HomeMy WebLinkAboutBuilding Permit Application i
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED!
Date: Permit Number:
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Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential
PERMIT APPLICATION FOR:
PRaPC}SED,INF'RQUEMENT LCATIt7N. `' ��..'N • _ .• f .. .A
p
Address: ��g r G�c�O v�l�rr- LGt hr� �y��71 4a sof 'ZU te„ .3!6
n
Legal Description: Z� t��'�5�1'tl� Lz t �L��Gi v�o7ci �l/•�I
B ik 1105 4C>-1 60 Cot— /-Zev-o lel�l
Property Tax ID#: i Lot No.
Site Plan Name: Block No.
Project Name:'
Setbacks Front Back: Right Side: Left Side'.
DETAILED DESCRIPTIQN`O , WQRK
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s: •.,. .
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CONSTRUCTION INFORMATtO"N
Additional work to be performed under this permit-check all.that appy: it
_Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors
_Electric _Plumbing _Sprinklers _Generator _Roof 3- Pitch
Total Sq. Ft of Construction: Sq. Ft.of First Floor j
Cost of Construction: $ �v��d,d U Utilities: ✓Sewer _Septic Building Height:
Oi /NER/LESSEE ; . s ..§, CONTRACTOR. JJI
Name/ �� f�f 5lfA vJ Name: ji � . . :-•... -
Address:
�-/i Company: � ` f�==; :�-. •
City: tuC re- State: FL- Address: elmft+o� i i'.
Zip Code: 3! -�;Z Fax: City: State:
Phone No. 77;z 3,59- ga-/& Zip Code: Fax:
E-Mail: I a"e 4=2,Q!I nlaiL LOW Phone No
Fill in fee simple Title Holder on next page(if different E-Mail
from the Owner listed above) State or County License
,i
If value of construction is 2500 or more,a RECORDED Notice of Commencement is required.
' I.
SUPPLEMENTAL CONSTRUCTION LIEN I,AW INFQRMATION.
. . ..- ,. , t _
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _ Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT:.Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
comm,endg work or recording our Notice of Commencement.
` G 1
Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF S L-LGC'.i COUNTY OF
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this L day-of rh 20_�Z by this day of 20_ by
(Na of person acknowledging) (Name of person acknowledging)
—Ala
r
(Signature of Notary Publi4 State of Florida) (Signature of Notary Public-State of Florida)
Personally Known OR Produced Identification Personally Known OR Produced Identification
Type of Identification Type of Identification
Produced Produced
`��� r,� LA
NA INGRAM
Publi St to at Florida
Commission No. cro �,._
Not
•E ,S �ec 20.2018 Commission No. (Seal)
?a+ oee �OSV*Sion#FF 177249
�r9 Q��� t ar SS(I,
'eau... .. 011M IFITUU9
REVIEWS0 ING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev.
PART NAME: MD-CMA PLAN SHEET 1 OF 2
CMA-002•'
SP-10.625-1
M I DR BY: L.B. REED
3:000 ,k(�-''' 10.625 - j OUTER DOME.070 POLYCARBONATE
r 070 POLYCARBONATE SHEET
PALRAM PALSUN,
SRICONE BEDDING(CONIMOS) SHEFFIELD MAXROLON Or
SABI
T • STS-1000 SEALANT�iwEEN C LEXAN 9034
*I SxnlONf AA9 CuftB
(CONTINUOS)
O 6D THT r
76
O O .0S 1-7NUM
Ln 0 0 WWW"..CEUOMRNERS u—winoar«
.187((5))• 76 Alominum Rive( INNER I1NER 030 polywbonol
M (1)/SHORTSIDE SMEFFlELD�SIMI(ROLON,or
-
110 X 2 PF11LL�S PAN HEAD SHEET METAL SCREWSABIC LEXAN 9034
(4)ON LONG SDE&(3)ON SHORT SIDE
W
U)c
�4
DIMENSI❑NS FOR . x
FASTENER L❑CATI❑NS 110•Y DECK SCREAI/ MSN - M RGKED SA(APPROVED 0 LO
14 FASTENERS (4)ON LONG SIDE ppDE couNn) o
(3)ON SHORT SIDE
TO CURB MD-CMA 2246 (� ACCOFLASRDANCE
BY WITH N A
ACCORDANCE OTHERS NRCA SHINGLES(2)
Ln -
2X SYP(SO 0.55)CURB HEIGHT TO BE
SUFFICIENT TO MNWAIN
4"MNIMUM AT LOWEST POINT
OF FRAME TO ROOF SURFACE
6 RIVETSSUPPLIED BY OTHERS IN
POLY T❑ ALUM NOTE: (APPROVED BY DADE COUNM
O * (1) ALL ROOFING DETAILS SHALL COMPLY WITH
RIVET L❑CATI❑NS SYM 0CHAPTER 15 OF THE 2014 FLORIDA BUILDING CODE
0
ODESIGN PRESSURE RATING
(2) 4" MINIMUM DISTANCE FROM ANGLE UP TO ROOF +- 60 PSE.
SURFACE IS FOR SHINGLE. OR B.U.R. WITHOUT
INSULATION. FOR INSULATION AND TILE ROOF ADD LARGE MISSILE IMPACT RESISTANCE
TILE HEIGHT AND INSULATION THICKNESS TO 4"
MINIMUM HEIGHT.
(3) ANCHORS TO BE MADE OF NON-CORROSIVE MATERIAL,
FID
COMPATABLE WITH ALUMINUM. a3 Onucn8%* tha
d LomplyingwldL the FIDL{dn
---- - — -- Building ta&
-- - ---- ---—- -- -- -- — _ �=13:625= --
27.25 MAX. ---=_-- . _ --- - — _ ---_---------�pLw1�„xo 5=oS/3:os=A ---=___-----_-_
Zion Dae 20/D
FASTENER SCHEDULE SKYLIGHT TO CURB FASTENER SCHEDULE CURB RIVET SCHEDULE DECO e
.#JO-X.2,PAN--HEAD.SHEET_METAL_SCR S._TO_DECK_ 10_X 3'DECK_ TO POLYCARBONATE 3/16"_DIA. _ ,_ _ =Bn&mofRecoed; '`O0"uo
- =_- SCREWS. `, -=
PART NAME: PRODUCT DRAWING ISHEET 2 OF 2
DR BY: J F DWG.# CMA-002
DESIGN PRESSURE RATING
+— 60 PSF
#10 X 2" SCREW PPH LARGE MISSLE IMPACT RESISTANCE OUTER DOME .070 POLYCARBONATE
(4) ON LONG SIDE& (3) ON SHORT SIDE (Palram Palsun,
MINIMUM ENBEDMENT 1" Sheffield Mokrolon or
Sabic Lexan 9034)
_ SILICONE BEDDING (CONTINUOUS)
DECO RING STI-275 BUTYL RUBBER SEALANT
.060 THICK ALUMINUM BETWEEN SKYLIGHT
6063 T6 MITRE
AND WELDED CORNERS AND CURB (continuous)
5-1/2" DOME RISE SHIMO EA. ANCHOR TYP
INNER LINER ,030 polycarbonat ( )
(Palram Palsun, WITH LOAD BEARING SHIM
Sheffield Makrolon or AIR FIL ED INSULATED SPACE _'
—0,500 MAX,
Sabic Lexon 9034) kxxxxx
J&L WELLS CONSULTING LLC 3/16" RIVET
1453 Arbitee Circle /LONG SIDE
Engineer ofReeord: Oviedo,PL 32765 (1�/SHORT SIDE
James D.Wells,Jr,,P.E. (4(Y7)496.5489
Professional Engineer No.53616 CectlIIwta of Au&odndm No.27162
30 #10 x 3" DECK SCREW
MSN (4) ON LONG SIDE FLASHING BY OTHERS IN
4" MINIMUM _.• FINISHED WALL MATERIAL (3) ON SHORT SIDE ACCORDANCE WITH NRCA
SEE NOTE #2 BY OTHERS ( APPROVED MINIMUM ENBEDMENT 5/8"
DADE COUNTY)
S INGLES (2) o In
NOTE: LO* (1) ALL ROOFING DETAILS SHALL COMPLY WITH
CHAPTER 15 OF THE 2014 FLORIDA BUILDING CODE ..
(2) 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF
PItODUMEVISED SURFACE IS FOR SHINGLE. OR B,U,R. WITHOUT v
2X SYP (SG 0.55) CURB HEIGHT asc*mplying%iIhftF tldo INSULATION. FOR INSULATION AND TILE ROOF ADD ��`� �►o�gaj ,P Ole
Building C"dc ` i
TO BE SUFFICIENT TO MAINTAIN Acmptancallo 5-05 3.05 TILE HEIGHT AND INSULATION THICKNESS TO 4" 0.
4" MINIMUM AT LOWEST POINT Pte' rooume !8 MINIMUM HEIGHT,
OF FRAME TO ROOF SURFACE By 3) ANCHORS TO BE MADE OF NON–CORROSIVE MATERIAL, ROOF DECK W
SUPPLIED BY OTHERS AN to un ntro COMPATABLE WITH ALUMINUM.
(APPROVED BY DADE COUNTY) STS-1000 SEALANT (CONTINOUS) R1.��p,��`�
REVISION: REVISION PRODUCT NAME'
M D-CMA SUN-TEK MANUFACTURING, INC. .
I I: INI DATE:5 09.11 1 SCALE: I DWI5 No.0 A-002 10303 GENERAL DRIVE ORLANDO, FL 32824.
I ,
EXTERIOR RESEARCH&DESIGN,LLC.
,Certificate of Authorization#9503
p' '�y c
3513-CHRISTIAN STREET, UNIT#13
TRINI 1 1 I GRD OXFORD,CT 0QO6478
� (203)262- 245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-R6
Rutherford, NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been,reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
iproducts described herein have been evaluated for compliance with the 6"1 Edition;(2017) Florida Building Code
sectionsnoted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be 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 procluct(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert!; iemin
Nen, 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 Cycler
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity, I ERD Evaluated" may be displayed in
I advertising literature. If any portion of the Evaluation Report is displayed,then it shall b'e 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.
j I
This Evaluation Report consists of pages 1 through 6.
I
Prepared by:
%A.'; W.
�.. . •: , I
i y
I ���T�'.c:•:a 5�fir:.� I,.�a '
Robert J.M.Nieminen,P.E. •,,s� ; �i;s,,c
•�hj,�u��1��t�s• The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166 Florida DCA ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed
'document .i.•�
CERTIFICATION OF INDEPENDENCE:
1. Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest lin any;company manufacturing or
distributing products it evaluates.
2. TrinityI ERD is not owned,operated or controlled by any company manufacturing or distributing products,it evaluates.
3. Robert Nieminen,P.E.does not have nor will,acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have, nor will acquire,a financialinterest in any other'entity involved in'the approval process of the
product.
S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for(permitting or design guidance unless retained
specifically for that purpose. I ;
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TRINITY I ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 61h Edition(2017)Florida Building Code 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 Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3. Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment;meets ASTM D1970.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
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TRINITY I ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof' cover where the product is
specifically referenced within FBC approval documents. If notl listed, p., equest may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
I
5.5 Allowable Roof Covers: jI
iTABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles ,, &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment j.
I
Tri-Built S/A HT TU Yes
Yes Yes Yes {i i i Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/AYes No No j Yes Yes Yes
Underlayment L,
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
' �iii;i+�i
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT;CQMBINA710N5
Adhesive Florida Product Approval Underlayments
i
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayme',nt
Dow TileBondTM FL22525 Tri-Built S/A HT TU Underlayment
q[i i
5.6 Allowable Substrates:
I 5.6.1 Direct-Bond to Deck:
j Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlay" lent or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
I jl �
While not required over plywood,OSB or Southern Yellow Pine substrates;TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be,covered with plywood or
OSB prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings,:insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only);,insulation attachment shall be
designed by a qualified design professional and installed based on testing,of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
I
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
i
Exterior Research and Design,LLC, j Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION I FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 I Revision 6:09/25/2017
Page 3 of 6
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TRINIIY I ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-111 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or li felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
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1 TRINITY I ERD
5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appe I�dix A,Table 1A:
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In tlis case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional ito resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention ,Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
if
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A:IUnderlayment shall not be left
if
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than;180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile a's�semblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTAL'LATI�ON
I• Maximum
Underlayment Tile Profile Staging Method Slope
Flat !Max.10-tile stack 6:12
Lugged ,Max.104ile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
t
sfill
i Tri-Built S/A HT TU ) •;` .y
I Underlayment
Lugged
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Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)5164485 ;i Revision 6:09/25/2017
Page 5 of 6
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TRINITY I ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll,broom or hand-press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c. ,
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
0
353 CHRISTIAN STREET,UNIT#13
QTRINITYIERD'
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT u
Owens Corning I Evaluation Report 037940.02.12-R8
One Owens Corning Parkway FL10674-R13
Toledo,OH 43659 !Date of Issuance:02/06/2012
(740)404-7829 Revision 8: 10/09/2017
SCOPE:
I
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been(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 evaluated for compliance with the 6thlEdition;(2017), Florida Building Code
sections'inoted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles j
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1/R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named products) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate;to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreeme,It to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code(Cycle.I
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 is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be proviLd 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.
IThis Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M.Nieminen P.E. ��J;�S'^� 't"�s`� IT facsimile seal appearing was authorized b Robert
11ailtit•�}, (Nieminen,P'.Ei on 10/09/2017.This does not serve as an
Florida Registration No.59166,Florida DCAANE1983 r'•�� II „,
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity ERD does not have, nor does it intend oto acquire.or will it acquire, a financial interestdin any company manufacturing or
! distributing products it evaluates. ,
i
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued. II
4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other;entity involved in the approval process of the
product.
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5. This is a building code evaluation. Neither Trinity]ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for plermitting,or design guidance unless retained
specifically for that purpose. I I
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ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning,have demonstrated
compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code,
Residential Volume 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 Property Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Entity Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 05/16/2012
UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006
UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012
UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014
UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014
UL LLC(TST9628) Physical Properties Classification letter 02/13/2014
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic'and Supreme'are fiberglass reinforced,3-tab asphalt roof shingles.
4.1.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 DevonshireTM"are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration, TruDefinition® Duration, Duration® Premium Cool, TruDefinition® Duration Designer Color
Collection, TruDefinition Oakridge, Oakridge® and WeatherGuardm HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip&Ridge Shingles:
4.2.1 Berkshire® Hip & Ridge Shingles, High Ridge, WeatherGuard® HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidgeTm Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate o/Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
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5.4 Wind Classification: !
5.4.1 All Owens Corning asphalt shingles noted herein are Classified in'accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class�H' , indicating the shingles are acceptable
for use in all wind zones up to Vasd = 150 mph (V„it = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle a Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1d i to ASTM D3161, Class F, indicating the
shingles are acceptable for use in all wind zones up to Vasd=150 mph (V„it=194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies to exposure category B or C,I!as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design.pirofessional are required for conditions
outside these limitations. Contact the shingle manufacturer for data;specific to each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit iln accordance with F.A.C.Rule 61G20-3.
6. INSTALLATION: i
6_1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall Ihold current Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3, per FBC 1507.213,1507.2.4 or R905.2.3.
6_2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using
minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following
exceptions:
➢ Berkshire shingles require minimum five(5)nails per shingle.
➢ WeatherGuarde HP shingles require minimum six(6)nails per shingle.
➢ Devonshire'"shingles require minimum six(6)nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's publishe' d requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horiiontal, special methods of fastening are
required. See figures below for details. l
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Feltunderlayment Deck Feft unded3yment Deck Sdwhered
Weathedock®
Self-adhered i, underlaymeM
WeatherLocka
underlayment
Dripedge
Ddee Drip edge �P-- �I.
9 edge
I�
Nails located I Naffs located
2=3"from eave 2.3-from cave
Install Fust Self-sealing adhesive Se6aeaCng adhesive
StarterStrtrtrpp positioned along eave 1n"first Starter S'tripiPlus � positioned along eave
shingle wit ` with 6"removed
6'removed Starter Strip shingle overhangs eaves and rakes''/i-r/P Starter Strip PWs overhangs eaves and rakes 1/4%-3/4"
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
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6.2.6 Minimum Nailing—Classic®&Supreme:
Normai Mansard.or Area pan 7n—d
Mansard or Area pan
Wind Areas High Wind desvanas y as High VWnd demnea y
Ares pard vientob normsles Ar a vientos fuertoa vientos"e6nndes Areas War; s fusFtas.
�" IB rz" 1-
21S'EiPowre poaura
F.speslaf6n Eiglosiii6n
6.2.7 Minimum Nailing—Berkshire®:
S"6ia grip Seelam Strip
is fha de seRadar La tira de sellador
8 Vz" e8'Vf 9,Vt 8Yt 't "8 V:" a Yt" a Yt" 8 W"
r
. r
W`
Standard Fastening Pattern 6-Nail Fastening Pattern
SealatR"sfrlp
la 6a c%seRedor
oi a:�P.9 ;ate---ia�-)•
s vt: a vt' s>Frs vt�
r
r
2" AsphaltrootNgce+gerit
CencentodS feeho de estalto.
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-118
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
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6.2.8 Minimum Nailing—Devonshire TM:
Q77 $"� g�� 8" 7" 1"a",� Nails
r r I rr
i 9/8•exposure Sealant WOOD
Exposlol6n de 5.518 pu1g Ubieadon del scf e& s •
Ten in Spots of Asphaft hoof Cement
Standard 6-Nail Fastening Pattern Mansard or Steep'Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, Tru Definition® Duration, Duration® Premium' Cool & TruDefinition®
Duration®Designer Color Collection:
4-Nan Fastening Panerim 6-Na11 Fastening Pattern
sgnwR®ta nRp aMatR Sum.- -t"MVmea wmm
µ?0.e.
Ir
'1
FJ
p..c_:7 s_.w3 • a•+n o� s..a,�o • o� I� e..ra sr • wcn_..o •n..nc_+a�_vxx• �
� 1
I nmeai �.�
Standard Fastening Pattern �I 6-Nail Fastening Pattern
' 'Fastdning for Slopes Greata Than 21:1211
6unxtl19 fnbniny•m
C.l width)
fpe.lYPi
i• tr +r
i FI. g
Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION i F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
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6.2.1 Minimum Nailing—Tru Definition'Oakridge®,Oakridge®:
4 Nail Pattern .6 Nail Patter
Burma con 4 clavos ksguema on 6 Clavus
1• r
I<— 12• --sl IF 1r ft= az-—)H
!6 619:'Exposure .Naas b 6f8"Exposum iJa1s
z'oirlynde5518pulg' Clavus -Expos(eldode6518pulg. 66(8"Expcsuta CfaFos '6bi8"Exposu�e
Fxpasfc de 6610 Ldg. ExpoSiciBn de 6618 pulg.
Standard Fastening Pattern 6-Nail Fastening Pattern
Fastening for Slopes Greater Than 21:12
. r Sun"a119 fmm�Ne o»e wldN
•� r Na{l,rypkal
1• 17 i jl/1 17DIM F
1•
•asc
I F,7
2.
Four 1°Spoh oT W DMIt RooMO Cement
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
1' 1 1111IN019.0de WbW
$.
•i�,•,as :•:•::•
:%:%%� :r• FROM Thwilb Nil 1io
;how ims 1�iPra�i flpdin
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
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6_3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, Weather,Gua}rd® HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning`current published instructions,
using four (4) nails per shingle. Installation of DuraRidge'"' Hip & Ridge'Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. 'Refer to Owens Corning
published information on wind resistance and installation limitations, including th;e use of hand-sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or f 905.2.5. Staples are not permitted. i!
6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge:
FIg 1 Fig.V
�Diredlasn 11Uad A TspYlew !I:'� SFtleeu7.
fi
Nails 1
Nalls��,• I'I
4r 4 z .. 4 I z �.
I I:. Top Laadnaled 'I
Wae I
I I li
I q• I Is
I L I,
usu � 111
j 6.3.4 Minimum Nailing—WeatherGuard HP Hip and Ridge: L,
I II
Fig C Hip&Ridge�'Shmgle Fastening
F'ig`-p 9 e 7opylepll
Pre>falllpg NMtl -
Nails,
i2'
Exposure � i I
' 6, 'Exposure
-
I
� Ill
I I {Id
C
11 I f 1
I 'ill
II 'II
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Exterior Research and Design,LLC. ! ,; Evaluation Report 037940.02.12-R8
Certificate ofAuthorization''9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION j ' F1.10674-1113
Owens Corning Asphalt Roof Shingles ;II Revision 8:10/09/2017
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6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Standard
Prevailing Fastening
Wind Direction SealantStrip Pattern g7.
6'Exposure
12' Sealant
Fasten 71h' 711? 8"Exposure
Cover Exposed li
Fasteners with
Roof Cement
6.3.6 Minimum Nailing—DuraRidge'm Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Pr•raiing Wind Diroatlan Top ply
DiraCivndorniiontodiwmt I- V(stazuperfor 1-
Dirood6n dal%ia m prodmiitunta
ci u
Nils�—�—i ra
' • 0vmns Comnng S imNOr
Clmn f"
U w>Qae� I I I
' m a
I I Ir =1 b
-- ' J l 4 '1
E
Pelf#, "I
p 12'-
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(631)546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
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