HomeMy WebLinkAboutEVALUATION REPORT'\ I RINIV ERD
EXTERIOR RESEARCH St DESIGN, LLC,
certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-RB
One Owens Corning Parkway SCANNED FL10674-R13
Toledo, OH 43559 BY Date of Issuance: 02/06/2012
(740) 404 7829 St. Lucie County Revision 8: 10/09/2017
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
products described herein have been evaluated for compliance with the 6" Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall he 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 product(s) changes, the
I 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 Nleminen, P.E. If the
product changes or the referenced Quality Assurance documentation changes. TTlnityJERD 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'?rinitylERD 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 provided to the user by the manufacturer or
i
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 B.
Prepared by:
pvnnn,,,
s. v. Fier .
.a�
:.ysNo-d9tN"-
!YitO e ^
.
Robertl.M. Nieminen, P.E.
''4TFS FQ.yI'�'a'�s' The hcsUnIle seal air pearing way autha4ed by Robert
sr suoµa;; ;,at' �,
Florida Registration Na. 59166, Florida DC4ANE1983
ss Nleminen,P.E.onlTNa does ngtserve as en
decbonlwilys�ned ddowocumenen t. '
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will It acquire, a financial Interest In any company manufacturing or
distributing products It evaluates.
2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates.
3. Robert Nleminen, 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 Nleminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved In the approval process of the
product.
S. This is a building code evaluation. Neither Trinityl ERD nor Robert Merriman, 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
TINKY ERn
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 D3151
2016
1507.2.7.1, 11905.2.6.1
Wind Resistance
ASTM D7158
2011
3. REFERENCES:
Entity
Examination
Reference
pate
UL LLC (CER9626)
Physicals & Wind Resistance
File R2453, Vol, 3
OZ/35/2007
UL LLC (CER9626)
Physicals & Wind Resistance
20120516•R2453 _
05/16/2012
_
l UL LLC(TST9628)
Physical Properties
06CA20263
04/18/2006
UL LUC(TST9628)
Wind Resistance
11CA34308
02/18/2012
UL LLC (TST9628)
Physicals & Wlnd Resistance
4786093137
02/02/2014
.� UL LLC(TST9628)
Wind Resistance
4786126532
OZ/10/2014
I UL LLC (TSr9628)
Physical Properties
Classification letter
02/23/2014
UL LLC(TST9628)
Physical Properties
Classlflcationletter
10/02/2015
Miami-Dade(CER1592)
FBCHVHZCompllance
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 , TruDefinitlon Duration', Duration Premium Cool, TruDeflnition Duration Designer Color
Co action, TruDeflnition Oakridge, Oakridge and WeatherGuard HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip & Ridge Shineles:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge
Shingles and DuraRidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles,
4.3 Accessary 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 IERD nor Robert Nleminen, 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 forthat purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ )urlsdictions.
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 037940.02.12-118
Certgtcofe afAuthorlaodox 99503 a"EDITION(20171 FBC NON-HVHZ EVALUATION FU0674.123
Owens Corning Asphalt Roof shingles Revision 8: 30/09/2D17
Page 1 of a
`�J TRINITY ERD
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 V„d = 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 and Starter Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, Indicating the
shingles are acceptable for use in all wind zones up to V„d =150 mph (V n =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, as defined In FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional 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 In accordance with F.A,C. Rule 616203.
6. INSTALLATION:
6.1 Undedavment:
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 61620.3, per FBC 15072.3,1507.2.4 or R9052.3.
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.
_ ➢ Weether6uard His shingles require minimum six (6) nails per shingle,
➢ Devonshlre`" 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 published requirements, but not less than FBC
1507.2.6 or R90S.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical In 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 MinimumNailing— StarterStripShingleandStarterStrlpPlus:
Exterior Research and Design, U.C. Evaluation Report 037940.02.12•Rg
Ceerprete OfAer6m1.e11oA o95e3 an EDITION(2017) FRC NON•HVHZ EVALVATIOR FL10674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
62.6 Minimum Mailing —Classic*&Suoreme:
Normal Memard or Araaprra
Wind Arias Web Wind oavaneay.
Area Para vlwgol doadaNi Armor Wantda loans.
t a el
Bapoa[olEa
6.2.7 Minimum Nalling—Berkshire®:
t.'
Standard Fastening Pattern
`J I WNITi1ERD
Normal Maneard or Amu pare
yylnpArxW High Wind dbvanalp
Aron part V[9prb+ aormalea grass skates Aranaa
'8 Rr6�.glyomSr
.erpaaleGln
Exterior Research and Design, LLG Evaluation Report 037940.02.12.RS
Ceroloote o7Authadrationd95e3 OHEDITIONIZo171 F8C NON-HVHZ EVALUATION FL10674•H13
Owens Coming Asphalt Roof Shingles Revision 9; 10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing — Devonshlre• :
15418'exposure Beelentl1081100.
Esposid6n do6.515pulB U6ltad6ndalse64dor
Standard 6-Nall Fastenina Pattern
6.2.9 Minimum Nailing — Duration®, TruDi
Duration Designer Color Collection:
Standard Faster
t1
`J TRINITY IERD
Neils
Ten V Sixis dAs hsh Roof Cement
Mansard or Steep Slope Fastening Pattern
Duration® Premium Cool & TruDe
Hansard or Steep Slope Fastening Patten
6-Nall Fast
:ping Pattern
Exterior Research and Design, LLC, Evaluation Report O37940.02.12•RB
Certploate ofAutAorleaelon a9303 6" EDITION (Z017) FBC NON•HVHZ EVALUATION F1.30674•1133
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/ZO37
Page 5 of 8
`J I KINITY ERD
6.2.1 Minimum Nailing—TruDefinitiori Oakridge®, Oakridge®;
.E;NNIPittbin
'EfquoAla.talf.6'ahVbe;
t.
III-TTIS N�
I v WW
6,8/& Ekppum Otsarmor 6ER"Exphsure�
tiporfo!64N 88/apWa•' 'Erposril8dde 68/8pur¢
Standard Fastening Pattern
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing— WeatherGuarde HP;
6-Nall Fastening Pattern
Exterior Research and Design, U.C. Evaluation Report 037940.02,1E-RB
Cert71cate ofAathorlmpane9503 0EDI RON(2017I FBC NON•HVHZ EVALUATION FL30674-1133
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
,, TRINITY I ERD
6.3 HID & Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard 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 DuraRldge`" Hip & Ridge Shingles shall comply with the
Owens Coming current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published Information on wind resistance and Installation limitations, Including the 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 R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing — BerkshlreO Hip & Ridge and High Ridge:
6.3.4 Minimum Nailing — WeatherGuard® HP Hip and Ridge:
t vrewn grub
+—mmev '
FI®:E• Hip'& Aidga.SHinBIp.Fasleding
ropvnw
arly Nelb
a
1'.
� 6pwary
tY
Exterior Research and design, U.C. Evaluation Report 037940.02.12•118
Cert7tmte gfAathwkaV1.n h'9903 fire EDITION i20271 FBC NON•HVHZ EVALUATION F310674•R33
Owens Corning Asphalt Root Shingles Revision 8: 10/09/2017
Page 7 of 8
J
4TRINITYIERD
6.3.5 Minimum Nailing -ProEdge Hip& Ridge Shingles:
Prevailing
wind Direegon allbmattip
Ak-� 6' E%pomre
6.3.6 Minimum Nailing- DuraRidge'"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.
T,Vw
un Yb mi4i br
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 OA entity for Information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC- QUA9525 ; (631) 546-2458; Kanchl.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.11•118
CerWcate ofAuthmkallon o9303 6m EDITION (2017) FBC NON•HVHZ EVALUATION FL10574•R13
Owens Corning Asphalt Roof shingles Revision 8: 10/09/2017
Page 8 of 8
i
SCANNED
BY
Product Evaluation Report St. Lucie County
Rule 61G20.3 F.A.C.. I Report No, 2000, Rev. 2 1 Project No. 418.0102 1 3/211a I Page 1 of 2
Manufacturer Product Series. Model and/or Description
i
Maxim Industries, Inc Series "DCM" Dade Curb Mount Skylight
1 1630 Terre Colony Court Series "DSF" Dade Self -Flashing Skylight
Dallas, TX 75212
Code: Current Edition of the Florida Building Code Including the 61 Edition (2017) Florida Building Code
Compliance Methods: Product Approval Rule 61G20-3.005(l)(D) — Product Evaluation Report by a License Professional
Engineer
1
Product installation Instructions:
• MAX0001, Rev. C, dated 3/2/18, signed and sealed by Robert J, Amoruso, Maxim Industries, Inc. Series "DSF" Dade
Self -Flashing Skylight, Installation Anchorage Details
• MAX0002, Rev. C, dated 3/2/18, signed and sealed by Robert J. Amoruso, Maxim Industries, Inc. Series "DCM"
Dade Curb Mount Skylight, Installation Anchorage Details
Product Testing:
• Architectural Testing Inc. Test Report No. 01.43381.01, dated 01/29/03, signed and sealed by Steve Urich, P.E.,
testing to TAS 201-94, TAS 202.94 and TAS 203-94
1
Engineering Analysis 8: Product Evaluation: The following engineering and/or rational analysis/calculations have been
performed.
• Anchorage and product verification has been substantiated by calculation (PTC Report. No.1591, Rev. 0) prepared,
signed and sealed by Robert J. Amoruso, P.E. in accordance with the current edition of the Florida Building Code.
i
• Design Pressure Evaluation/Product Evaluation
o Drawing No. MAX0001 & MAX0002
• High Velocity Hurricane Zone (HVHZ): YES
• Outside High Velocity Hurricane Zone (HVHZ): YES
• Impact Resistant: YES
• Skylight domes using Covestro LLC Makrolon Polycarbonate Panels (Makrolon® (formerly
i Hyzod®) is a trade name for Covestro (formerly Bayer Material Sciences).
j o Architectural Testing Inc. Test Report No. 01-43381,01, dated 01/29/03, signed and sealed by Steve Urich,
P.E.
• Design Pressure Evaluation based on testing
• Margin of Safety = positive loading 3 and negative loading 2 for plastic skylight domes
applied to Structural Design Pressure per MD FAQ
(http://www.miamidade.gov/building/products/skylights.aso and meeting/exceeding
current FBC requirements.
• +180/-120 psf Structural Design Pressure
o 180/3 =+60 psf & 120/2 =-60 psf DP
• +9 psf Water Test Pressure equates to 6.06/15 =+60 psf DP
• Cyclic Test Pressure perTAS 203 was+/-60 psf
• Design Pressure = +/-60 psf
o Performance and Testing Standards
TAS 202-04
• TAS 203-94
�AWA� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752.0775
/OI/1. 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2000, Rev. 2 1 Project No. 418.0102 1 3/2/18 1 Page
Material Certifications/Component Approvals:
• Polycarbonate Panel Dome Material: See current Miami -Dade Notice of Acceptance (NOA) for component
approval for the following approved material.
o Covestro LLC Makrolon Polycarbonate Panels NOA can be found here,
Limitations & Conditions of Use:
• This product has been evaluated for use Inside the HVHZ (High Velocity Hurricane Zone)
• This product is Impact Resistance; therefore, a protective Impact -rated device Is not required.
• Refer to Product Installation Instructions noted above for
o Maximum allowable wind loads at related maximum allowable slze(s),
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to the structure.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations,
• Site wind pressures shall be determined by a licensed professional engineer In accordance with the current edition
of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design.
• Site conditions not covered In this product evaluation document are subject to additional engineering analysis by
licensed professional engineer or registered architect as required by the authority having jurisdiction.
• Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and
transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or
registered architect acting as the design professional of record for the project of installation.
Certificate of Independence per Product Approval
Rule 61G20.3.009
PTC Product Design Group, LLC and Robert J. Amoruso, P.E.
does not have, nor will acquire, any financial Interest in the
company manufacturing or distributing product(s) covered
by this Product Evaluation Report. PTC Product Design
Group, LLC and Robert J. Amoruso, P.E. do not have, nor
will acquire any financial Interest in any other entity
involved in the approval process or testing of the
product(s) covered by this Product Evaluation Report.
Digitally signed
by Robert J
10:09:46
Evaluated by:
Robert J. Amoruso, P.E.
FL PE License No. 49752
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/S. 321.690.1788 1 FBPE Certification of Authorization No. 25935
NltfAIM INDUSTRIF►S, INC.
SERIES "DSF" DADE SELF -FLASHING SKYLIGHT a
INSTALLATION ANCHORAGE DETAIIS
& �e
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wsrAuwmwxm>=s WMAXFROM WMAX
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'TiEg1WEM' LO.(1)w4TADAl10NA1CJ(�tL4ItEWWEOATF
pE(f13C}T11E A 1)illlGrgN5N0'Mt
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wasLMman itREtLURHt OF FSTALLATION aIVRKKt9OBIClm ARE m
TREl4NMUMNUYIEROFARGIdP.SLO wetl»®PoR rt
3- MAX FROMO
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tafamam'oFrt+E rtwxuFmtuuEuemuFxr.nm4uuu lncEOlsrANCEm w��'. go SW 3 m
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97114-
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m ALMMMILL A(%ANCEYARIANCHOR AIAIAIF�IIIUA81'4 MAX CA CA MAX
=WTERN' wsrauwLwnirsRucttoRSAtmAxaroRssxuL OA IM. DOME CA P. 3 5
OVFSIR4 LLC FBi NLRRERSm INSrIB^aIRAT6lNlii SDEI1GTHSL4s D.L.O. SKYUC4T FLANGE m
MWJTAftRWAt lnGtORaw uFAC[tIRFIE. aF®ernE LENGTH FRAME LENGTHE LENGTH RZ
LENGTH m 1�f
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ORACf
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1^ D.L.O. WIDDi
48- MAX OA INT.
SKYLIGHT FRAME WIDTH
49110 MAX OA
DOME FRAME WIDTH
54-MAXOA
FLANGEWLDTH
ELEVATION & ANCHOR
LAYOUT
Rmnl3Nem.PE
MyPE Nt V'PL.
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I, �
1. Wmonan#12fadenerby thus.R punched indRas,on holes 3'from each curer. natimon 12'on carder. Mkffi=m penetration=I-Mo. m •+
2- AWXISW*XI.756083T6 extruded aluminum retabung angle. Ahm tnurn angle mitered antdwelded @fmlr corneas, cii
3. 47-T X 95S'W Snt�outer Malmbn Polyiabo�e Dome by Cmrestro.LLC@B"heighlon test sample(domahei9Mvaries perskyfght size but not less Um Um largerof A
4
10%ofthedomesspan 41.
4. 7.5'X95SWEn In
Malaolon Po4vabonste Dom
e by Covestro. LLC04'height on testsample(dome heightrates per s iigmstre but notlessthan the largerof 8 m LL
10% of0edome'e span 47.
S. OSI PR56 2uretlurre Located between atmtlnum retaming ogle and outer donne, a bebratr Tnwdome and almnlmon inane. - €�
6. Sealanitye.t'X.125' betmenouleraMinnerdomes. 'O g� QQ
7. G063-T6 e#rudM al frame./Juror u fr mbemdmdwelded@faurmmers. a C� �s g
& 1112X1.75•fashumer. Ow
fstanerlomlad egiddstantfrom each comer. eau Wsfaros perskyggN. _
9. mox.W51"awwoleatool fastener. Located 4^fmmeach come+, mrodnnan ll'on renter.
10. All units equal to or less t the total sgrera footage mtha ladspechwe 36 square feet wag be accepted under His approval. Width andforheighlol tested urdcannotbe o a
emended.
11. Minhmon distance 4"fn m angle gP to roof sufaceforstungles or BURwddrwd fnsulador. Forinsutation and 9a roof add the heightand bmiadon thklmes to the4'rnmirnon
height 3 9
OWaPalyc.arbooale Dome O3 i 3g
m
ImetPotycerbooute Die ® k
#12Stafidm Stc4Fasrmawido f w
amPcma Kasket One fmteaCC ® - z� z
locoed egrddasmm6amemh �N 4w o ¢
Eel
come. (Ford fulmeraPrc r°ii to
arYbB�) o di m
omdo
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4"5cam. a m m
O .0601 FilmdrglAbmmom _r0.0fi0"AInm�Frame 7O m
Design Prc ssure: 60psf
Mai®#12 wood scnaw yrA Q .
cam. I-W embedmrnt into
3' oe Flavga mbstaterecervmSPint.
Insmltatioabolm 3a fmmeacb
comer maaanrrm 12' oneenter.
W4tl14mwwP.E
iMunE W�m4
1-3/8" Min.'s' Digitally
Embedment ' > signed by
Self Flashing Model
ltaofaut� na1sbr � . RDb
f
toofdew7s stag �prywHh _� Amorosrus
o
c8apteruafine omam - � � sDate:
FECead Glupta9ofPoe `'sµ`�^�eP W0 fi. ft,
EdIdmFRC. 10-0909
-05'00'
Product Conformance to 6th Edition
Rule 61G20-3 F.A.C. ( Project
Product Manufacturer
Maxim Industries, Inc.
1630 Terre Colony Court
Dallas, TX 75212
Florida Product Approval No.: FL2418
Code: 611 Edition (2017) Florida Building Code
Compliance Method:
Florida Building Code
418-0102 1 1/8/18 1 Page 1
Product Name, Model and/or Description
Dade Curb Mount Skylight Polycarbonate Glazed Aluminum Skylight
Dade Self Flashing Skylight Polycarbonate Glazed Aluminum Skylight
RECEIVED��
DEC 2 8 20'i6
ST. Lucie County, Permitting
• Product Approval Rule 61G20-3.007(1)(f) —Self-Affirmation
• Product Approval Rule 61G20-3.005(1)(d) — Product Evaluation Report by a Licensed Professional Engineer
• Product Approval Rule 61G20-3.015(4)(d) — Equivalency of Standards
• Product Approval Rule 61G20-3.005(l)(e) — project specific approval by the local authorities having jurisdiction in
accordance with alternate methods and materials authorized in the Code (Section 104.11)
Code Conformance Review: The undersigned has reviewed the above referenced Florida Product Approval and associated
documents and found all drawings, reports, referenced test standards, and testing as noted in the approved documents to be
in compliance with the 61h Edition (2017) Florida Building Code.
It has been concluded that no revisions or changes to the referenced standards have occurred between the following (where
applicable) that affect the results of design, testing or engineering of the approved product(s).
Chapter 35 of the 51h Edition (2014) Florida Building Code compared to Chapter 35 of the 6th Edition (2017) Florida
Building Code
Chapter 46 of the 51h Edition (2014) Florida Residential Code compared to Chapter 46 of the 61h Edition (2017) Florida
Residential Code
Test Protocols for HVHZ/5th Edition (2014) Florida Building Code compared to Test Protocols for HVHZ/6th Edition
(2017) Florida Building Code, specifically the following where applicable.
o TAS 201-94, TAS 202-94 and TAS 203-94
Conformance Review of skylight glazing material Manufacturer(s) and Component Approval per Miami -Dade NOA:
• The currently issued Miami -Dade NOA for component approval to the Florida Building Code for Covestro, LLC
Makrolon Polycarbonate Sheets was reviewed and found to be in compliance with the 6th Edition (2017) Florida
Building Code. Covestro, LLC Miami -Dade NOAs can be found here.
Therefore, all test standards used in testing and all design standards used in design and engineering of the currently approved
product(s) remain valid for compliance to the 6`h Edition (2017) of the Florida Building Code.
Certification Agency Certificate (attached)
• N1009198-R5, Expiration 12/31/21 for Dade Self Flashing Skylight
• N1009198.01-R5, Expiration 12/31/21 for Dade Curb Mount Skylight
Installation Instructions (available from Product Manufacturer)
• Drawing No. DSF1507, Dated 7/10/15, signed & sealed by T. Berman, P.E.
• Drawing No. DCM1507, Dated 7/10/15, signed & sealed by T. Berman, P.E.
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752.0775
/�/ ` 321-690.1788 1 FBPE Certification of Authorization No. 25935
Product Conformance to 6th Edition
Rule 61G20-3 F.A.C. I Project No. 418-0102
Certificate of Independence per Product Approval
Rule 61G20.3.009
PTC Product Design Group, LLC and Robert.]. Amoruso, P.E.
does not have, nor will acquire, any financial interest in the
company manufacturing or distributing product(s) covered
by this Product Evaluation Report.
PTC Product Design Group, LLC and Robert J. Amoruso, P.E.
do not have, nor will acquire any financial interest in any
other entity involved in the approval process or testing of
the product(s) covered by this Product Evaluation Report.
17) Florida Building Code
/8/18 1 Page 2 of 2
Digitally signed
by Robert J
Amoruso
-Date:-2018.01.08
16:55:56-05'00'
Evaluated by:
Robert J. Amoruso, P.E.
FL P.E. License No. 49752
��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752.0775
i/L 321-690-1788 1 FBPE Certification of Authorization No. 25935