.4..
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; •,;y.a-. F;:; _ ,����„_,t:
� �'is -�:�;�<" _ - �f'i�:. ',
PV-1 style � _o_ . .;�vs�°" ' ,^,..;,
� °�:��';'::';�%�`,,x���; .
=:o�_ . . :. - �;:.:;;- �x,.y;3,...:��' �..r:..,;,..
':;��:i';:,,.:>.:{::,`s�4t>`.'"�,. ;Y
' �':• ;���v „�t�.:�t�"j�'�'q'� ,
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"�'��1`^;�,•'•�.. ��,
9`y.�?t:E�a''i?�, s�t` •. � .
style ..���.��t = �� �,��
�i����,-.5
PV 2 , -:`�.`'����k>`�'�;si;�= �y'� ,�,r..:._
!�'t. vX��:�L�i�y,4j^:�'.
�y'J"���T�c c .�;%�:-:4 y-.r
.i {V�`�.,`�l .0_,�,Y
- -��:°:�;i§;"?,��`'` �j4.• :;:�:�y.Y�-.�k:;:�:.
, . ':'Y_n;;::i�'�,�r; '�':d�':>' t;��:,�,
;;:i,:�_ `:.n;y>. fi'E.�,&'.�p5=y:ti�.�,"'q�is' r}'.
Two basic st les of valley are avai a :==4= _ ��=�. =�:�- �`'�'�
Y 1 ble. -����:a��xw� �:�."���;.-
For custom valleys, specify dimension "a" Figure i5 Pre-formed valleys use a diverter to preventwater
from rushing under paneis on the opposite side, while
meanwhife channeling water off the roof. Expanding foam
closures are often used to assure a good seal.
Gulf Coast '1�i.ff-Ftib° SYding :�::
_,. . _ . *�: ,�
-� . .. . . " .i;'K'
4�s"��" •��:,.'4� `' GR-Z�Rake Bz
: L sr �' +`=, �sa .
S` c�'� - - .:•�+'3.,�{�,;- ...::, ;,, r`�.�.:ir
`;:},,_ , ..3. ���+ .Y� ��� Corner'p. 13
."F�� _ '�' ,�`` �v'+�. V �•°'/ ,r'' _
•"`d'` <y'" '.��,,,',��� y, ,'�,�''�`._ ';,��r
<fi.:' �; '_ �`" r�
- _ r. :}. V
,, '4,1 4 . (a'1; _ - -
Drip Ca -�/ �� -
P �
-
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-
-
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r
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.!.
�
14 I 1
�t
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E - Y:Y,,^ , F � ���^i�'
�;�� `� Sliding
�� Door
s.�_*' - - -
/�.p-'.,:,, :�.,- �,-�,. �Y=�-*�• - ,.��;.T _ �.�.
,,��'" -
s�:iTe Cor r
.s>;��� utter
"'' � ,�:.
J-Chaqnel �
.14) _ ! ����;, 5
rn .��.s,��:�,r,� !�, ,�;�
..�R',. - �hy."�u'+al'C:'_�.�.1� w'
_ ,. ,; _ '' �=�.��.•� . 1C�~:�:{
��:��:t' _ �' ::��.� "'
�;_. :��.�
{��t,�= se Drip - �;CQ r: �)
`�� (p. 14) :,��; _ ..
`�;.� � ._ �;��:
,�.
. ,�.,
Figure 16 Common trims associated with Tuff-rib roofing panels
(352) 498-0778 • Toll Free (888) 393-0335 • FAX (352) 498-7852
- 12 -
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� ��If� ��� . j Y 3, . �:�: _��... _ �
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._t.�:-z-�:�:��.«,���
�, -�-�� ����� ;. - . -- a�l Flashing
� _ =�-: ��r:: End-w
_ �:�,:
"� 3� ���' �' ' J is a Ited where the upward
:�� " ��•�,i ��=��. .��;: `i"� End-wall flashing pp
="' ,, �,�>s ; '.:� �..; - ,
' ' ' �' �'�:ti�£ .�r:�'-='_=<:<:�, . `� :
.�`%:' � ��� � -`�. `�":u/�--=< slope of a roof ineets a wall. The wall slde of
:� #`;�,��:,�_.�,�,_,,.},�, ,;,
'��. r ��"� the flashing can be covered with siding or
'-. .x. �;;.: ; ���
' `" `�� °� '� _ �" ' `=> counter-flashing, and outside closures are
- �:� ��''����- necessary to seal
� a `_ -' ��"� caulk(Solar SeaP b e t w e e n t h e
, -#,�'�.''°��;�
� - ,�w, �, recommended)
�;:-=.�� e x T flashing and the
` °, �,.� �caulk edge(order EW-iGy
- � � ;� ;3��� (used if endwall not panel.Roof slope
r.
� �• �'� ���'"��' ' covered b
, t.�i�W�':' • � , � ;;���r-, ysiding) s h o u 1 d b e
,�,., •r$r;^x�:�'�'�i:.ti;.,�..� ^„, :'�,� `: :�
��" r --� �`�� `�> ~.�;t;� mentioned if roof
:t�fk'� ;—r�a
- -?>*::;;`�,. �s_�+�.e� �`�.,:�� ;,�.�� �,� 1
. �- ;;;.;;; 3/��,� exceeds 5/12
- �`="``'• pitch.
- _ K.� _ ;:�:x
_ ,;y': ��:ir.';:�
'�::�'i�ti,,,.
Figure il ♦As with 'the ridge cap, the ENDWALL <:�;,,.
.``;�:z,._:.� .. a �1
FLASHING above is sealed using outside closures. , , � n�
� EW-1 Stepped E�r_2 Hemmed
Use E W 2 hemmed endwall when cornering endwalls with sidewall b Endwall � Endwall
flashing,such as with dormers or chimneys. � ��
For custom end-watls, specify roof pitch and dimensions"a"an d"b". a� � �a a–4'/i'
� b=3"
. . ' "��¢�� : ..;<.':
n Flashin ��}F� . � ��� : - - = . -
rI'ransltlo -�,d,�,k ����a= .�,:�- ,
� � _.r"'G'ki`'�Vn�,. '1 dk.�' �?:::'c:::
i SHING � �:� �!� ,:i.w; .
revents '�`� � �
}��.•�"t:<:.-
The TRAI�.SITION PLA p ,{r:��_:���.._�, - -
�� I,-� �:.F'r .�' : •
leakage at fhe point where two different roof :{ _�' • _ ::,' :
: y` .�..` �-
' .•:'Y.. :i'.1 J.� >. �i.K�� y
e lower �4
pitches meet. It must be sealed on th ,.�.':;�`� - :��:. � `���`, ,,:.;:��;�.'�
and can be sealed �"'`�'��� '�°� ��� '
side with outside closures, - -:_: -. - �� ,.���,_ xF�: .�f� `"`
^�'�r-F,*.x::'n n :TSRy'�-"� ♦ T r.
underneath the upper panels with inside _- -��;s� '''ti"'._ ��. :;.=c
:���;,.:��.�;M..�
:si�r� >
closures. The similar GAMBREL - ,;�3�s,,;:,x�,: �;a;!:;' `�::; -_ r . � _ kr�;
, •"-.�JV`-`- );i:y' �t,z r. ,'h� ��t,'�,� �:i.,^;
the lower itch is �':��;""� `��',�^`�=; '�. �`- � �'� ,`��� '�.
FLASHING is used where p „ °>�;u ts;�;:,� �k;�;��-. -���'��'�3:'��
-:_'°;:�* ;,. u�,.:�;.x....-..
•�?�"-` a?�;^�iriY: .f�l'?�'i.'. ^�y. .T.• ��_re:=.;,.,
steeper than the upper. � �•:.:3":-�;'�` _`'`.i' _ �� :,*'`.t.,`:.�:r:
�,.�_, ,r°�::
..� � �. M1,y,.
�. ,5;;� •`'....�r,��;.
�� , _ "�' . .r.,;;:y�:,:.�'�.r,
� :i:.' .y,i'' .,. , =;.':....s.
6'�,, �e �.;,;_' •;� ,: _ - ;�::�,,..�;:
TF-1 Transition Flashing �' � �_:_�"`" �``;';�:` :'�`�"�' � .•�
•� �.:::.__:�� -=:a ; �
M/ '' ,-a.',�' _ ^.�bE'.i.:e�:y
closure 6���� .t,. `'w"; 's�;'_ ;:z���_;_�;' _.,1:�, ;:
2 :.���..:° �Y�;-� �
'� ;;r�.:,t�;� ., -' , . .
.:�' �
i .:t;Gu ,� : "
4 _ `.�,iM � ' g���
FF.
- - -" "s ,�'= . �?�.�-�':a r
_ �1 _ a��*,:._" ;� ;,�`.
.f +�;,,..- :�:s,::
� .m � b '� ^�i?::i�?��� .�,,�-.
�',�
"ro•".
�.—a� Figure i2 The transition flashing !r,«°�i�;k;>�.
(abovej and the GF-1 gambrei ����—
;s��.�a�;,
flashing (right) provide a ;;:..�:x:;
continuous drainage where two �:�'�
For custom transition flashing specify the pitches slo es meet. Both seal with
of the two roof slopes and,if necessary,dimensions outside closures on the�ower side.
«a„�d«b„
(352} 498-0778 • Toll Free (888) 393-0335 • FAX (352) 498-7852
- lo -
� �� . r p5`.Y,� 'S:y' .•� �j A
lalf ���� ��'��; ������� �' �r��1
�,_.
� . ._ ��._....r:r.:�¢:��.�.-
. �:`=_--- _-:��=,�;;----,. - -T:�
� Ridge Cap �--�--.;��=-.�-_��,-,� , � ��� ;;;�
�.;��
��::_ ,� / ! � :;,
- - - � �:,�,�����
The l�idge Cap is used to seal the point at -- - _ - -- J� � /
--= .- '�• ;.��
which two upward slopes meet. This can -_ �'�_�°:-�,;.5."=�'� ::�.:h-°>=` �`� '��
_ ,;>>�.-" y -�..�, �` ,."`;:;�. _ .
be both along the ridge of the roof as well - "•�` s: � _
as a covering for a hip. Either woodgrip YY�°� �`��" :�� �•.��
or self-drilling lap TEK screw �y��' �'�`�� � 1 •
,1;,;y. ;9..
s are ;:�:-,,��;�„���"� s,;,� '
:�;,,:;�.�.��> : :�
applied thxough the ribs of the metal. _�°�'`- „�';' °� ,��.._�w� �, ��,' -k
K V i F�
Since debris, insects, and blowing ���,,�.,_ry F'�,k,,;,:� . � ` "
. . •iw;;fi.,.x.p..,,•.Y+.: ei?.. - ;:.t?"-',_:
J�:
�� .
tr'» L'Y . ,
:y'
�:�'
..S.x.n
rain can find easy access under the ridge .�.��<,����::,,A.;.:...--� .
..,_.���; :. '-':�°;::�_ �,
cap, closures are required to either - -° �r�: ., 4:= _
�'.,� 'k:r. ., ����.i. nY.t:,�
completely or partially seal the opening. �� u-�=�=-F =�.� :� • . "{` ',� � ,
I �C�.ti h
Closures under ridge caps come in 3 L `=�x`- ``�� - _ �'"
.
types: solid,vented,and hip tape. Figure 9�Ridge cap showing outside closure(feft)and profile vent
Solid 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.
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 �Y-•'-
��.
attic,and is superior to many more elaborate and expensive vent systems. �:-==�� -�:"�
Any lengCh 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 rolls. I p� :�
Because it must be conformed to the rise and fall of the panel ridges, ;:. - , ,� ' t � {�
a� roximatel 10% extra ma be needed be ond the len th of the hi ���"-� ��'�{�'#���� `'��`�
1 � Y Y Y � P ���• �:,:;.;...,:��,,
r.h:N'k':}:. ;,�;�T .,.E.sv,,...`�Y,3�,�'`A x���H
being covered. � "5����
,. _
Figure 10 Pipe Boots provide a
Profile Vent� Water-tight seal around roof
Outside 6„ vents and come in a variety of
c1oSUTe or Versa-Vent� sizes. They seal with caulk and
conform to the shape of the
-"'� panel ribs.
� -
�an�4��-� � o ::y�z`.:r�
,;.�`Lap or 2'/z"VJoodgnp��
screw required
RC-2 Standard 12-inch Ridge Caps
are strong,economical and adequate for most of your roofing needs I
a/
6 �� �
\ RC-2 style over-sizec�ridge caps
are available with 18-inch coverage,or as a custom 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 22-,and 24-inch
(352) 498-0778 � Toll Free (888) 393-0335 • FAX (352) 498-7852
- 9 -
� ii l �-.F ;; y�Y3 r4 B
� � Gulf��a�� . :-�i��. -��. �:�������� �r�n
�� �� ���..
' . _. '. .. _,._.1...13�rr3'.K_'-S:`aU�.�:'.�m.3`°" ����.y
Gable Flashing _ - , _ � � ,
��_ �„ _�� � ��,
Butyl tape = -
� 3/4" -t4;� _ _ '
ts ,��'�`�}n� ' ��;�::r�,,.��,.:>� �
..-y?';;,���iY' 1�4yN.� �.:� ::�t_K�.:;'�f�:�.,�.
�.:``�.�:'__ . v �:i.�-.'-..:` '.. . j.:y: _ .
�:�:�.:�. 3�� �.:t.,�.,r::�r.. ::�:,.,
�-:;� �.
' �� ^.tr*'-;;� ' :K� r4.6'�M.
�. . ';��k�t�.RY �y, '. .��1.:'.:: " .:, ��.\�� � .
`,`?`�,.tiy ..._.. - •`+;`.
, �.��'`��� �'' :;�: 4\�.v .. �
.";:: ,�-�.�,. x;.�\'',a ��
��; :���\==�-
�,. � � ��.:. ��':: ..:,:�.
'ri`,'}� ��\�� ::���:.� �.,,��
- . ��.�\�.11 � :;;�`' �
�;:
" '`� '.11`1�� i t;•;�ti�a
h"�' •�� ��''� �:.�..;.:-.
EF-1 stYle ,�ii6° ���i����+� �`� `�
��:,=,:
Custom trim—s ecif a custom � ',' ;', ;' �
�- =
P Y ,.—a___,i ':!��`ii�;!..'; _,:: � �
length for a or b. �
Standard dimensions — a—3�� Vew o EP-1 able trim ascia board removed
b—3" � Figure i3 Gable flashing is used to trim the edge of the
roofing panel at the gable 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�fi the panei is ailowed 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" -� panel eliminates leaks.
b -2�'g��
� � i
I
� � ���__ � Sid�=wall �'la�hing
.•�'"' ,,Y�^ s ` ` � � k a_3";�'€�;
r�.;� - : �', ):. iT J��!:�d;:�,.''`•:.',`�.
���,:;�,:� �. . - ;;'c 5�., ^'n-`r„�
=k=-;e,. . ., ''iirt.- 'T�
~'��'r�`�"�"`� =���� - caulk(So1ar SeaP recommended)
n�;.���� {'';����` ,:.:�f�� /
:�� '�''� r caulk edge(order SW-1G7
"`�`"" .��" � (used if sidewall not
"'����� ���� covered by siding)
`"';�,� ,� ' :,
.� „. .,�:i:a'
;:�,;,�'' ,�%`.i -y��-.:���g�
� , : �:.,;�; �--�3��-
;��'��" Butyi tape
r
;s��,
_.�4 3/4��
f:�r;�•- �==:;.. _ r:� .y� ' ' �i�
��mJ� .'.Y.'' si�t�r�;':�'��%'s:_ . ,.f,3�a:� ' � I ,
a .s.< _ ";y iA9 i I II�
:�:; -_ ".��'� a�- y,•_ ',.a_ �x` I ,.
' _- _ �:�; - Fp I '���?,'
:Ke�':t _ . �:,;���:'J`�::�n).:il �^'•. wi�Z.�. " ' � . -
. ��`4.' f.O�.SNN{YfNµJfYPiW _ /IL�� �'!�^ .'pr;�, '.�`•�
�'=mi:,'i"'i`�i: .. '.. . �}_:;i��y,.r � t 'y::?�i'ti'_n'.
Figure 14 Sidewall flashing is applied when the side of the Sw_1 '` -4;�'��• �;�.�"�- _--•.' �
,;,;, ,;,,;,,,,�.>..:�x.,. �. ,.�,:--��:....
roo#��ttts up aga�nst an adjacent wall. The wall-side of the `�`�'-' •- � � _
flashing can either be covered over with siding or sealed Custam trirn=specify a�istom
with caulk (order SW-1 C). Butyl tape should be applied length for a or b. 1 ��I
where the"foot"of the ffashing attaches to the roof. Standard dimensions — a=3" —
b =3"
(352) 498-a778 � To(I Free (888) 393-0335 � FAX (352) 498-7852
- 11 -
' � u� , �A, r�"�.'v,' 'y ° �
" � ��alf �►��t � ,-- . �:�_��� ���. ���� �r��
, .�. � ..,:�����.���
� _ z� ,:..._�. , .��.�,.�,�.1 �.:�=; � Eave Drip
� ���� ����;.. �� ����
.;��: � ,. ���- �,.
�K:� ��. F
- - - . _ �`,, , � . ';�. .L�. - �, � �'a����
- .. - -. �,��� - :"., ,3- �.:s
,� ' �•� �.:, \Y?'> ,�'=z:�-.
�
� '-
�;;�� 3�r_/
��e3 . �� �� �'����'l``
.
_. ..�v..... {'f.���_.._.._.. ...._.�-... __ Y�
��� , '`
.?:�hy '- _ �,�S� -`��` �
=1,,e, L�1`'�.C' . �� .
-' �''�� ." �": FHA Style ED-3 Style 2�'g"
�z . s �:�, ,.,.:��:.:
• N_�y<;, f�F:� ::a...: _.::�,�r::r„�t--.,;;�.,; Eave drip Eave drip
�=f � •'�°;.�° '�� {.- �;;;�=':�.:r;�; ;��:c..;:
�k.i1�y�:>':`;-'``F�,�;'3�.:FT•r+.':J..
4.' ' +e3.. _ ' - -
�`:1�! �} .. .. . _- _-. , . . , :.. , ; y
7/16'
Q� .,�_ �;� � ..:� ,. . .__.��. �
W--b—rl
� For custom eave drip,specify the
Eave drip g
13crve drip iH�ith fascin and inside r.losure � 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 well as providing protection for the � steeper roofs,specify pitch . If
materials they cover.The eave drip should completely cover the Fpsc�a 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. --►� b�--- hidden by the eave drip.
Sur����7�r�� c�f�tc�c� rI'��a��s and�'lasl�ig�g�
item s eeial order in ormution
Ridge caps(RC-2) specify pitch if less than 3f12 or greater than 6/12. Also available in
Iarger widths. Closures recommended.
Eave drip(FHA, ED-3) 2 comn�on styles. FHA style is pre-pitched for 3/12 to 6/1�roofs, For
appearance or ease of application, order by either specific pitch or as
gable trim (90°).
Uable flashi��gs k2esident'ra� (EF-1),large�C-�-2}, and sn�all(GR-1) z�akes availabie. Use
butyl sealant between rake and panel.
Vatleys(PV•1) specify pitch if greater than 7/12. 5eal with universal foam closure
material. Open-hemmed vaileys(PV-2) aid water-tightness.
Sidewall(SW-1) IJse butyl sealant between sidewall tlashing and panel.
Endwall (EW-1) 5pecify pitch if greater than 5/12.Seal with outside closures.
'I�ansition ftashing �� Specify pitches of both'roofs.-��al low�r$lope using ou�i�Ie clasures and, -
if desired,inside closures on upper slope. �
(352) 498-0778 • Toll Free (888} 393-0335 • FAX (352) 498-7852
- 8 -
. � � . . ��,v��r�
� �
consuiting eng+r.eers
�tlr. D��st(n 8aker October 2�,201;
Gulf Caasf supply& M�nufacturin��, LL.C.
4�20 S.VV. �49`"St.
Horsesh�e Beach, �lorida 3264$
Dear Dustin,
The purpose of this corrE:spandence is ta address request�d sup�lemsntal detaif change for
product approva! FL11 B;i�i and ass�ciated gable edge flashing. in our best engine�r3ng
.�udgment the attached dE�tail shcwinc� ED-3 style eave flashing at rake edga with maximum
panel averhang af 2" anc( #� tek scr���uvs from panei to roat edge �amplies �vi!h seid product
approval design wind ores�suras and a;asociated Flarida Building code requirem�nts.
We tn.ist this corresponde�n �de►quately addres�es khe r�quesied detail change, I#you have
any questiQns in�egat�l�fb��i���ddP,e�p�mdence, �lease feel fr�e ta c��ntaet me direr,tiy_
♦ f
`� a�,.scHoN,t y °�
Since efY� 1 ��`��•���Ef�������� �i
. �
t
� � No.63131 r,
� �9�' ' '* ; "*=
r �'TA7E l�F ' �
� ' �:(Gt;laP'• �k�� e
. a.o�:• . . •� �.� �w�
David Schona e �! 'sE"M�a�'�C����1�
�t,�t 1 I11���
En�l: Ea��e flas �ng dat�il.
�i-�ss�ai
?G45�. Hrar�c3on Blvd.•drand�:,FC�rida 335:1
(8��3) b:i5-2884��Fax(�i 31 655•2885 •ww�,v.avanll�arn�.a.com
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