HomeMy WebLinkAbout12-13508 CITY OF ZEPHYRHILLS
5335-8TH STREET /f
� �ais��8o-oozo 13508
BUILDING PERMIT
Permit Number: 13508 Address: 39039 CARDINAL AVE
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: EASY ACRES
Est. Value: Parcel Number: 13-26-21-0100-00000-0100
Improv. Cost: 6,034.00
Date Issued: 10/12/2012 Name: DAVISON, MICHELLE
Total Fees: 105.00 Address: 39039 CARDINAL AVE
Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542
Date Paid: 10/12/2012 Phone: (813)312-6699
Work Desc: REROOF METAL OVER SHINGLE
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TAPE JOINTS ROOF INSP
FINAL��7 7"�Zr
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 wrrections 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 re�rd a notice of wmmencement 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 wmmencement."
Complete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance 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
� ,A��,_, Sw�J- P a 1D �6 ��oo Lo�r o
.o�3�-a p� gs" S�H Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllll
2012167198
Permil No. Parcel ID No
NOTICE OF COMMENCEM T
State of �N [LL�°�' County of_ 4.Q�'-'�
THE UNDERSIONEO hereby glves notice that improvement wlll be made to certain real properh/,and in accordance Netlh Chapter 713.Florida S�atutes,
the following Infortnatlon fs provided in lhia NoGx of Commencement:
t. DesaiptionofProperly: ParcelldentifleaUOnNo. �2 " "����� ���'����
� a � Z�
Sheat Address: c� ��7 � -��
2. General Descriptlon of Improvement ••—
3. Owner Information o^r Leasee iniortnation it the Lessee contracted for the impra rwrent: —
/�'�ic���e lI���SD� — -- .� _
��34
Address � C�ry Sj35'¢'L
Interest In Property: ��tx��
Name of Fee Simple TiUeholder
(If diiferent from Owner listed above)
Address City State
ContraUOr {�
� Z���a e✓"!D.a12_ d l'R- _- �_:-��.=�. " --
Address /�- }� U�y St te
ConUactora Tdephone No.. ��Z�1��"� 3 ( �SZ�
5. Surery: ._--- -----•- -------,—___ -------------
Neme -
� Fc;�>.:i466j+25 rZee: 10.r�1i
Address ----� ••'tY,�e: t.¢a I7: 0.00
Amount of BorA: 5_ —�..—_ ' L.��.�i:i 3/12 �. �na!�� pply C:�rrk
6. LenAer: ,^____ -- �----
Nertl� � pRULN S G'NEII�Ph�PQ�CC C�ERK a GCMPffaOILE�-
AAdress �,�,10/03/12 gj}�w7 1PG�f2�7J
OR BK «, (
l.ender's Telephona No. - �
7 Persona within the Slate o/Ftorida designated by the ovme•upon whom notirr.s or other documents may be sen�ed as prodded by
Sedion 713.13(S)(a)(7),Florida Slatutes:
Name
— �;p� State
Address _
Te:r.;hor.e Number cf Designatrd°en��: _ _.r_— -- --—
8. In addilion to himself,the o�•rn^r desigr•atae ___.�___..—._._ _ ---_..—°t---
to recr.hre a c���r ct�Ln 1 i„��or_No't�e a:,arovio:.�pi f,;ct'.���?13.13(1);b),Glurdx Statutes.
Telea��onx Nxnb^r ot Penon or EnUry DeMgnated by�mer _-- -.__.__.._ . _ ---.--.,- . • --� '"�------.
9. Expir�hon C,:te oi;de!ice uf Comr.iercemeM(the expirafion c:ate�,iay m!„ � ' v����.ii6l�ilC.:9 .�,•15:�JGi:r�an�,� „�.��c.:r;��:`�r
centrector,bul wifi br.anu year from the laEe W record�ng ur.les•s d'tten r�:.4 te ts e. �,,,u::): _�_,_��_ _,
WARNING TO Q'NNER: ANY PAYA!CNTS MADE 9Y TIiF UWNER A°T?Q ��'F FXP�:2�"iiON CF iriE fvlJTiCE GF C+)�'�,1�NC�6IEMT
ARE CONS'.DER[6 iMPf2GFER r AYMENTS UNDER CFiAPTSR i17.. Ff-!:l'i. SECTiGN 7t�.i3. F'LQRiD:1 STAfI.T•_5. AiJD CAN
RES�JIT IN YOUR PAYiNG TNCE FUR IMPROVEMENTS TU YOUR �'RC�'�f��Y h �+:.+�IL'� GF t'OMMEP:C��«:.JT hAUS'� �iE
RE�GRDED ANn POSTED ON THE JOH SITE BEfORE TH[FIRST INSPE�;iION. Ir YOU INi;:NU Tc;OBTAIN FINAtiC;�aG,CONSI:LT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING'.VORX L�.^.L[CCF.DWG Y(�UF�JOiICE OF COM�AENCEtdEtJ7
Urxler penalty of par�ury,I declare lhat I fiave read Ihe foregang notice ot c encement and tha[tlir.tacts slated therein are irue to the be�t
ol my knovuledge end be6o(.
STATE OF FLORIDA
COUNTY OF PASCO ��� — —
i u 1 er:,�I_essee,a Owner's or Lessee's Authorized
�ly Pl�'ti��F�� OfflcedDireUudPe�inedManager
Ny Cofin�ssion E�piree No�vember 30,2013
�J�,NQ,��,Q Signatory's TitlE/0(fice . 1
7:ic frreqe:ng instrument�ies n:knowledgPd�c'or�rt:e thia�day o(_L��� 2)(?7/.r�1'-'-�~.0 1;e �^.SO N
Ac -_'--'----v�_-... •: �'••.ie'u(a�.U�..iv,� n.,��%'/�.hus.a\.. •.a���eyinf;.,i�for
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wpdala/bcs/nolicecommencement�c053048
STATE C1F �rLORIDA,COUNTY OF PASCO ��1f��CL4(
THIS IS TQ CERTIFY 7HAT THE FOREGOING IS A �,'C • • . �'�.Q�
TRUE AND CORRECT COF'Y OF 7HE DOCUMENT g , G
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE , �
�v1 NESS MY HAND AND �FICIAL SEALTHIS � • In���e7�t : *
��_DAY OF � 2� * � .
� �
PAU S O'N L, CLERK COMPTROLLER � . �
BY �� pEpUTY CLERK * �, 188j *
��OF FLO�P
PROPOSAL Page# of pages
Proposal Submitted To: ,� Job Name Job#
" t �' '` a , c �-
Address � "; Job Locatio❑
'1.., ° ,�'...e,��.,
,;1 r!' "��;:,,; .. " F Date ,t Date of Plans
'f?'.,,�'.:.a�� t .�.; -l' . 4
Phone# � Fax#1 ,
, Architect
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WeherebysubmitsQecificationsandestimatesfor: �``:%r �,.� �_�k��� ____t-.,;.;_ ,�s.�,,.:- - ' ' -i,.��-;. ..�7,i-J.� � � ��
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We propose hereby to furnish material and labor-complete in accordance with the above speci6catiops for the sum pf: � ,,"�, "t' ' `
� ? , -�?r" d t�. `° -', s, i .;,;� �„��,� �� Dollars
_ i: -
wrth payments to be made as follows: �;!��` <�.� w-<� � ° " .L , �.r _��
`'1 ,�y� s
Any<ilteration or deviation from above specihcations involving extra costs will Respectfully submitted;
be eaecuted only upon written urder,and will become an extra cha�ge over and
above the estimate All agreements contingent upon strikes,accidents,or delays - •j` R � '
beyond uur controt
Note-this proposel may be withdrawn by us if not accepted rvithin_ �1ys.
ACCEPTANCE OF PROPOSAL! �
The above prices, specifications and conditions are satisfactory and are Nf % � � .
hereby accepted. You are authorized to do the work as s ecified. P1 ments '�'•�$ �� �'
P Y Signature��-,:�,� �
will be made as oudined above. , � .-.-
Date of Accep[ance�=_' ; �" ' �
� , — - 5ignature
A-NC3A 19/T-�850
°�"-��""""�u C:ity ot Lephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received �y ���
` �-- Phone Contact for Permittin 'S�� _
Owners Name %`�l �C e 1 2 � v�S'� n� Owner Phone Number �S� 3 -3r 2 - ��(�ct�
O�nrner's Address 3 I p 3� eG ''� Owner Phone Number
Fee Simple Titleholder Name - - � Owner Phone Number
Fee Simple Titieholder Address ---_.`
JOB ADDRESS LOT#� ��
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
IMORK PROP03ED NEW CONSTR ADD/ALT �, SIGN Q Q DEMOLISH
INSTALL B REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION [� BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK � �
BUILDING SIZE 3Q FOOTAGE o�� ` HEIGHT
C]BUILDING S .y VALUATION OF TOTAL CONSTRUCTION
��
QELECTRICAL a AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
OPLUMBING a
� �35°�
QMECHANICAL a VALUATION OF MECHANICAL INSTALLATION �
QGAS Q ROOFING � SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREP Y/N
Address License# �1
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREP Y/N
Address Ucense# r-
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER " ����� Q�% COMPANY +
SIGNATURE REGISTERED Y/ N FEE CURRE Y
Address o � ,� . License# �.�C -l�S Z
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construction,
Minimum ten(10)working days aRer submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary FaGlitles 8 1 dumpster;Site Work Permit for subdivislonsAarge 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 aRer submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8�1 dumpster.Site Work Pe►mit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Eng(neered Plans.
••'"PROPERTY SURVEY required for all NEW constructlon.
Directions:
Fili out appl(cation completely.
Owner&Contractor sign back of applicatlon,notarized
If over i2S00,a Notice of Commencement is required. (A/C upgrades over i7500)
'" Agent(for the contractor)or Power of Attomey(for the owner)would be someone wtth notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Appllcatlon Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Oriveways-Not over Counter if on pubiic roadways..needs ROW �
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"resCrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
appiicable deed rest�ictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to unde�take work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemyanpoP y iolation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements ma a I for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Fu�thermore, 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 entiNed to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understan s
that Transportation Impact Fees and Recourse Recovery Fees may appiy to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
9o-O7, 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 Transpo�tation 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 cert�cate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer 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): lf 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 Depa�tment 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'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
construclion, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Waslewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Alte�ing
Watercou�ses.
- Army Corps of E�gineers-Seawalls, Docks, Navigable Watervvays.
- Department of Health & Rehabititative Services/Environmental Fiealth Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
Fede�al 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 expressty permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adJacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGEN7 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 installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such pe�mit 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 pe�iod 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 FINANCINT, CONSUL7
W17H YOUR ENOER R AN ATTO N Y B F E E ORD G Y U O
FLORIDA JURAT(F.S. 117.03) °
OWNER OR AGENT CONTRACTOR �
Subscribed and swom to(or afflrmed)before me thls Subs ed and swo or aflir ed me s ��
bY �o�by� �
Who islare personally known to me or has/have produced V' o Islare person� nown to me or h slt�ave produced
as IdentlficaBon. - /-� as(dentlficadon.
1 � �
Notary Public �� Notary Public
Commission No. Commissfo
;:�1 �� Commission�UWD
Name of Natary typed,printed or stamped Name of ,2016
ThruTrcy fan Ir��Spp.�7019
Pasco County Parcel: 13-26-21-0100-00000-0100 001 Page 1 of 2
Data Current as of: Weekly Archive - Saturday, September 29, 2012
Parcel ID 13-26-21-0100-00000-0100 (Card: 001 of 001)
Classification 01 - Single Family
Mailing Address Property Value
DAVISON MICHELLE L Ag Land �p
39039 CARDINAL AVE Land $14,400
ZEPHYRHILLS FL 33542-2208 Building $56,296
Physical Address Extra Features $8,026
39039 CARDINAL AVE
ZEPHYRHILLS FL 33542-2208 lust Value $78,722
Assessed (Save Our Homes) $78,722
Leaal Descri ta ion (First 4 Lines) Homestead 196.031 - $25,000
See Plat for this Subdivision Non-School Additional Homestead Exemption - $25,000
EASY ACRES SUB Non-School Taxable Value $28,722
PB 10 PG 100 LOT 10 School District Taxable Value ;53,722
OR 6382 PG 85 Warning: A significant taxable value increase may occur when sold.
Click here for details and info. regarding the posting of exemptions.
Land Detail (Card: 001 of 001)
�Lii e 0100 De SFRtion ZOOR3g 8 00 00 Type Price Condition Value
� $1.80 1.00 $14,400
Additional Land Information
Acres 0.18 Tax Area ZH FEMA Code �Residential Code ZHLALP6
Buildina Information - Use O1 - Single Family Residential (Card: 001 of 001)
Year Built 1973 Stories 1.0
Exterior Wall i Concrete or Cinder Block E�cterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
interior Wall 1 Drywall Interior Wall 2 None
Flooring i Carpet Flooring 2 None
Fuel Electric Heat Forced Air- Ducted
A/C Central Baths 1.5
Line Description Sq. Feet Repl. Cost New
1 BAS 1,678 $70,140
2 F(�P 96 $1,003
r-3—� I�ST 120 $2,006
4 � 200 $2,926
Extra Features (Card: 001 of 001)
Line Description Year Units Value
1 DWC 1973 304 $239
2 LF N E 1992 576 $203
3 P L- 1989 300 $3,600
4 CO L DK 1989 400 $996
�— 5 PV F F 2007 1,140 $1,311
6 �DU-M 1995 1 $1,118
7 OC N PTO 2002 298 $559
Sales History
Previous Owner WELLS CHERYL A
n.,.. �--
Month/Year Book/Page �---
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2012167198
Permit No. Parcel ID No
NOTICE OF COMMENCEM�T
State of��U County of QrQ�-�
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accorda�ce with Chapter 713,Florida Statutes,
the following information is provided in this Notice of Commencement:
1. DescriptionofProperty: ParcelldentificatlonNo. ip - '� ( d�"' �f7f�lOf�— O/00
�
Street Address:
2. General Description of Improvement
3. Owner Information or Lessee information if the Lessee contracted for the improvement:
ce.he� e J� D/N
Name _
Address City s3t35�Z
�nterest in Property ���-Q�
Name M Fae Slmple TlUaholder:
, (If different from Owner listed above) `•Y�••
Address cx Ciry State
Contractor.
��7�i�b a�a�_ ��-
Address p 'r /� City � St te
Contractor's Telephone No.: O�� �� 't'� '�J 3� �S Z�
5. Surety
Name
R�opt:146S426 Rcc: 10.00
Address �'d$; 0.00 IT: 0.00
AmountofBond: S Tele10/03/12 C. Cook, Dply Clerk
6. Lender:
Name
pqULR S 0'NEIL,Ph D PRSCO CLOf 1 COMPTROLLE -
Address Cit10�R3BK ��1�� 1pG 27�3
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•
Seclion 713.13(1)(a)(7),Fiorida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates af
to receive a copy of the Lienors 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):
WARNINd TO OWNER: ANY PAYMENT3 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 NVICE 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 perjury,1 deGare that I have read the foregoing notice of co encement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA `
COUNTY OF PASCO $Hq�y�pp�q� �
i u f er or Lessee,or Owner's or Lessee's Authorized
�PI�,�Of F�II�B Offlcer/DirectodPartnedManager
My Corrimission Exp�es Noarernber 34,2013
Ci0111.N0. �3�J� Signatory's Title/Office �
The foregoing instrument was acknowledged before me this d� day ot��,20��S-by / �1 C.1.. '� ,��LSU N
as pe of a thority,e.g.,o ,trus e,attorney in fact)for
e of n behalFof om st men w xecuted).
Personally Known��R Proc�,uced Identification❑ �' Notary Signature
Type of Identification Produced � Name(Print) R N''�
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STATE OF FLORIQA,COUN�'�1'OF PA3C0 ��� � • G��
THIS IS TL CERTIFY THAT THE FQREGQ�NC���A ' ,
TRUE AND CORREC7 CQPY 0�7HE DQCUMENT � , �
ON FILE OR 0� PUBI.IC RECORD IN TI�iS OFFICE � •
WITN S MY HAND ND OFFICIAL SEALTHIS �
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DAY OF � � '
;�A A S O'NEIL,CL R &COMPTROLLER *' � f
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Con rlHomeowner: ,
Date Received: j� -° �'�
site: ���� �r��a�' `.
Permit Type: -
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Approved w/no comments: Approved w/the b comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be t with the pennit and/or plans.
_ —
Kalvin S 'tzer—Plan 'ner Date Contractor and/or Homeowner
(Required when comments are present)
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FL# Tvpe Manufacturer
FL1165_1..-R1. Revision Guif Coast Supply & Manufacturing, LLC.
H.istory_ FL#: FL11651.27
Model: 29 Ga. Tuff Rib
Description: 29 Ga. Tuff Rib Roof Panel over 1x4 Woo
Category: Roofing
Subcategory: Metal Roofing
*Approved by DBPR.Approvals 6y DBPR shall be reviewed and ratified by the POC and/or the Comm(s
Contact Us :: 1940 North Monroe Street.Tailahassee FL 32399 Pho
The State of Florida is an AA/EEO employer. Co�vriqht 2007-2010 State of Florida :: Privacv Staterr
Under Florida law,e-mail addresses are public records. If you do not want your e-mail address relea
send electronic mail to this entity. Instead, contact the office by phone or by traditional maii. If yc
accessibility, piease contact our Web Master at webmasterCa�dt
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nttp:/%w�Nw.flaridabuilding.org/pr/pr_app_lst.aspx 5/11/2012
35.7.—�98-7852 10:59:20 a.m. 05-11-2012 2/5
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Force Engineering&Testin�Inc.
]9530 Rumblc�coad Drivc
Hurriblr,TX 77333
• Product Evafuation Report
GUtF COAST SUPPLY& MANUFACTURING, LLC.
Z9 Go. Tuff Rib Roof Panel over 1x4 INood Purlins
Florida Product Appraval # 1165�..27 R1
Flo�ida Building Code 2010
Per Rule 9N-3
Method:l-0
Category:Roofing
Subcategory:Metal Roofing
Compliance Method:91V-3.005(1)(d)
NON HVHZ
Product Manufacturer:
GULF COAST 5UPPLY&MANUFACTURING,tLC.
4020 S.W.449`h Street
Horseshoe Beach,Florida 32648
Ensineer Evaluator:
Terrence E.Wolfe,P.E.#94923
Ftorida Evafuation ANE ID:1920
Vatidator:
Locke Bowden,P.E.,FL ft49704
9450 Alysbury Place
Montgomery,AL 36117
Contents:
Evaluation Repon Pages 1-4
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FLORI� ��•
sm.orr�a. *, f,;•, •�'�y,�
:°n `,'l�;a ri i���',,``
r�,� ii6s�.27 RI February 22, 2012
352-49ff-7852 10:59:49a.m. 05-11-2012 5!5
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Porce Erzgineei-in�& Tesring Inc.
1953D R:unbic�rood Dri�'e
Hnmblc,TX 77338
Roof Panel Fire Classification: Fire classiflcation is not part of this acceptance.
Shear Diaphragm: Shear diaphragm vafues are auts(de the scope of this report.
Design Procedure: eased on the dimensions of the structure,appropriate wind loads are
determined using Chapter 16 af the Florida Huilding Code 201D for roof cladding
wind loads.These component wind loads for rooF cladding are compared to the
allowable pressure Iisted abave.The design professional shal!select the
appropriate erection details to reference in his drawings for properfastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support framing must be in compfiance wlth Florlda Building Code 2010
Chapter 22 for steel,Chapter 23 for wood and Chapter 16 fo�structural loading.
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FL#7165�.27 Rl February �'�, ��'�2
352-498-7852 10;59:38a.m. 05-11-2012 4/5
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Force Fn�ineeTin�& Testing Inc.
795iU It.unhlc�couci llrire
Iiumlile,'F'X 7733£�
� Code Compliance: The product described herein has demonstrated compliance with
The Fiorida Building Code 2010,Settion 1504.3.2,1504.7.
Evaluation Report Scope: The produ�t evaluatlon is ltmited ta compllance with the structural wind load
requirements of the Florida Building Code 2010,as relates ta Rule 9N-3.
Perf'ormance Standards: 7he product described herein has demonstrated compiiance with:
■ UL 580-06-Test for Uplift Resistance of Roof Assemblies
■ UL 1897-04-Uplift Test for Roof Covering Systems
■ FM 4471,Sectfo�5.4-Foot Traffic Resistance Test
Reference Uata: 1. UL 580-94/1897-9B UpliftTest
Force Engineering&Testing,Inc.{FBC Organlzation#TST-5328)
Report No.117-OD407T-09,Dated 11/16/09
2. FM 4471-95,Section 5.4 Foot Trafflc Resistance Test
Force Engineering&Testing,Inc.(FBC Organization#TS7-5328�
Report No.217-0238T-09E,Dated 07/21/2009
3. Certi�cate oflndependen�e
8y Terrence E.Walfe,P.E.(No,44923)@ Force[ngineering&Testing,Inc.
(FBC Organization#ANE ID:1920)
Test Standard Equivalency: 1. The UL SBD-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equfvalent ta the UL 1897-04 test standard.
Qualtty Assurance Entity: The manufacturer has established compllance of roof panel products in
accordance with the florida Building Code and Ruie 9N-3.005(3)for
manufacturing under a quaiity assurance program audited 6y an approved
quality assurance entity.
Minimum Slope Range: Mln(mum Slope shall comply with Florida Building Code 201D,including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12,lap sealant must be used in the panel sfde laps.
�nstallation: Instal�per manufa�turer's recommended details.
. Underlayment: Per ManufacEurers installation guidelines per Florida Building Code 2010 5ection
1507.4.5.
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FL#1165].27 RI Februanr 22. 2012
357-498-7852 10•59•28a.m. 05-11-201Z 3!5
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Forcc Engit�eering&Testing Inc.
1953U�t;tinble�ynod Dr,icc
I3umG1c,7X 77338
CompEiance Statement: The product as descrfhed in this report has demonstrated compliance with the
Florida Buflding Code 2410,5ectians l504.3.2,1504.7.
Product Desc�iption: TuFF Rib,�"Rib Roof Panel, Min. Z9 Ga.Steel, 36"W(de, through fastened roof
panel over 1x4 wood purllns over one layer oF asphait shingles (optional� over
min.7/16"058 or 15/32"Plywood decking.Non-Structu�al Appllcation.
Panel Mate�iai/5tandards: Materlal; Minimum 29 Ga.Steei,ASTM A792 or ASTM A653 G9D conforming to
Florlda Building Code 2010 Section 1507.4.3. Paint flnlsh optfonai.
Yfeld Strength: Mln.90.0 ksl
Corroslon Resistance:Panel Material shal!comply with�lorida 9uilding Code
2010,Sec#lon 1507.4.3.
Panel Dlmension(s�: Thickness: O.U14"mfn.
Width: 36"
Rib Height: �:"major rib at 9"O.C.
Panel Roilformer: MRS Metal RollForming Systems
Panel Fastener: �9-15 x 1-1/2"HWH Woadgrip with sealing washing or approved equal
'/."minimum penetratlon through plywood
Corrosion Resistance:Per Florida Building Code Z010,Sectlon 1506.6,1507.4.4
Su6strate Descriptio�: Min.lx4 No.Z 5YP wood purlins over maximum one layer oPasphait shingles
(optlonal)over min.7J16"QSB or mfn.15/32"thick over supports at maximum
24"a.C. The ix4 wood purllns shali 6e fastened to the wood ra�ters(Z4"O.C.
Max)with(2)9 x 2 Yi'Deck Screws per rafter(Min(mum 17/8"embedment Into
wood rafterJ. Design of lx4 wood purlins,05B,plywood and�SB/plywood
supports are 6utside the stope of this evaluation. Must be deslgned in
accordance w/Fiorida Building Code ZO10.
Design Uplift Pressures:
Table"A"
Maxlmum 7atal Uplift�esign Pressure: 101.0 psf
fasteaerPattem: � 9"_9"_9"_9"
Fastener5pacfng: ZQ"�•G
*Design Pressure Indudes a Safety Factor=2.0.
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FL#71651.z�R� February 22, 2012
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SUPPLY & MANUFACTURIiVG
and guide to Gulf Coast products
. '
. Tuff-Rib Roofin and Si '
g . din
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Panels & Accessories
4020 SW 449th St � Horseshoe Beach, FL 32648
(352) 498-0778 • Toll Free (888) 393-0335 • FAX (352) 498-7852
www.gulfcoastsupply.com
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Gulf ��s�t . . .z��vo-��� t � �rr���
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GR-2 Outside �orner ,
The GR-2 Rake and Corner can be used as a - � ���- :-
�:v�=:��:
able trim or a corner for metal-sided buildin s - - �" =.� �a��.�'�,.���
g g • . �':'�::�r':;;:
As an atternative, the smaller EF-1 or the GR-1 �~� -�� ` ����- �=-��-��=` _� _.�".
(both on p. 11)can also used as gable rakes and the � � �`..<'t:"`"= _-`'=��,,�'y��=:�� � �; "�
�.;1t`�;" ��v R .F"
f `4,���„7ff, ` ��'L
PGS(below)or the GR-1 as corners. � � � : :� -}: �= .�
Customizing rakes or corners is often necessary � i �' ��
> > r: r:�:
due to their landing on a panel rib. Both the GR-2 � `. �:. y.�;
� and the IS-2 can be ordered as custom trim items � =,�.�� '� `
by specifying custom dimensions "a" or"b". Be - - � `
sure to take into account the 3/a""head space"when � , �� �
figuring custom dirnensions. r x_, _ �'
� - .�_ $` 4�=�
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� The PG5 flat corner �` ' � �� � �'�
�_,3panel- Works best on smaller Figure 17 When used as cornertrim,the GR-2 straddlesthe ribs
3 :` `� i=i=='� structures, and where of the panels where they meet at the corner of the building. The
� �^ ''�"'� the panels are running Tuff-Rib outside corner also serves as a gable rake(see below).
�� The inside corner IS-2 has similar dimensions but with a
outside horizontally. It can be � �
��. �j�tclosure sealed with outside reverse middie bend.
�, closures. '
� PC-5
� Y -��-�� ���Y��� / GR-2 Gable Rake
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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 residentiaf rake, the roof side can be
sealed with butyl sealant.
(352) 498-0778 • Tofl Free (888) 393-0335 • FAX (352) 498-7852
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� Gulf Coast Tuff-Rib° Raofing Panels
Fastening Schedule for Various Wind Speeds—minimum 2:12 roof pitch
Wind Speed Zone
110 MPH 120 MPH 130 MPH 140 MPH
Roof Fastener Fastener Size Attaching to: �n Center On Center On Center On Center
Zone Type Spacing Spacing Spacing Spacing
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Woodgrip� � min. 15/32_. ... 24��,` ,_..24", 24�� �2��*
. Zone 2 WoodZac� #9-15 x 1/z p�yWOOd Type 7 Type 1 Type 1 Type 2
,:.:,.�� �ayg ..�!. nr=; s.w.�..z.; :����:��>A....�,;;, ;.�.._ .:,,�.> :;� - -.��.-.fi-, -- �!� --
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��. _ `y,�,x.�'.�....s,+t,E�F,- ;:?S.�`�7��M.,�'-��_�.,A�•_;`',. i '`y'.a`k' .�j7 �'+A,S=''�`'*!s� - �n�x•- p :4�,t'7a, #;�F,*� .
:,£:�,�'':' o� 'BC�. ' +.�a.,�'F �IyVYO�fI�:;>:;�:4.", _.�����aa:� .`,�`� .'�_5.. y:,,>., ,a�`..g,r�`,;r.'"
_ '"=r7 a � - -_ - ,.�.. ...�,'•�c.�.., :-.��. ;�-- '�E��1°� ,-n�: .y�x..-..
*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.
Frgure 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. �imension 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%of the minimum width
..,. ........................................................ of the building,or 3 feet.
EaVe Ridge
Zone 3 � '� '''
�
� On �enter : ;�s:
, �� SPa�� :�
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L
_ �.
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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 overlap side of any panel laps.
(352) 498-0778 % To11 Free (888) 393-0335 � FAX (352� 498-7852
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Install panels 4 to 6" --
from diverter '_
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�>'�=�o._ •:Y�.;: . .:�.s��;..z_.��:�w:
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PV-2 style • ' ;�<=�����:.��: .,,������rr:�:�
-'�:4r.,=',�C;%�,f 1.°°.ti�;n. x �`�,�'�+-,
- '.�.i` '� 4tr•
_ " -„N�ryY,�i.�'��''_'�,��.'x��`.:r�,.�':��,.;y.:p,`{•,5,;.<
. - 'M i;��',L', , ',�';`.4�• �:.:t�x.,r,.��°a:
Two basic styles of valley a _ '��'�'s' '`�'�j "� �t
=;��`=� '.`����r �.�``��`_�<
re available. LL;�:�, .��.���k;'��:��;�=;��.t--
For custom valleys, specify dimension "a" Figure 15 Pre-forrnedvalieysuseadivertertopreventwater
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.
Guif Coast Z1uff-Rib° Siding
�� GR-2�Rake &
- •. rt, Corner�p. 13
eq. .2'a I`+ _�
!,. " " �
�F�.y-"; ".
_ i:S;;>'a�j ' °'..��'
�.:L.'�- _ '
, �"L _i" _^.�>: ' ' _ — -
Dri Ca ��� ��' .:, : _ -
P P ��;.. �- .� �:.
r,,.
= ,�:}:� , ��� .,- ;��
:>�: _Y �.�,._ _-
_, , - -
_ :,�:F - Sliding
-
� - -
:`��
D
oor
_ "i.
',t..£-�� � _.
� . `Y:.'�' .€" .1'-�5.�_ _'.a2T.
I1�C LOT
���� � utter
- J-Chaqnel
_ ,..,(�.�.4) �T� _ -��
- .:,fi � - ?��
°��'' se Drip �_._.� ;�:� 'r•: , )
(p. 14) j� , ,��
�.
�
Figure 16 Common trims associated with Tuff-rib roofing panefs
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- 12 -
:� � ./ .��q _ �
�ulf ° - .- ��� - � P� .
� `1.3";4� • _{`r�
;�:. 'K �3� ��� � ���� ��
� - - ---- . ._.Y--- �:��.:.���.�.�
� � � � . ::= ° �_�::�'�.�� �� End-vvall Flashing
,, , x �� ,4, ��'Y' y. 'z};. �;,rr . _ .,
'� .•1 �:y `?'`g5 �F`�:_
'•' .� �i ' ' f ,1,.1`'` .,.'.e`t`,�` y,_:
�%�,�.�,` . . �: ::f-�,"- ,.- _�`�< -
a^t' '.'.�,_� %"t'� 4.. -vh�`.;�.'.
/ ✓ ��ti�}' '`P`� , •`-. .,�,fc j., r
i� f,�.� :P,�,`>:�.;;���.�,.:; `�,;" End-wall flashing is applied where the upward
.o _. : . -�;:.°�~���,
� " �"��,.` ,,�:, ;�. . ��,,
,�`��� �, r.;� . , slope of a roof ineets a wall. The wall side of
:�< �.., \: . ����� .
- : - F ���' the flashin g can be covered with siding or
� -�.::•� � _, � ��
" `' �` counter-flashing, and outside closures are
'41
. � � '`��'� necessary to seal
- _ , � � �>� cau�k(Solar seaP {�e t w e e n t h e
�.<, - _ �� recommended)
.; � , - .:. flashing and ihe
� - - - - - ->�, �caulk edge(order EW-1G� anel.Roof slo e
' ;.;y' ;},,, - -= �:.' .•��3;,,,, `�„ (used if endwail not p P
- '-.3>: ;:>>. ����•� • "�3�� s h o u 1 d b e
� � _ :.:=<,. covered by siding)
•r_..�.. �x;� _#�:..: :ti�:;,,} ,;�, .::;yn..'.
a.h,
p�""% �'.?y ". �� .: �.-l4 -'...ft%"-
�� ::i. ':3�;s:�_::v „ *,�`.'r-.�
--. :s` _ _ ..�. '�:::�•:r-,-: �p -�•�-�,= mentioned if roof
�-,,�.�.,.., ,��,:f� � _ .:q��,�� /•�.` 1
.. Y'y.._;�: _ .,yM1 ��v,e':Ia�...�" ':A;,C�• :::LC.J.� l
y.�; - _ °t;•;' "�:_;�:: 3�" exceeds 5/12
- � `�`�. _ ��'/
- ;`.�..- -- �';.,, ,;, r�,��.
_ _ ���- pitch.
�,::,` - a���;
'- - - '��x:' " --�-.'r:,e::
:i; _ ?;t�.2."r..
Figure' 11 As with 'the ridge cap, the ENDWALL � ������' ��:,.,, ,
'-.r.�::;:_�:.v.t,
FLASHING above is sealed using outside closures •, �"��` `� ��
. �'�`�"?<� - drlg �
� �'EW-� Stepped EW-2 Hemmed
Use EW-2 hemmed endwall when comering endwalls with sidewall b EndwaIl � Endwall
flashing,such as with dormers or chimneys.
For custom end-walis, specify roof pitch and dimensions"a"and"b". �a�� � a a-4'/i'
\y b=3"
. �.r ,�: - .}: - _ti: - ._ , :� -
• • j.�}� q. ... ,' rr', .
+�.. �.�j�K� .�'s ' 'c '-:E.� - a:'l.' '
Transitlo� Flashin �:A �� +;�:� _ = _ ��,::-� _,�.:�f� _.:
g � . ^`:= � z:�=_::::t.` _ _ ;��
..r,=�� ,:�i'�r; `�;a:
^ l� <�,:' � 5..,,:.°' - :^r_. ,
,*r%� +.r �4.�;v _.s";�i•- - - _
,�::;C';: .: ':. 5'"�,:%;1
The TRAI�SITION FLASHING prevents ��=� - -- �N -'� :*-�:=`�:~=_-"_�•��� " 'Y�'s�� _ __-
�:;�,:�.� ...;�,;.
��.. � � - .:��z.�;:,:.' . .,.,.
t; ::=r ,r�-s.'�..� _ , ,. ,..,.�.�;• .t�:r::�:-'a",
leakage at the point where two different roof �- ��. �`a .�:�=._� . " ,�=�°'4;-r�-
'',�` �: >:.` i-�-`£�`-::'
,��e;' . �-�,M1.:.t�.,, :;x,. .:;t;;._::�:.• .
pitches meet. It must be sealed on the lower -��:���'°" - ` -:: y``°�`'.�`
n::, ;,;..� ':;�:. `
��g;:::_�� ,< <°;�,�:: :.�.�,.�.,;�
side with outside closures and can be sealed -��f'` �� "
� =�+>>;,��- ��;;.Y" ��.�;,. , `��'
JV:i:��' .:,_ 4aL'„'.'.Fic�i".
underneath the upper panels with inside _ ,,.�;���k" =��-:<<��,�; �;
�u ,�-.�_ r;.:.,�.;.:� :�'�:
�:.,�.
�:�.
.,,,,�.�.;.�:��
closures. The similar GAMBREL F' ,:,�.��r��`° �,;:.. -_.. ,;- ,,��.,-
� �4�»;,;��,�:'::�•�;r�;,�t;M,:; M_. , � .�
FLASHING is used where the lower pitch is ..��� °`'��h' �"'�;; �;:f=�` � '�S�' `' '`'`�
�:�`: v �-�.; .. t,,..
-f�.x �rz;i i,"��ti� �,, r-�'�'�:
steeperthantheupper. '"�" �`���=4'` >t ,., ..��-���"`-,. � `/ ��
.,� � ,•�, .�:. ;�t�L::..
.-�r:�`�;U ;r:.,_°�°'� :=�.;r ,'
<.''.;vs,�c, . .�`1�` �#. 'y:.Yx:v�
?.�.z ,;j;.xi4il �yc-,�,'�v„'=^�.,;;,.` .
`':s:;c.:e , a�,/ �t,� .a;�"
� `i " �, :�6F::T•=:�' .:" • ."u., �fe. q�_. .;/-�,; �r�M�,
�� i!'Y'}y ..`,'yR�ka" � s:'�.`„`�,.e,;`^.;�`:j•:'.'r' �Y:�' n�
6��ti � .�- ���'y;.-.�-,�:�-�:�- ...-.y:;?;=�..r� -:�,.-
TF-1 Transition Flashing �' �;' � >���� '`�; '�:_
;��-." . �,�,:w,. ��,:'�'::�;.-: ,,`i���; �
� .:.�..:�-;:,.z.� . 'i:''�
i� ,:;,�.;�:' <- ::.��; :..,F,��:'�:_" .�>
closure 61 �� ..�:;;�;:;-��::=' a.�:.;;;:� ��h;�F,�;,
1��.� /z a;�;. �.=:,,;�tz:.,:� ,
��,a-• .;2
��E.,' ;:;r;`�"°": ;�
_ � _:�`�J: =- - ,�; _ %_-
1 �� �. -
� p ,J% � b� �. ��; �*�� . � #��� -
�f�� �.
.`:"�4.^.'#y-r
i�---a--'F`/ Figure 12 The transition fiashing :��F �»
(above) and the GF-1 gambrel ����;�.��
flashing (right) provide a �`�:�:�;
For custom transition flashing specify the pitches eontinuou5 drainage where two �'x��:
of the two roof slopes and,if necessary,dimensions slopes meet. Both seal with
"a"and"b", outside closures on the lowerside.
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- 10 -
' � ii\ �� .,•Y,� 8
` la�f �� � ,-t :��`�:�� �� ��� �I'���
.:-� _ ._.s.��.�.:���:��:.�::�
. �_�_�:._-:__:.=_=.:��.:-_=w�:,�--- �,
,�----;-� :�
lE�ldge Cap �- �~T�� '�=: .._ ._:
Y�..�_�-�-��----�.-'-�—� ' ,�,
_- """::...�.-r:'-`. � �.�'�;�;-'''_
, ".'. :_ :`rc f y i - ";�=
The Ridge Cap is used to seal the point at ` ��`x�n�� ` �"
�t�-, ��•,�:_ �:- �.,.:�
. S."
which two upward slopes meet. This can - � "`�'�'' . -
.";; ,_�f.:!•;:}al,'� R x�;,
r . �.v .�, '�.
be both along the ridge of the roof as well '� '�::>�~��`,;';h;;;;� -$��'y{�` - `� �`-
' � '�` -y;'}::ti�:� '- +s.:,: . _ y'._
as a coverin for a hip. Either woodgrip �� - : -`'' � `�"_--
g �,.�.,�.s-;�: -.::�� �.�. _ ..
ar self-drilling lap TEK screws are ��"`'�"ti���:Y� -� _ - - - �"�
��-f''��F�:�u2t'.x:..Y�'£� `.?1,i-,�fY: .��.. _ "
a lied throu h the ribs of the metal. ``"" `"�`" "�" ' ;�, ,�� `�
Pp g _ -�=a�f ��:�,."`_ .. .,.� : -
.R'.?._��'-;.S-Yp ��`_��.'Y.:t:a-2;-;,.'�`.'._'`�
Since debris i blowing ���'~4 ����s � �"'• �.
, nsects, and _`�:� �yfk�`. .�.;:�,_:;;:.,
,£y.!"'y,`'.�•yv�•..�` S:{
rain can find easy access un �` Y - ��''�°`'-� .. - _ _
' der the ridge ;�����R��rx�2 <,,.r,,.� ��'�_
;�.�.;.;,,. _ n�,,4v_ 5:�,.=
cap, closures are required to either - � _ :�;.`='`-'�-
i`�=`:� ��'`'"�==�:;: . ,;,...:,.,�.3,
,:;�;, ,;;#_.:.,,;;,..,; _
:� :r.�.,-":•,:: ,,:�1x::�r'�,�.
completely or partially seal the opening. _ . •- �. ��:3:;:';;•;�=�;_'-: _
Closures under ridge cap � � N4� �?�` } - �`�
s come in 3 � �f� `�°°r� � "`�`�r
types: solid,vented,and hip tape. Figure 9 Ridge cap showing outside closure (left)and profileRvent
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, ; a;
air-tight barrier. -
Pro�le Vent� comes in 50 foot rolls, is 3 inches wide, and forms a water- _.e;,,
retardant, insect resistant barrier that allows hot air to escape from the
attic,and is superior to many more elaborate and expensive vent systems. y�,�,�•
Any length may be ordered. ��
Hip closure tape(Peel Qnd Seal�)is a sticky, adhesive-backed metallic tape
that sea�s the hip roof. It is 6 inches wide�and comes in 331/z foot rotls.
Because it must be conformed to the rise and fall of the panel ridges, :
approximately 10% extra may be needed beyond the Iength of the hip _
being covered.
Figure f0 Pipe Boots provide a
Outside „� Profile Vent� Water-tight seal around roof
�'j vents and come in a variety of
closure or Versa-Vent� sizes. They seal wi#h caulk and
� ..�,:_:�,�..'_ conform to the shape of the
.��a:=��';y=`- panef ribs.
% -
pa������. ..�: � � -,
,;.�\Lap or 2i/z"Woodgrip�►
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 style over-sized ridge caps
aze 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
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� - 9 -
O i� '�:; �M'. �a ."� a
,,n>;�� �� ��:��� ����� �� r��
� � ulf s . .�i���- � ���� ��:-�_ � _
, .. , -`�r==..�.-;r";�'*':r i���::�:auu�fi�.�r.b'a�XRa
_ , . -� - —_....____... �.,_....
� Gable Flashing �_���=_ � . ,
�'y�tr
�j�_� - ,£`_.� - ��
Butyl tape ��;:= �` '``' -'`'�. �
Y _ , '�f_.' "'f�`•'..�,`,`r` .' -
_ 'Ag':;';a_G.;`'..-n.,. _
3/4" ';��;� �:3.: V.. �;, .;� ::
:. �,,:;;,a=�.?;. .
:....F:, �,� >-~;..,:,...',_,f.�, .
` ;�_^< �•.c• �
'2<.i':;';�':'r'�;��{;�`b. '�'�y� 'xt�:� -.�:c:'x'"��3e�,.�<`'.�'-
.'.-F":ti;�7r-, ,gR.��''et...eF- �" �6. ��t�*ttz.4E'..'.-.L:'f•f:�:�: -" - .
�'.�;; _•iF�{,�� i'zr'',,l'.�'�::�:.."�:^, r,�ui"'p • . ..
- :;_w.��`-.. .... �._,-__: - `�.:.� ..
-=�;��, " �°;����` '"�;.
,��Y �=:::
' ::w.�',�p�[�iyt ;x'�':�'�•.\ � - .�. \;='�.;
'!_C[�.;i�bi1. ��� \�. ���� Y�' N�l'•',v�.:`\��
b �\j\,\ `\ �:�fi�.i:.�� �\:_;''\`.
' iT _e� �`\��}��� • - ��\�'�•
+ ^:� �.�l'1�� � . �����.
�''� �`}� �` j; �.:� .
EF-1 sttile - ��'�
.,7/16" �jG,�I���� �,�1;,;,
��';,�;,� �\,�':::�
Custom trim—specify a custom � ;i'%- '�;;. ^ �;=�==..•:a
��—► `'._�.'%. '',- .
length for a or b. -1''� `-���
Standard dimensions — a—3�� � V'iew o EF-1 able trim ascia board removed
b =3" � Figure 13 Gable flashing is used to trim the edge of the
roofing panel at the gable end of the roof. it should match
GR-1 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" -� panel eliminates leaks.
b -2�g��
� �
�
� .7,3�. =:r� � Side-wall Flashing
,�'.a�;�z �=�K,
. .��
_ �;��r��;�.:. :..��
�;,�5;^ -: >�,�t
.'.Z''S_t:���' Rtrt�eF��
.i+'e-ti'•;:_�4 � �:�':'
��„t:��' ;�.`"� - �caulk(Solar Sea�recommended)
` � ;�;r�_a
y,� 3•
'C'�'� .-:'S::Rk' #.fre�
.A'.1��:.Z__; .._^�Y.
�:;;���;•: ���;� caulk edge (order SW-1C)
���=�;��g, �:`� � (used if sidewal!not
"�`;;*�=� :_='� covered by siding)
':x:�"�.
:��
:?�:f
f� `:��, �-3��
=;;�, Bu I ta e
:`."i�a�
'x�
:�*'� 3/4��
- � -r,. -,__ =�-,�r t'-��;===�:,��. ' :t°t ~'r- ��
:�?��i4t:.'�`:'s3�,: �..,;•{4i:�>..�a�y;: -:`'>.
'Q'`x�",_ �i=i�` •:,�'";,i: •�` a 3''..ti' ' �"
-� :.:�'._.:. �„'F:'� �.^PJ� .\
:••ka,s -,°%t>;% - ,��:r�r�xL'�y:'.�;��•.:�� �} .;�°`.'..
. _ :."'r'.,LE�e.O�.SNLlKlrrrlr'SidQ� F�,71�> y`yc'';�� ,.3 �.'i
Figure 14 Sidewall flashing isM1applied when fhe side of the ' n t�'w�;}
�;-;::,,;_ � ; �.• �<�
S W-1 �.F:.�y:.,;.,,:F<t•�-.: .,
=°�'�>���<y�<.:�.�:::::;;-�.°p;, ....: ,
roof butts up against an adjacent wafl. The wall-side of the -• ��_;`•,::`�
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 length for a or b. �
where the"fooY'of the flashing attaches to the roof. Standard dimensions — a=3" — ��
b=3"
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- 11 -
; � /' :ti .� ��� � .
- �If ���t � - -:��i��.Y����1 �� _� �� ��,�
. _ .�
._. ..,��: _.a;:�.,�����..����
- x��:��._�� - . _.��. .� . .
� �'�+������ ����� ' Eave Drlp
�' �' 4� �'` �
" '_S_j_. ;' "' ""' "',;� d� �`` 4�` :'' �4 , •
..�� _
m (X(v��- ^^['1^ /"�
-�.,�::...:......:.........."";_"_ ' ". ' __ �y\ �\ �./� �6A�UV1n
l .`\ �' � ` %�E
., ._. �...�, ..,,...
,...
�._:_,.... - ..- _ . __..;:� �`a - vY'3-'-�'. °4
-��` :�°� =�'? k
:,� , t'�� `-.4 •.,��`_\ -
�; '� � \ �`� �3 n_,�,
_ _ .,-��.~�:�:.:=.,..�--- _ __ _� � ��;` �'`�
` �k` �
,.�ui :� �.. ��`,�
�A°5s'�.��',.°��.;A s�� �♦� �
��w '� �� , F.:.:;,.:.� � ..� FHA Style ED-3 Style 2�8��
� � ?:`� w�.;,.�F. ;� e;e;;
,.r. :s��,='S�;'�4:�i,��;�-�2`::, ,�sa-;,-..�e,�e:;�^r:-.;..;� ��:z'.;��::.-�-
,�::?r.
, ,� ,,;a:.�: _�:�-�;�':: r �;r:>c _ -�.;.•. ,:r.��.. Eave drip Eave drip
.:M,,,f�_rJ`+;. ;"t'_;:�.
� 1 6:� .,�i;.n�"'°„r'. v � -_ „� -..' :,��.�:'i:±:
'.s:s;., ?:2':.<` 'r,.
„�:�z�=; ;r�:.'.-P�
`�'_,� . _ .. .. _ . ...- .. '7 ,... ., _ '.ty-.
\
7/16'
�--b�l R
� For custom eave drip,specify the
F'ave dri��uith fascia and inside closc�re Eave drlp � amount of the eave that will be
Figure S 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 compietely cover the 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. —►� b K— hidden by the eave drip.
� Summary of Stack Trims and Flashings
item s eeial order in ormation
Ridge caps(RC-2) specify pitch if less than 3/�2 or greater than 6/12. Also available in
larger widths. Closures recommended.
Eave drip(FHA,ED-3} 2 common styles. FHA style is pre-pitched for 3/12 to 6/12 roafs. For
appearance or ease of application, order by either specific pitch ar as
gable trim (90°).
�able f[ashizigs �2esidential(EF-1)�large(GR-2),-and srr�aIl(GR-1}�akes available.Use
. butyl sealarit between rake and panel.
Vatleys(PV-1) specify pitch if greater than 7/12. Seal with universal foam closure
material.Open-hemmed valleys(PV-2) aid water-tightness.
Sidewall (SW-1) Use butyl sealant between sidewalI flashirig and panel.
Endwall (EW-1.) Specify pitch if greater than 5/12.Seal with outside closures.
1lransition flashing Specify pitches of bath'roofs. Seal lower slope using outside closures and,
if desired,inside closures on upper'slope. -
(352) 498-0778 � Toll Free (888} 393-0335 • FAX (352) 498-7852
- s -
� � � � ���AN�TI
� �
con�ulting��gineers
F�ir. Dustfn �aker Octaber 24,2011
Guff Caast supRly & Manufacturinc j, Ll.C.
4024 S.�V. �49�'St.
Harsesh�e Beach, Florida 32848
dear Dustin,
, The purpose of this corrF�spandence is to address reques#sd sup�lemsnfal detaiE change for
product approval F�116:i1 and ass�ciated gabfe edge flashing. 1n our best engineerirg
.judgment the attached dcataii shcwinc� ED-3 styie eave fiashing at rake edga with maximum
panel overhang af 2" anc! #�9 fek scr��ws from panel in raaF edge camplies �vifh seid prod�ct
approval design wind ore�.sures ar}d a,�saciated Florida Building code re�uirements.
We frust this corresponde:n`�� �de:qualely addresses the reques�d cietail c�ange. If you have
any questions in�ega���tb�fiii�l�df�e��imdence, �lease feel fr�e ta c4ar!tact me dlrer,t�y_
.,�� �,,SCHO � �s
Since efy� � ��-J�a��CEA+����+'S'�.i�' _
.,,�, �
f = � �l0.63131 ' �
I ��' s '� �
; "*.:
_ `•• s�rA�-E oF : �
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