HomeMy WebLinkAbout11-12206 , CITY OF ZEPHYRHILLS
' S335 - 8TH STREET
(813)780-0020 12206
BUILDING PERMIT
Permit Number: 12206 Address: 5125 18TH ST
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s):5,6 & 7 Block: 202 Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-20200-0050
Improv. Cost: 7,920.00
Date Issued: 8/04/2011 Name: GARCIA, ALBERTO
Total Fees: 75.00 Address: 5125 18TH ST
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 8/04/2011 Phone:
Work Desc: TEAR OFF & REROOF 19 SQ ASPHALT SHINGLES 3/12 PITCH
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REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site � plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning owner: Your failure to reconl a notice of commencement may result in your paying twice for
improve e to . If you intend to obtain financing, consult with your lender or an attorney
be re recording your notice of commenceme "
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CONT IG AT PERMIT OFFI R
ER EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
- _� S� 3 �-3��9 -
• a s-�so-oozo City of Zephyrhilis Permit Application Fax-ai:�- �02,
' Budding Department
Date Recewed ✓ � phone Contact for Permitting - —
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Owner's Name
� �� ` Owner Phone Number 7] � � 1 ���
Owners Address �o'ls �" 4 a Owner Phone Nurr ber _�
Fee Simple Titleholder Name Owner Phone Nurrber ��
Fee Simple Titleholder Address �
JOBADDRESS s1a� �� �� � LOT;�i `,'�
SUBDIVISION PARCELID# t1�pnp��-�7�U'��0��
(08TAINED FROM PROPERTV TAX NOTICE)
WORK PROPOSED n NEW CONSTR e ADD/ALT � SIGN � MOVE � DEMOLISH
�U� INSTALL REPAIR
PROPOSE_D USE � SFR � COMM � OTHER C --�
TYPE OF CONSTRUCTION � BLOCK � FRAME � STEEL � OTHER �—�
DESCRIPTION OF WORK '�` Y �`�1 « � � � 1 �`�-=' —�
BUILDING SIZE SQ FOOTAGE HEIGHT
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� BUILDING $� n�,� O� VALUATION OF TOTAL CONSTRUCTION
., C�fL�
� ELECTRICAL ��I AMPSERVICE � PROGRESSENERGY,% � W.RE'C.
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� PLUMBING $ f � � �
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� MECHANICAL S VALUATION OF MECHANICAL INSTALLATION
� GAS � ROOFING � SPECIALTY � OTHER
FINISHEi7 FLOOR ELEVATIO ` i FLOOD ZONE AREA �YES �NO
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BUILDER ° COMPANY � � � /I'/� rU��
SIGNATIJRE REGISTERED Y/ N FEE cuRfiEN7 Y� N
Address License# ��
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N
Address License# ��
PLUMBE:R COMPANY
SIGNATIJRE REGISTERED Y! N FEECURRENT YIN
Address License# ��
MECHANICAL COMPANY �
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N
Address License# ��
OTHER COMPANY �
SIGNATURE � REGISTERED Y/ N FEECURRENT Y/N
Address License# ��
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RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans, (1) set of Energy Forms
Minimum ten (10) workmg days after submittal date. Reqwred onsite, Construdion Plans, Sanitary Facilities & 1 dumpster
COMMERCIAL Attach (3) sets of Building Plans, (1) set of Energy Forms.
Minimum ten (10) wurking days after submittal date Reqwred onsite, Construdion Plans, Sanitary Facilities & 1 dumpster
All commercial reqwrements must meet compliance.
SIGN PERMIT Attach (2) sets of Engineered Plans.
""'PROPERTY SURVEY required for all NEW construdion.
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Directions:
Fill out application completely
OH,�ner & Contractor sign back of apphcaticr, notarized
If over $2500, a Notice of Commencement is required. (AIC upgrades over $5000)
" Agent (for the contractor) or Power of Attomey (for the owner) would be someone wdh notanzed letter trom owner author¢ing same
OVERTHECOUNTERPERMITTING (FrontofApphcahonOnly)
Reroofs Sewers Sernce Upgrades A/C Fences (PIoVSurvey/Footage)
Dnveways-Not over Counter rf on public roadways needs ROW
NOTI��E OF DEED RESTRICTIONS The undersigned understands that this permit may be sublect to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compiiance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdeme;anor violation
under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
porticns of the "contrector Block" of this application for which they will be responsible If you, as the owner sign as the
contractor, that may be an indiqtion that he is not properly licensed and is not entitled to permitting privileges in Pasco
County
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES The undersignecl understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use i� existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance numt>er 89-07 and
90-0?, as amended The undersigned also understands, that such fees, as may be due, wili be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
recei�ing 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 FuRhermore, 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) if valuation of work is $2,50CI 00 or more, i
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protc�ction 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 "owne�" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regutating 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 i�aws regulating
cons•truction, County and City codes, zoning regulations, and land development regulations in the juriscliction. 1 also
certify that I understand that the regulations of other government agencies may apply to the intended worM;, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies inciude but are not limited to
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmer�tally Sensitive
Lands, Water/WastewaterTreatment.
- 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-Welis, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federai Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "V" unless expressly permitted
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fiil will be used only to fill the area within the stem wall.
- If fili material is to be used in any area, I ceRify 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 appiication, for lots le:s than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a �icense to proceed with the work and not as authority to violate, cancel, alYer, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered at>andoned
WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMP VEMENT UR PROPERTY. IF YOU INT OBTAIN ING, CONSULT
WITH YOUR LEND Y BE ORE RECORDING YO T E O NCEME T.
FLGRIDA JURAT (F.S 17 � l
L
OWNER OR AGENT CONTRACTO _
� ubscribed and swor (or affir ec P scnbed P d swom ( affi �afaF t �
-3'ddll by - !d'�� �/Ve� ' ' �1 by ��'l�z✓'�eS N Cl /�� _
(�/ho is/are person�y�cnown to me has/have produced CWho is/are persona y mow me n has/have produced
as idenGfiwhon �— as identification
Notary Pubhc _Notary Pubhc � � ;
Commission No Commission No j � M -
t Name of Notary typed, printed or stamped Name of Notary typed, pnn[ed or stamped
i iiiii� iiiii mii iiiii �iiii iii�i iiiii iiiii iiiii iiiii iiii iiii
2011120796
Rcpt:1381591 I Tec0 .00 � 00
D5: 0.00
This [nshvment Prepared By' 08/04/11 A Gia�d, Dpf.y Clerk
THD Ac-Home Services
207 Kelsey Lane, $utt¢ K pqULA S 0'NEIL,Ph 0 PLi5C0 CLERK g COMPTROLLE
Tampa, FL 33619 08/04/11 1: 43am 1 of 1
NOTICE OF COMMENCEMENT , OR BK �5�2 P � 2449
Permit No. Tax Folio No. ���0'1�-�� -�C� r�0��7��D
State of Flo ' a ��� C��.LQ
County of �> > !
THE UNDERSIGNED hereby gives notice that improvements wil] be made to certain real property, and in accordance with Chapter 713, Florida
Statutes, the following infonnation is provided in this Notice of Commencement:
1 Description of property: (legal de,c�ption of pro�rcy, and street address if available) ��o� { lY' b'� ��J�°��.Y�'ll ��Q ��4�
2. Gen al description improvement:
3 Owner information �y,
(a) Name and address:��^✓[s !� Rt � R�( ���.'Qllu '�i �a5 � D� s��_��L���.�y �
(b) [nterest in properry:_�
(c) Name and address of fee simple titleholder (if other than owner):
4. Contractor
(a) Name and address: THD At-Home Services, Inc 207 Kelsey Lane, Suite K, Tampa, FL 33619
(b) Phone number' 813-402-3700
5 Surety
(a) Name and address:
(b) Amount of bond I�
(c) Phone number:
6. Lender
(a) Name and address:
(b) Phone number•
7 Persons within the State of Florida designated by Owner upon whom nohces or other documents may be served as provided by Section
713 13(1)(a)7., Florida Statutes:
(a) Name and address:
(b) Phone number � �� �
8. In addition to himself, Owner designates the following person(s) to recerve a copy of the L�enor s Notice as provideci in Section 713 13 1 b,
Florida Statutes:
(a) Name and address:
(b) Phone number•
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of record�ng unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NO"I'[CE OF COMMENCEMENT
ARE CONSIDERED [MPROPER PAYMENTS UNDER CHAPTER 713, PART l, 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 F1RST INSPECTION. IF TEND TO OBTAIN FINANCING, CONSULT
Wl1'H YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR CORDI YO TICE OF COMMENCEMENT.
� 10.
Sign e of O or O s utho Offi er�}rector
rtnedManager �R��'� �/�� ��' r
Signatory's Title/Office
e foregoing instrument was acknowledged before me this S day oft lUl�. —, LL� bY
(narte of person) as �L- `�e of authority, e.g. �cer, trustee, atto m fact) for
(name of party on behalf of whom instrument was executed).
���
i re of Notary Public - State of Florida
Personally known __ or Produced Identification �
niew`a�' sa; '
Verification Pursuant to Section 92 525 Florida Statutes
Under penaities of pery'ury�i'dexlffiC� f�°���ng`a(�,71 that the facts stated in it are We to th est of my owledge d lief. .
"""" Comm# DDU835220 ':
�'� � 4 � ig ofNa Person Signing m Lindll0) Above
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Revised 7/I/O7 3 y g�+Z.��� ��� � ?
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���ii� �� "f Ci C���IF� THAr�' _. FOREGl�4NG IS A
Tl�;ll� ti�i0 CI�Rf��CT COP'Y �'T.!-�E DOCUMENT
C.�t�1 FILE f�R C7F Pl1Bl.IC R�CORD I�f`'t'�IS OFFICE
V4IT 4S MY Mf�Np AND FICIAL SEALTHIS
DAY OF TRO LER
i�r"�1.1LA . 'NEIL, CLERK
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EXTERIOR RESEARCH & DESIGN, LLC.
Certificate ofAuthorization #9503
353 CHRISTIAN STREET, UNIT #13
���� ��� OXFORD, CT 06478
PHONF: (203) 262-9245
FA;{: (203) 262-9243
EVALUATION REPORT
GAF Materials Corporation Evaluation Report 01506.04.08
1361 Alps Road, Building 7-3 FL10626
Wayne, N) 07470 Date of Issuance: 04/25/2008
SCOPE:
This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations
governing the use of construction materials in the State of Florida. The documE=ntation submitted
has beer� reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code
and Florida Building Code, Residential Volume. The products described herein have been designed
to comply with the 2007 Florida Building Code.
DESCRIPTION GAF Roof Underlayments
LABELING Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisioris of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT The Evaluation Report number preceded by the words "Trinity�ERD Evaluated" may
be displayed in advertising literature. If any portion of the Evaluation Report i:s displayed, then it
shall be done in its entirety.
INSPECTION Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 9.
Prepared by: .. '
.�q� � •;, � �,�
.��, ,.`�<'�� o'
_ �c..� -
' :.3��'>�
- '` � The facsimile seal appeanng was authonzed
_�: s _ O: ;'�� � by Robert Nieminen, P E. on 04/25/2008
�,^ c T,: ;-^ = This does not serve as an electronically signed
:' � _ ` '�_ ..
Robert ] .M . Nieminen P.E. ��'•, • document. Signed, sealed hardcopies have been
i '�,i�`+C\ ���',.•�`+ transmitted to the Produd Approval Administrator and
Flo�ida Registratron No 59166, Florida OCA ANE1983 ��""°"""` to me named dient
CERTIFICATION OF INDEPENDENCE:
1 Trinrtv�ERD does not have, nor does it mtend to acquire or wtll it acqwre, a finanaal interest in any company manufactunng or
distnbuting products rt evaluates.
Z Trmity�ERD is not owned, operated or controlled by any company manufacturing or distnbuting products it evaluates.
3 Robert Nieminen, P E does not have nor will acquire, a financial mterest m any company manufactunng or distnbuting products for which
the evaluation reports are bemg issued
4 Robert Nieminen, P E. does not have, nor will acqwre, a financial interest in any other entity mvolved in the approval process of the
product.
����� ��.�
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: GAF-ELK Roof Underlayments, as produced by GAF Materials Corporation,
have demonstrated compliance with the following sections of the Florida Building C:ode through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Prouertv Standard Year
1507.2 3, 1507 3.3, Physicai Properties ASTM D226 1997
1507.5 3, 1507 7.3,
T1507 8, 1507.8 3,
1507.9 3, 1507 9.4
1507 2.4, 1507 2 9.2, Physical Properties ASTM D1970 2001
1507 3.9, 1507 5.6,
1507 8.7, 1507 9 8
15"J_3 6 5 2 1 Physical Properties TAS 103 1995
3. REFERENCES:
Entitv Examination Reference Date
PRi Physical properties GAF-026-OZ-01 03/Z6/2002
pRi Physical properties GAF-�27-02-01 03/26/2002
pRI Physical properties GAF-042-02-01 02/16/2004
PR[ Physical properties GAF-042-02-02 03/12/2004
PRI Physical properties GAF-113-02-01 05/08/2006
PRI Physical properties GAF-154-02-01 02/06/2007
PRI Physical properties RGM-023-02-01 02/09/2007
Int:ertek Testing Physica� properties 3077464-002 09/14/2005
Intertek Testing Physical properties 3077464-02 O1/09/2006
Int:ertek Testing Physical properties 3090131 08/23/2006
Underwriters Laboratories Quality Control R10689 Current
4. PRODUCT DESCRIPTION:
4.1 Self-Adherinq Underlavments:
4.1 1 Liberty'"' SBS Base/Ply Sheet is a smooth surfaced, fiberglass reinforced, self-adhering SBS
modified bitumen roof underlayment.
4.1.2 StormGuardO is a smooth surfaced, fiberglass reinforced, self-adhering `_�BS modified bitumen
roof underlayment. StormGuardO is also used as a secondary water barrier to seal roof decks.
4 1.3 StormGuardO Ultra-Flex'"' is a polyethylene surfaced, self-adhering SBS modified bitumen
roof underlayment
414 UnderRoof Tite Underlayment is a smooth surfaced, fiberglass reinforced, SBS self-
adhering modified bitumen roof underlayment.
4 1 5 UnderRoofT'" 2 Tile Underlayment is a fabric surfaced, composite reinforced, SBS self-
adhering modified bitumen roof underlayment.
4 1 6 Weather Watchp is a granule surfaced, fiberglass reinforced, self-adhering SBS modified
bitumen roof underlayment. WeatherWatch� is also used as a secondary water barrier to seal
roof decks
Exterior Research a�d Design, LLC. Evaluation Report 01506.04.08
Certificate of Authorization #9503 FL10626
Date of Issuance: 04/25/2008
Page 2 of 9
����� ��.�
4.2 Mechanicallv Fastened Underlavments:
4 2 1 Deck-ArmorT"' Premium Breathable Roof Deck Protection is a non-woven, spun-bonded
polypropylene laminated polyethylene scrim sheet roof underlayment.
5. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ
5 2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 GAF-ELK Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a re�quest may be made
to the AHJ for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.4 Unless otherwise noted below, underlayment / substrate combinations are limited as follows
5 4.1 For mechanically fastened roof covers:
➢ Self-Adhering Underlayments / Bond to Deck• Min 15/32-inch plywooci
➢ Self-Adhering Underlayments / Bond to Mechanically Attached Base Underlayment ASTM
D226, Type II Felt atop FBC Chapter 26 minimum wood structural pane�ls
➢ Mechanically Attached Underlayments� FBC Chapter 26 minimum wooci structural panels
5.4 2 For bonded tile roofs:
➢ Self-Adhering Underlayments / Bond to Deck• Min 15/32-inch plywood
➢ Self-Adhering Underlayments / Bond to Mechanically Attached Base Underlayment• ASTM
D226, Type II Felt atop min 19/32-inch plywood
➢ Mechanically Attached Underlayments: Min. 19/32-inch plywood
5.5 Unless otherwise noted below, allowable roof covers include mechanically attached asphalt
shingles, metal roofing, slate, simulated slate, tile or wood shakes & shinqles
5.6 Install self-adhering underlayments when ambient temperatures are minimum 45°F and
rising.
5.7 Decks shall be smooth, dry and free of dirt & debris For self-adhering underlayments, gaps
exceeding '/a-inch require 32 ga sheet metal overlay nailed 3-inch o.c.
5.8 Liberty'"' SBS Base/Ply Sheet:
5 8 1 LibertyT"' SBS Base shall not be left exposed for longer than 30-days after installation
5.9 StormGuardO / StormGuardO Ultra-FiexT"':
5 9 1 StormGuardO shail not be left exposed for longer than 30-days after instailation
5 9.2 StormGuardO may be installed as a secondary water barrier using minirrium 4-inch wide rolls
to seal plywood deck joints prior to installation of the primary underlayme°nt system
5.10 UnderRoof Tile Underlayment:
5.10 1 UnderRoof Tile Underiayment shall not be left exposed for longer Lhan 180-days after
installation.
Exterior Research and Design, LLC. Evaluation Report 01506.04.08
Certificate of Autho�ization #9503 FL10626
Date of Issuance: 04/25/2008
Page 3 of 9
� ��� ��c�
5.11 UnderRoof 2 Tile Underlayment:
5.11.1 UnderRoof 2 Tile Underlayment shall not be left exposed for longer than 180-days after
installation.
5.11 2 UnderRoof 2 Tile Underlayment is not for use under metal roofs
5.12 WeatherWatchO:
5.12 1 WeatherWatch shall not be left exposed for longer than 30-days after instailation.
5 12.2 WeatherWatch� may be installed as a secondary water barrier using rrrinimum 4-inch wide
rolls to seal plywood deck joints prior to installation of the primary underlayment system
5.13 Deck-Armor"" Premium Breathable Roof Deck Protection:
5.13 1 Deck-ArmorT"' shall not be left exposed for longer than 30-days after installation.
6. INSTALLATION:
6.7. GAF-ELK Roof Underlayments shall be installed in accordance with GAF-ELK published
installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below
6.2 All metal surfaces shall be primed with LeakBusterT"' Matrix'"' 307 Premium Asphalt Primer or
alternate GAF-ELK accepted ASTM D41 primer prior to application of self-adhering membranes
6.3 Liberty SBS Base/Ply Sheet:
6.3.1 Liberty'"' SBS Base shall be installed in compliance with the requirements for ASTM D1970
underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed
6 3 2 For tile roof installations governed by the FRSA/TRI 07320/8-05 Install�jtion Manual, Fourth
Edition, use is limited to:
� System 1, Option 5 or 6, Section 3 02E or F
:- System 2, Option 4 or 5, Section 3.02D or E
6.3 3 For direct-bond to deck applications, plywood shall be primed with LeakE�usterT"' MatrixT'" 307
Premium Asphalt Primer or alternate GAF-ELK accepted ASTM D41 primer at Yz to 3 /a gallon per
100 square.
6.3.4 The minimum and maximum roof slopes are '/z.12 and 6 12, respectively. Back-nailing is
required when slope is 1.12 or greater. Back-nailing shall consist of minimum 1-inch square or
round cap nails spaced 18" o c. within 3-inch side laps.
6 3 5 Prior to removal of release film, align sheets properly starting at the low-point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes
Roll out sheet and allow to 'relax' for min 30 minutes. Remove the lower piece of release film
and bond to substrate and fold the overhanging 2-inch over the eave ar�d nail into place 12"
o c. Remove the top piece of release film and bond to substrate. Install primed drip edge and
fasten to meet FBC Chapter 16 wind load requirements Install 1/8-inch troweling of
LeakBuster'"" Matrix�"' 201 Premium SBS Flashing Cement over drip edge.
6 3 6 Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-
inch end-laps Ensure all end laps are staggered at least 18-inch apart.
6 3 7 Use a weighted lawn or linoleum roller to ensure complete adhesion to t:he substrate Use a
hand roller to firmly bond side and end laps
Exterior Research and Design, LLC. Evaluation Report 01506.04.08
Certificate of Authorization #9503 FL10626
Date of Issuance: 04/25/2008
Page 4 of 9
J
�1 S��d i.�.�V
6.4 StormGuardO:
6.4.1 StormGuard� shall be installed in compliance with the requirements for ASTM D1970
underlayment in FBC Sections 1507 for the type of prepared roof covering t:o be installed
6.4.2 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited to.
➢ System 1, Option 5 or 6, Section 3.02E or F
� System Z, Option 4 or 5, Section 3.02D or E
6 4 3 Back-nailing is required Back-nailing shall consist of minimum 1-inch square or round cap
nails spaced 18" o.c. within 3-inch side laps
6.4.4 Prior to removal of release film, align sheets properly starting at the low-point af the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch
over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements Install 1/8-inch troweling of LeakBusterT"' MatrixT"' 201 Premium SBS Flashing
Cement over drip edge.
6 4.5 Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-
inch end-laps. Ensure all end laps are staggered at least 18-inch apart.
6 4.6 Use a hand roller to firmly bond side and end laps.
6.5 StormGuardO Ultra-FIexT"':
6.5.1 StormGuard� shall be installed in compliance with the requirement.s for ASTM D1970
underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed
6.5.2 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited to:
� System 1, Option 5 or 6, Section 3.02E or F
> System 2, Option 4 or 5, Section 3.02D or E
6 S 3 For direct-bond to deck applications where the material is not covered within 24 hours,
plywood shall be primed with LeakBuster'"' MatrixT'" 307 Premium Asphalt Primer or alternate
GAF-ELK accepted ASTM D41 primer at'/z to 3 /a gallon per 100 square
6.5.4 Back-nailing is required Back-nailing shall consist of minimum 1-inch square or round cap
nails spaced 18" o.c. within 3-inch side laps.
6 5 5 Prior to removal of release film, align sheets properiy starting at the low-point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes
Roll out approximately 10 feet of inembrane and peel back the first 3 feet of release film
Adhere the exposed part to the substrate and unroll the remaining mernbrane Peel off the
release film diagonally while holding the membrane tight.
6 5 6 Fold the overhanging 2-inch over the eave and naii into p�ace 12" o c Rernove the top piece of
release film and bond to substrate Install primed drip edge and fasten to meet FBC Chapter
16 wind load requirements Install 1/8-inch troweling of LeakBusterT'" Niatrix'"' 201 Premium
SBS Flashing Cement over drip edge
6 5.7 Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-
inch end-laps. Ensure all end laps are staggered at least 18-inch apart.
6 S 8 Use a hand roller to firmly bond side and end laps
Exterior Research and Design, LLC. Evaluation Report 01506.04.08
Certificate ofAuthorization #9503 FL10626
Date of Issuance: 04/25/2008
Page 5 of 9
[ ���� ��.' �
6.6 UnderRoof Tile Underlayment:
6 6 1 UnderRoof Tile Underlayment shall not be left exposed for longer than 180-days after
installation.
6 6 2 UnderRoof Tile Underlayment shall be installed in compliance with the requirements for ASTM
D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be
installed.
6 6 3 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited to•
� System 1, Option 5 or 6, Section 3.02E or F
� System 2, Option 4 or 5, Section 3.02D or E
6.6 4 The minimum and maximum roof slopes are 2:12 and 12•12, respectively. Back-nailing is
required when slope is 4:12 or greater. Back-nailing shall consist of minirrium 1-inch square or
round cap nails spaced 6" o.c. within 4-inch side laps.
6.6.5 Prior to removal of release film, align sheets properly starting at the low-point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes.
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch
over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of LeakBusterT"' Matrix�"' 201 Premium SBS Flashing
Cement over drip edge
6 6 6 Continue upslope in a similar manner, maintaining minimum 4-inch side-laps and minimum 6-
inch end-laps Ensure all end laps are staggered at least 3-feet apart. End laps shall be sealed
with a 1/16` to 1/8� inch thick trowel application of LeakBusterT"' MatrixT'" 201 Premium SBS
Flashing Cement.
6.6.7 Use a hand roller to firmly bond side and end laps.
6.7 UnderRoof 2 Tile Underlayment:
6 7.1 UnderRoof 2 Tile Underlayment shall not be left exposed for longer than 180-days after
installation
6 7 2 UnderRoof 2 Tile Underlayment shall be installed in compliance with the re�quirements for ASTM
D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be
installed UnderRoof 2 is not for use under metal roofs
6.7 3 For tile roof installations governed by the FRSA/TRI 07320/8-05 Instailation Manual, Fourth
Edition, use is limited to.
: System 1, Option 5 or 6
> System 2, Option 4 or 5
.� System 4, Underlayment Option "A", Option 4 or 5(Polyfoam Polyset Only)
> System 4, Underlayment Option '�B", Option 3 or 4(Polyfoam Polyset Only)
6 7 4 The minimum and maximum roof slopes are 2:12 and 12 12, respectively Back-nailing is
required when slope is 4 12 or greater Back-nailing shall consist of minirnum 1-inch square or
round cap nails spaced 12" o.c. within 4-inch side laps.
Exterior Research and Design, LLC. Evaluation Report 01506.04.08
Certificate of Authorization #9503 FL10626
Date of Issuance: 04/25/2008
Page 6 of 9
��.I�� ��.a
6.7 5 Prior to removal of release film, align sheets properly starting at the low-point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch
over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of LeakBusterT`" MatrixT"' 201 Premium SBS Flashing
Cement over drip edge.
6.7.8 Continue upslope in a similar manner, maintaining minimum 4-inch side-Iz�ps and minimum 6-
inch end-laps. Ensure all end laps are staggered at least 3-feet apart. End laps shall be sealed
with a 1/16 to 1/8� inch thick trowel application of LeakBusterT`" Matrix"" 201 Premium SBS
Flashing Cement.
6.7.9 Use a hand roller to firmly bond side and end laps.
6.8 WeatherWatchp:
6 8 1 WeatherWatch shall not be left exposed for longer than 30-days after installation
6.8 2 WeatherWatch shall be installed in compliance with the requirements for ASTM D1970
underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed
6.8.3 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manuai, Fourth
Edition, use is limited to:
� System 1, Option 5 or 6, Section 3.02E or F
> System 2, Option 4 or 5, Section 3.02D or E
6.8.4 WeatherWatch� may be installed as a secondary water barrier using minimum 4-inch wide
rolls to seal plywood deck joints prior to installation of the primary underlayment system
6.8.5 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap
nails spaced 18" o c within 3-inch side laps.
6.8.6 Prior to removal of release film, align sheets properly starting at the low-point of the roof
(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes
Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch
over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load
requirements. Install 1/8-inch troweling of LeakBuster'"' MatrixT"' 201 Premium SBS Flashing
Cement over drip edge
6 8 7 Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-
inch end-laps Ensure all end laps are staggered at least 18-inch apart.
6 8.8 Use a hand roller to firmly bond side and end laps
Exterior Research and Design, LLC. Evaluation Report 01506.04.08
Certificate of Autho�ization #9503 FL10626
Date of Issuance: 04/25/2008
Page 7 of 9
��� � ��.�
C,g Deck-ArmorT'" Premium Breathable Roof Deck Protection:
6 9 1 Deck-Armor shall not be left exposed for longer than 30-days after installation
6.9,2 Deck-Armor shall be installed in compliance with the requirements for ASTM D226
underiayment in FBC Sections 1507 for the type of prepared roof covering to be installed
6.9 3 Fasteners shall be plastic cap corrosion resistant nails or staples with pl<3stic caps.
6.9 4 Install a leak barrier of WeatherWatch� or StormGuard� at vulnerable leak areas, including
but not limited to eaves, valleys, rakes, skylights and dormers. At eavE�s and valleys, install
the leak barrier prior to installation of Deck-Armor�"'. Along the rake, install Deck-Armor'"'
leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the Deck-
Armor'"' and exposed decking. At other areas, install the leak barrier over the Deck-
Armor�"' .
6.9 5 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth
Edition, use is limited to System 1, Option 4, Section 3.02D in place of the "No. 30" felt. In
this case, the "starter strip" and "full-width-sheet" referenced therein shall be proportionate
to the width of the Deck-ArmorT`" product.
6.10 For non-tile roof installations:
6 10 1 Standard Installation with Single Layer, roof slope > 4:12
6.10.1 1 Starting at the eave, fasten the eave edge and 6-inch wide end-laps 6-inch o c. Fasten in
the field of the roli 12-inch o.c. in two, equally spaced, staggered center rows
6.10.1 2 Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum
6-inch end-laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced,
staggered center rows in the field Ensure all end laps are staggered at least 3-feet apart.
6 10 2 Standard Installation with Double Layer; 2� 12 < roof slope < 4:12
6 10.2 1 Starting at the eave, fasten the eave edge and 6-inch wide end-laps 6-inch o.c Fasten in
the field of the roll 12-inch o.c. in two, equally spaced, staggered cente°r rows
6 10.2.2 Continue upslope in a similar manner, with minimum 28 5-inch side-laps and minimum 6-
inch end-laps. Fasten 6-inch o c. along the low edge and end laps arid 12-inch o c. in two,
equally spaced, staggered center rows in the field. Ensure all end laps are staggered at
least 3-feet apart.
6 10 3 Special Installation, roof slope > 2:12
6.10 3.1 Starting at the eave, fasten the eave edge and 12-inch wide end-laps 6-inch o c Fasten in
the field of the roll 12-inch o c. in two, equally spaced, staggered center rows
6 10 3.2 Continue upslope in a similar manner, maintaining minimum 6-inch shde-laps and minimum
12-inch end-laps. Fasten 6-inch o.c. in the laps and 12-inch o.c iri two, equally spaced,
staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
E.10 3 3 Apply butyl adhesive based seam tape or waterproof cloth duct tape over all laps and
fasteners
Exterior Research and Design, LLC. Evaluation Report 01506.04.08
Certificate of Authorization #9503 FL10626
Date of Issuance: 04/25/2008
Page8of9
���t `�!� ��.�
7, LABEIING:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, s�tate and logo of the
Accredited Quality Assurance Agency noted herein.
$, BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
J. MANUFACTURING PLANTS:
Liberty SBS Base/Ply Sheet: Fresno, CA; Mt. Vernon, IN
StormGuard� Fresno, CA; Mt. Vernon, IN; North Branch, NJ
StormGuard� Ultra-Flex: Drummondville, QC, Canada
UnderRoofT"'. North Branch, NJ
UnderRoof 2: Fresno, CA
Weather Watch�. Fresno, CA, Mt. Vernon, IN; North Branch, N]
Deck-ArmorT`"� Berthierville, QC, Canada
lO. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories - QUA1743
Exterior Research and Design, LLC. Evaluation Report 01506.04.08
Certificate of Authorization #9503 FL10626
Date of Issuance: 04/25/2008
Page 9 of 9