HomeMy WebLinkAboutProduct Approval CREEK
Certcate of Authorization bur 29824
17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT 2014 FLORIDA BUILDING CODE
Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued April 13, 2015
P.O. Box 1404
Joplin, MO 64802
(417)624-6644
hftp://www.tamko.com
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3,
1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3,
1507.8.3.2, 1507.8.8,T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9
Properties: Physical properties
REFERENCES
9E& Report No. Standard Year
PRI Construction Materials Technologies(TST6049) TAP-191-02-01 REV ASTM D 1970 2009
PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2009
PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2009
PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2005e01
PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2006
PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2009)
PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009)
PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2006
PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2006
PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2009)
PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2005e01
UL LLC(TST9628) 13CAl2269 ASTM D 226 2006
PRODUCT DESCRIPTION AND APPLICATION
TAMKO®ASTM Slate ASTM D 6380, Class M,Type II underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
Min.slope: 2:12
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"staggered end laps and in
accordance with FRSA/TRI 07230 for tile
applications.
Allowable roof coverings: Attachment of asphalt shingle valleys and clay and
concrete tile shall be permitted in accordance with
the FBC.
TBP14001.1 FL12328-R5 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not
specifically addressed herein.
i
REEK TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES,LLC
TAMKOO ASTM Tile ASTM D 6380, Class M,Type II underlayment constructed from an organic felt saturated
Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules.
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"staggered end laps,and in
accordance with FRSA/TRI 07230 for file
applications.
Allowable roof coverings: Attachment of clay and concrete tile shall be
permitted in accordance with the FBC.
TAMKO®Master ASTM D 6380, Class S,Type IV underlayment constructed from an organic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral.
Application: The underlayment shall be installed along the valley
in accordance with FBC requirements.
Allowable roof coverings: Attachment of asphalt shingle valleys shall be
permitted in accordance with the FBC.
TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane
Guard Plus® with a mineral surfacing and a removable release film on the adhesive side.
Application: The underlayment shall be attached by adhering
directly to the roof deck with minimum 3-1/2" side
laps and minimum 6"staggered end laps.
Min. application temperature: 40°F.
Allowable roof coverings: Attachment of asphalt shingles and mechanically
fastened concrete and clay the roofing shall be
permitted in accordance with the FBC.
TAMKO®No.15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"end laps.
Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood
shingles, wood shakes, and roll roofing shall be
permitted in accordance with the FBC.
TAMKO®No.15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"end laps.
Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood
shingles, wood shakes, and roll roofing shall be
permitted in accordance with the FBC.
TBP14001.1 FL12328-R5 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODCUTS,INC.
CREEKTAMKO Underlayments
TECHNICAL SERVICES,LLC
TAMKO®No.30 ASTM ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"end laps.
Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay
and concrete file, slate shingles, wood shingles,
wood shakes, and roll roofing shall be permitted in
accordance with the FBC.
TAMKO®No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
Application: The underlayment shall be installed with minimum 2"
side laps and minimum 4"end laps.
Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay
and concrete tile, slate shingles, wood shingles,
wood shakes, and roll roofing shall be permitted in
accordance with the FBC.
TAMKO®TW Metal and Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a
Tile Underlayment polymer film on the surface and a removable release film on the adhesive side.
Application: The underlayment shall be attached by adhering
directly to the roof deck with minimum 4" side laps
and minimum 6°staggered end laps.
Min. application temperature: 40°F
Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and
mechanically fastened clay and concrete files shall
be permitted in accordance with the FBC.
TAMKO®TW Self-adhered, fle)able, ASTM D 1970, rubberized asphalt sheet membrane with a
Underlayment polymer film on the surface and a removable release film on the adhesive side.
Application: The underlayment shall be attached by adhering
directly to the roof deck with minimum 4" side laps
and minimum 6°staggered end laps.
Min. application temperature: 40°F
Allowable roof coverings: Attachment of asphalt shingles and metal roofing
shall be permitted in accordance with the FBC.
TBP14001.1 FL12328-R5 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not
specifically addressed herein.
GDEEK TAMKO BUILDING PRODCUTS,INC.
j� TAMKO Underlayments
TECHNICAL SERVICES, LLC
LIMITATIONS
1) This evaluation report is not for use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Wind uplift resistance in not within scope of this evaluation.
4) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
5) Minimum application temperature shall be 50°F unless otherwise noted. Contact the manufacturer when
installing at temperatures below the minimum application temperature.
6) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck
shall be installed in accordance with FBC requirements.
8) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements.
9) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in successive courses installed up the deck in a manner that effectively sheds water from the deck. End
laps shall be staggered between courses in accordance with the manufacturer's application instructions.
10) The underlayment may be used as described in other current FBC product approval documents.
11) The underlayment shall not be installed over existing roof coverings.
12) Contact the manufacturer regarding specific exposure limits for each underlayment.
13) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida
Building Code as evidenced in the referenced documents submitted by the named manufacturer.
ttJ1111 ni►rii1�i
, PFtY R. py�.,, 2015.04.1
�ENs�.Fs�.,, ° - f
No 74021 � ...._:,.__ 3 09.06.05
* = -04'00'
STATE OF :44/�
��,�•. Q. : Zachary R. Priest, P.E.
��i,FS;• R •••C?�%.` Florida Registration No.74021
�0 Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this
evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product
END OF REPORT
TBP14001.1 FL12328-R5 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
f
'.11
® DA . . 0;D s . . • a GUIX06St
SUPPLY & MANUFACTURING
GULF' '� '
` ' i PANEL • • •
FLORIDA PRODUCT APPROVAL NO. 11651-22 R2
TM
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. GulfRibTM Roof Panel over 1S/32"Plywood
Florida Product Approval #11651.22 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 .EL S.•k�,
�, rENS�;5,r,'�
Engineer Evaluator: Z*: No, 75519
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743 53- STATE OF :Q;
Validator: �'�,�oNAL 0A
Locke Bowden, P.E. #49704 1''"" '' `%
9450 Alysbury Place o,613oioi5
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL#11651.22 R2•JUNE 15,2015,
. . ® ® .
KUHN ENGINE ERIN G, LLC
11670 ISLAND LAKES LANE. BOCA1
SUPPLY & MANUFACTURING
fROVAL t
FLORI G ull 'Coz s
IJ
G UL F
• GUAGE GULFRIB"A PANEL OVER • •
PRODUCT APPROVAL O 11651.22 R2
.'
TM
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: GulfRibTM' 3/4" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel over minimum 15/32" Plywood Decking. Non
Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/4" Major Rib at 9" O.C.
Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum 15/32" thick,APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this evaluation.
Must be designed in accordance w/Florida Building Code 2014.
Design Uplift Pressures: Table"A"
EMaxlmum Total=Uplift Design Pressia`re 69 25psfi � � 15925 psf ,;r ;<
Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
fir. I
r�^u s,� F!�`Nr ,�' � j a g •' �u:fi
Fasteners PatternSpacng " 4471i 6
°`C12 OC s
Design Pressure includes a Safety Factor=2.0.
FL#11651.22 R2•JUNE 15,2015
® ® Ua s e ® .
KUHN ENGINE, ERING, LLC
1IS LAIND LAKES LANE. C• Q464
z
SUPPLY & MANUFACTURING
GULFF[,D
• RIBORIDA PRO G61i'cozk
PANELOVER • •
FLORIDA PRODUCT APPROVALNO. 1 6 1l ..' 2' R2
TM
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06-Test for Uplift Resistance of Roof Assemblies
• UL 1897-04-Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/ 1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization#TST-5328)
Report No. 117-0062T-07A, B, Dated 02/19/2007
2. Certificate of Independence
By Dan Kuhn, P.E. (FL#75519)Q Kuhn Engineering, LLC
(FBC Organization #ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test
standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
FL#11651.22 R2•JUNE 15,2015
ENGINEERING,KUHN
i
• 4Nn`
FLORfDA MODUCTAPPROV'A'� ' Gulfcadft
SUPPLY & MANUFACTURING
G U L F
26 GUAGE ' i PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. -11166511.22 R2
Im
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
Design Procedure: For roofs within the parameters listed on the load table,fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10
using allowable stress design.The maximum fastener spacing listed herein shall
not be exceeded.This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL#11651.22 R2•JUNE 15,2015
TABLE
G6ilcozk
SUPPLY & MANUFACTURING
G L v L i I
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• GLIAGE GULFRIBTmOVER • •
LORIDA PROD UCT'APPROVAL NO. 11651.2:2 R2
TM
ENGINEER LOAD TABLE:26 Ga. GulfRibTR° Panel over 15/32"Plywood
Buildings having,a"Roof'Mean,.Height s20'-0";Roof Slope: 2"/12," - 12;1/12" Gable or Hip Roof;Wind Speeds 1207,
:180rnph, Exposure C,,Risk Category.Il; EnClose'd'Building, based on Florida Building Code 2014.
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
Penetr
SPEED (MIN.atiodo (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
n) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 #9-15x1.5" Plywood 24",TYPE 1 24',TYPE,1, 24",TYPE 1" '24",TYPE 1' -24",TYPE 1 "24",TYPE 1 24",TYPE 1
ZONE 2 #9-15X1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 12 TYPE 2
ZONE 3 49-15x1.5" Plywood 24",TYPE 124",TYPE 1' 24",TYPE 1 12",TYPE 2 12",TYPE 2 12",TYPE 2 12",TYPE 2
1.)PANEL DESCRIPTION:GULFRIBTM, MIN. 26 GA., GRADE 80,36"COVERAGE,3/4"TALL.
2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:69.25 PSF®24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING:MIN.15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014
zoNE 2 RIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or
ZONE 3 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
—L———————————————— a less than either 4%of the minimum width of the building or 3 feet.
TYPE 1 FASTENER PATTERN
RIDGE
At�9" 9°y99
Panel Lap
I
ZONE 1 \\ \\ I Coft Tape Seal for use on Slopes less than 3:12
\ \` (1)#9.15 x 1-1j1-112'w/Sealer Washer Qa 241 O.C.Max.
EAVE
TYPE 2 FASTENER PATTERN
ZONE Z GABLE ROOF �-T {-6.5"—{2.5" 6.5"—{2.5°{-6.5 -{2.5"{-6.52.5°
-'- L
-------------------
I I
I I
RIDGE L Cont.Tape Seal for use on Slopes less than 3:12
_—— (1);�15 x 1-112°w/Sealer Washer®10 O.C.Max.
--- — ------------
_a
------ + a
I
ZONE 1
I I
+----------------------
` ZONES VEAVE
FL#11651.22 R2•JUNE 15,2015
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GULFRIB'm DETAIL MANUAL
GulfCo&t
FORMERLY KNOWN AS TUFF-RIB $U P P LY R. M A N U F A C T U R I N.G
The Gulf Coast Tuff-Rib®
Roofing Panel
# Gulf Coast Tuff-rib®panels are a strong,
durable, economic, and attractive answer to
n. the growing demand for metal roofing needs
in Florida'and southern Georgia. Extremely
versatile, they are.suitable for homes and
businesses as well as agricultural and utility
buildings -Tuff--rib®panels provide a 36-inch
a coverage with%inch.ribson nine-inch
centers, and utilize an anti-siphoning channel
LU provide protection from severe weather
Figure 1 The Gulf Coast Supply office (left)and manu-
facturing facility.
conditions. Both panels and trim are fabricated using r
state-of-the-art computerized equipment at our facility ' a
near Horseshoe Beach, Florida, to assure unifor- A� -7
mity and consistency in product manufacture. Branford
Panels are roll-formed to the lengths specified ►� I t ""� -7 1
by customers in either Galvalume or any of 49
more than twenty colors of painted 29-gauge, i
26-gauge, and 24-gauge high-tensile metal, ---- - -�
19 Cross 51
ready for either customer pickup or on-site .1cy zb
delivery(customers should call about Guff of 1Yento� �
availability of 24-gauge metal). Your Gulf "'e)d°° n1l
lbws 19
Coast representative is waiting to assist you 51 c»elimn a
in making the best choice for your particular Gulf ast I t rseshBe Ocala
roofing needs. Supply tea ` I» 27
Gulf Coast's Tuff-rib®panels are 74 mlleof south
Figure Fi 2 Location of Gulf Coast Supply
fabricated from AZ-50 (painted) orAZ-55 cross City9 PP y
(bare Galvalume) grade 80 coil stock(grade 50 for 24 gauge). The bare Galvalume finish is not
only durable and cost effective, but offers reflectivity
so valuable here in the South. The paint system
employed on painted products offers optimum
exterior protection plus superior resistance
to corrosion and ultraviolet radiation.
Figure 3 The Tuff-rib panel I�-9 While bare Galvalume carries a 25-year
limited coil manufacturer's finish warranty, most painted metal carries a 40-year warranty. Both
painted and unpainted are of the highest known quality in the industry.
Gulf Coast also stocks a complete line of fasteners, sealants, and other accessories to meet
every need of both the do-it-yourself homeowner and the roofing contractor. A complete line of
both'in-stock.and custom-made flashings and trims are available in all colors.as well:
11(998) (I ' a a
FORMERLY KGULFRIB" DETAIL MANUAL
NOWN AS TUFF-RIB lfc&M
SUPPLY & MANUFACTURING
Installation of Panels
Roof Pitch
Gulf Coast roofing panels require a certain degree of pitch to ensure proper water drainage.
Florida`Building Code allows a minimum pitch of 2/12 for Tulf--rib®panels as long as lap screws
and sealant are applied to the laps to prevent water from siphoning over the ribs (see Fig. 5 on p. 4).
Lap screws and sealant are optional when the pitch is 4/12 or.greater(4/12 pitch means that there is 4
inches of rise for every 12 inches running horizontally). As a general principle,the less steep the roof,
and the more necessary also that sealant be used at all side-laps. Consult our representative for
recommendations for your particular roof pitch, and about roofing options if you have less than a 2/12
pitch.
Roof Preparation
Oil-canning is a wave-like,rippled appearance extending up the length of the panel after it has
been installed on the roof. Any irregularities in the roof, including uneven plywood joints,warped
plywood, uneven trusses,poor application of underlayment, the use of button caps with felt paper, etc.,
can promote oil-canning. Care should be taken to provide a flat, uniform surface on which to attach
the panels. See page 6 for more details.
Roof Application
Panel installation should begin at the gable end of the roof opposite the prevailing rain-bearing
wind(this will provide added assurance against wind-driven rain being forced under the laps). Measure
one panel width in from the roof edge. At this point chalk a line from ridge to eave. Place the leading
edge of the first panel along this line. It is extremely important that this panel be laid square to the eave
and ridge so that the remaining panels will line up square on the roof frame. It is wise to have a person
at the eave and at the ridge to ensure that the proper panel coverage is being maintained across the roof.
Also be sure that the panels are properly side-lapped(see fig. 7 on page 7).
In applications where end-lapping is necessary,the upper panel on the slope should lap over the
panel that is lower on the slope by about 12 inches. Lesser roof pitches require a greater amount of
panel overlap. All end-lap applications should use two horizontal rows of butyl sealant tape across the
panel and proper fastening to provide a maximum water seal.
An overhang of 2'to 3 inches on the eave is recommended to provide a drip edge,while only 1
inch overhang is necessary where gutters are used. The open panel ribs at the eave can be sealed with
inside closures. For maximum weather-tightness, a row of butyl tape can be applied above and beneath
closure material.
Trimming and Cutting Steel Panels
The best device for cutting steel panels across the profile is either hand snips or a nibbler.
Nibblers, and especially Carborundum blades on electric saws,however, do have a tendency to either
leave hot metal particles that can burn paint surfaces,or to leave rust marks on_panels and trim. The
same is true of any filings left on the roof caused by the application of screws. Care should be taken to
brush all such particles from roof surfaces after application.
To cutpanels lengthwise: Note carefully where the panel is to be cut, and, using a straightedge,
score deeply down the length of the panel with a sharp-pointed utility knife. Folding the panel along the
score mark, and bending back again if necessary, should produce a clean break in the panel.
_..
CAUTION► clean all metal shavings and particles off of roof to avoid unsightly rust stains
I Ifo
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FORMERLY KNOWN AS TUFF-RIB SUPPLY & MANUFACTURING
Residential Trim
Seep. 12 for Siding Trims Valley
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Endwall 9.
flashing ��
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Roll Lite Door Lap Screw Apply sealant
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Transition
Fl Sg hill urhn be
garui le a
- - _ - --
,� p.
(p.10)
Figure 5Butyl tape or caulk is required when the
roof pitch is 3/12 or less, with lap screws applied
every 2 feet to maintain water-tightness of the lap.
On pitches greater than 3/12,lap screws and butyl
Figure 4. Roofing.trims and flashings are named'by the tape are optional. For more details on screws,
location or function of that particular piece on the building. see pgs.6 and 7-
1(888) 1www.GulfCoastSupply.com
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0'0 %1�V GULFRIB" D
ULFRIB" DETAIL MANUAL
Gulf Coast
FORMERLY KNOWN AS TUFF-RIB SUPPLY & MANUFACTURING
Ordering Roof Panels and Screws
Care should be taken to order panels of the correct length to avoid having to make
.corrective measures after purchase. Panel lengths should fall 2 to 3 inches short of the ridge when
a vented ridge is desired, and should extend 2 to 3 inches past the eave to allow a sufficient drip
edge (except as noted on pg. 3. concerning gutters). When-a roof transition is involved, panels of.
the upper portion should be ordered short to allow placement of the transition.flashing(see
diagram on p. 10). The Gulf Coast sales personnel are ready to assist:customers with'.information
specific to their particular roof.
Specially-washered screws applied through the flat of the metal is the most recommended
method used to attach roofing.panels. 1-inch screws can be used if penetration of only 3/4 inch is
either necessary or desired; otherwise, 1%2 inch'screws are usually recommended. 21/2 inch screws
are also available, and are often used by those who adhere to through-the-rib fastening; and for
ridge-cap application. See pages 6"and 7 for more information on screw spacing and ordering.
Ordering and Applying Trim
The most common flashing for metal roofing is the ridge cap, which is used at the peak of a
roof where two opposing roof slopes join. Other flashings include transition flashing, end wall
and sidewall flashings, and valleys(see diagram on right for application). Eave trims include
gable flashing and eave drip,-either.of which are often applied above fascia trim: When roof pitch
exceeds 5/12 (a 5 inch rise in 12 inches), the slope of the roof should be mentioned when ordering
ridge caps, endwalls, and eave drip. When a steeper roof slope meets a lesser slope, both slopes
should be mentioned when ordering transition flashing.
.At the gable edge the use of gable trim adds to.the appearance of the structure and protects
the fly-rafter, and sidewall flashing is used where the side of a panel butts up against an adjacent
wall. In either case, the installer should'be careful-to seal between the gable rake or sidewall and
panel with butyl sealant tape, and to fasten the rake every 6" to-12" up the slope of the roof with
the appropriate screws. If eave drip is used on the gable, the number of 90 degree eave drip
should be specified separately from that used.on the drip edge when ordering.
To prevent penetration of water, insects, and debris at the ridge, outside closures should be
inserted between the ridge:cap and the;top end,of the panel. Screws are.applied through the ridge
cap, closure, and rib in at least every other rib of the panels. At least a IV' (or preferably 2%2")
screw should be used for attaching ridge caps. .Self-drilling lap screws can also be used to attach
ridge caps.
Keep Materials Dryl
Paint and finishes of Gulf Coast panels and trim are designed to withstand severe rain and
wet weather conditions..Neither paint, galvanized, or Galvalume finishes,however, are designed to
-be in continuous contact with water for long periods.of time. Damage will result if uninstalled
panels or trim are allowed to remain wet'in storage Be sure to store material that will not be
installed immediately in-a dry location. Wet material should be air-dried and re-stacked if
installation is not planned right away.
..Gu1fC6a"st , ; , ,,
• FORMERLY KNOWN AS TUFF-R!B SUPPLY & MANUFACTURING
Screw urlin Spacing
How to Figure and apply Screws 12 inch 18 inch 24 inch
Ts 50 270 i 180 k 135
Gulf Coast Supply carries screws in 3 different lengths: 1 inch,l'/z 0' 100 540 360 270
inch, and 2 '/z inch. 1-inch screws will barely penetrate a 1x4,but theo `200 1080 720 540
>, 300 1620 .1080 810
11/2 inch are the best all-purpose size. 1/Z-or 21/2-inch screws are .0 400 21601440 : 1080
necessary for attaching ridge caps. The table on the right can be 500' 2700 T 1800 1850
used to figure approximate quantities of screws for various purlin
`600 3240 ���2160'' 1620
spacings and sizes of roofs. For 2-foot spacing between rows ofo 700 3780 : 2520 1890
screws,multiply the total linear feet of metal times 2.7 � 800- 4320 2880 : 2160
Example: your order is 1250 feet of Tuff-rib roofing. 900 4860 _: 3240 2430
1000 5400--3600 '2700
1250 x 2.7=3375 screws
1100 5940 ; 3960 -2970
Please confirm all estimates with your Gulf Coast representative when
,120q 6480 4320.i 3240
you placed your order. 1Figure 6:Tu_ff_ rib,panel screw.. -:'y.
Codes allow re-roofing over shingles without the use of battens. calculation chart
provided the roof has been checked by a licensed roofing contractor to insure levelness and pullout integrity.
Tuff-rib metal roofing can be separated from the moisture barrier by minimum,nominal 1"x3" yellow
pine battens spaced on maximum 24"centers, or according to ASCE calculations where applicable. Since
direct contact between pressure treated lumber and metal roofing must be avoided in order to prevent
potential corrosion, Gulf Coast Supply sells only untreated battens.
CAUTION: Battens must be fastened to the roof deck with minimum#6 screws at 12" on-center, or two
minimum 8d common or pneumatic nails spaced 8" on-center, or one every 4" on-center(or by applicable
calculations according to ASCE 7-98). Battens must be installed to support the entire width and length
of ridge, eave, hip,valley',and gable-end trims.
For solid decking, at least 15/32-inch structural plywood supported on rafters at a maximum of 24" on
center is required.
If care is taken,metal roofing application can be aided by pre-drilling panels,.allowing screws to go
quickly and accurately into the desired spacing. Pre-drilling will work provided that pilot holes are placed
accurately in the proper locations on panels. Purlin spacing must be uniform and carefully measured.
For panel lap details, see Figure 5 on page 4.
Gulf Coast Policies
Delivery policy Delivery charges apply to all orders where delivery is requested. Please consult your Gulf Coast
sales department for details.
Sales tax All orders picked up at Gulf Coast Supply,and all orders delivered within the state of Florida,are subject
to state sales tax. Tax exemptions should be verified prior to delivery or customer pickup.
Warrantied products A 40year warranty applies to most material*manufactured from painted coil stock,and a
25-year warranty to Galvalume material.Ask for details.
Indemnity All prices and designs are subject to change without notice
Disclaimer While we have made every attempt at accuracy in this manual,we are not responsible for typographic,
printing,or technical errors.
OR Canning—a repeating,:wave-like appearance in the length of the panel—is a common and.often unavoidable
phenomenon in metal panels like Tuff-rib roofing that have large,flat areas within the panel.It is therefore not a
defect,nor a cause for rejection. See p:3 for details on how to avoid oil-canning. .
Return policy All panel orders and special order(non-stock)trim are considered the property of the customer and
non-refundable once they are manufactured. Standard trim and accessories are_refundable providing they are
returned in a clean,resalable condition. Restocking charges will apply to any items at the discretion of the Gulf
Coast representative.
. .
��XiGULFRIB DETAIL MANUAL
FORMERLY KNOWN AS TUFF-RIB - U
SUPPLY & MANUFACTURING
Gulf Coast Tuff--Rib® Roofing Panels
SECTION PROPERTIES ALLOWABLE LOADS (PSF)
Fb: Live Load Live Load
Ix,ln Sx In: Ix In.Sx In Wind Load
Panel Fy h�cknes KSI Weight ,Girth (Stress) (Deflection) .
Gauge KSI'. In., Pos. Neg.. PSF In:' Positive Negative 2� 2'8' 3- 13!§', 4' 2' '6` 3 '6 ,4 2' 2'6' 3' 'fi' 4-
BendingBending
26 ga. 80 .0187 36 36 ,. .9142 .0288 0482 .0288.1892 170 109 76 56 42 128 82 57 42 32 102 52 30 .19 13
29 ga. 80 .0142 36 36 .69 40.875 .0232 0374.0232.1786133 85 59 43 33 100 64 44 33 25 82 42 25 15 10
Fastening Schedule for Various Wind Speeds
Wind Speed Zone
110 MPH 120 MPH 130 MPH 140 MPH
Roof Fastener Fastener Size Attaching to: OnCenter OnCenter OnCenter OnCenter
Zone Type, Spacing Spacing Spacing Spacing
Woodgrip® - -=1x4 wood
Zone 1
or,, #9-15 x 11%
24 34 2
WoodZac® - purlins
Woodg'ri ® -15 x 1'/z Purl!ins 2 ;
Zone-2. orp 1x4 wood 24 24 4" 12"
WoodZac P
Wood ri ®, 1x4W,00d'
Zone 3, or
. 067.-1 "x 1'/a. purlins° 24" :12„ 1°2u 12"
Zone2 � a � . . .
. E-ave a Roof Zones Each "zone"of the roof has its own
......................... .........................................:...
screw requirements. Dimension a is
defined as 10%of the minimum width
of the building, or 40%of the mean
.. ...................................................................... ... height of the roof, whichever is
: a smaller; however,a cannot be less
--------------------Ridge----------------- �- than either 4%of the minimum width
.. •..................................................................... ... of the building, or 3 feet.
Zone 1 Gable
Ridge
..... ............. ..................... ;r!
Eave
Zone 3 iter
0n a�n .
Li
Figure 7 Screws should be placed on both sides of the ribs at both eave and ridge, Eave
and on the overlap side of the panel lap.
1(888) 1 •. . .
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IB Gulf Coast
FORMERLY KNOWN AS TUFF-RIB
SUPPLY & MANUFACTURING
Eave Drip
— -=-- & Fascia
�---3 n-s
�- FHA We ED-3 Style 2 fig"
Eave,drip ° Eave drip
7/16'
For custom eave drip, specify the
Eave drip with fascia and inside closure
Eave drip a amount of the eave that will be.
Figure S Eave drip and fascia give a finished look along the.drip
covered(dimension"a7), and, for
eave of the house, as well as providing protection for the steeper roofs, specify pitch. If
materials they cover.The eave drip should completely cover the Fascia a fascia is desired,be sure that the
top edge of the fascia. Inside closures,which seal off the open dimension you order will be
ribs of the panels,are optional. –.i b r- hidden by the cave drip.
Summary of Stock Trims and Flashings
item special order information
Ridge caps'(RC=2) specify pitch_if-less:than 3/12 or greiit&than 6/12. Also;available in Ici
larger widths. Closures-recommended:`
Eave drip (FHA,ED-3)'2.common styles. .FHA style is-pre-pitched for3/12,to 6/12 roofs. For
appearance or ease of application, order by either specific pitch or as
gable trim (90°).
Gable flashings lzesidentiiaT(EF-1),,large:(GR-2), and sma11.(GR-1)rakes available:Use
-butyl,sealant betviween rake and panel,
Valleys (PV-1) specify pitch if greater than 7/12: Seal with universal foam closure
material:.Open-hemmed..valleys (FV=2) aid water-tightness.
Sidewall(SW-1) ` :Use butyl sealant between sidewall flashing.and:panel.
Endwall(EW-1) Specify pitch if greater than 5/12. Seal with outside closures.
Transition;flashing ` `Specify pitches ofboth`roofs. Sea'!I6wer slope using outside closures and,
I desired,inside closures ®n upper sl®
pe.:.
si
o . .
000,
N
,)',,, ULFR1B DETAIL MANUAL
GulfCoas
FORMERLY KNOWN AS TUFF-RIB SUPPLY & M A N U F A C T U R I N G
Ridge Cap loo,
The Ridge Cap is used to seal the point at
which two upward slopes meet. This can
be both along the ridge of the roof as well
as a covering for a hip. Either woodgnp
or, self-drilling lap TEK screws, are -��
applied through the ribs ofthe metal.
Since-debris, insects, and blowing "
rain can find easy access.under the ridge
cap, closures are required to either
.completely or partially seal the opening. �, f
Closures under ridge caps..come in 3
types: solid,vented,and hip tape. Figure 9 Ridge cap showing outside closure (left) and profile vent
Solid closures ("Outside Closures") are (right).
the same width as the panels. They lock together in a row placed directly
under the screws that attach the,ridge cap, and form a solid,water-tight,
air-tight barrier.
Profile Vent® comes in 50 foot rolls, is 3 inches wide, and forms a.water R V.,
retardant, insect resistant barrier that allows hot air to escape from the h'
attic,and is superior to many more elaborate and expensive vent systems.
Any length may be ordered.
Hip closure tape(Peel and Seal is a sticky,adhesive-backed metallic tape .
that seals the hip roof. Itis 6 inches wide and comes in 33%2 foot rolls
Because it must be conformed to the rise and fall of the panel ridges, =�
approximately 10% extra may be needed beyond the length of the hip
being covered. _
Figure 10 Pipe Boots provide a
water-tight, seal, around . roof
Outside 6„ Profile Vent® vents.and come in a variety of
closure or Versa-Vent® sizes. The seal with caulk and
conform to the shape of the
panel ribs.
`Lap or 2Y2'WoodgiiP i► `"'::;:_
screw required
RC-2 Standard 12-inch Ridge Caps
are strong,economical and adequate for most of your roofing needs
a�
6"� /
RC-2 style over-sized ridge caps
are available with 18-inch coverage,or as a custom trim
RC-1 style 124nch Ridge Caps item in total widths(2 times"a")of 14-, 16-, 18-,20-,
are also available in custom widths 22-,and 24-inch
s . .
f,
B'm DETAIL MANUALGulf. t
FORMERLY KNOWN AS TUfF-RIB
SUPPLY & MANUFACTURING
® End-wall Flashing
�� End-wall flashing is applied where the upward
/ slope of a roof meets a wall: The wall side of
the flashing can be covered with siding or
counter-flashing, and outside closures are
caulk(SolarSeah necessary to seal
�-recommended) between t h e
�,✓' �� caulk edge(order EW-1C) flashing and the
(used if endwall not panel.Roof slope
e. 3 covered by siding) s h o u l d b e
' mentioned if roof
�\3 z" exceeds 5/12
�y pitch.
Figure 11 As with the ridge cap, the ENDWALL
FLASHING above is sealed using outside closures. pad
EW-1 'Stepped,
Use EW-2 hemmed endwall when comering endwalls with sidewall b Endwall I EW-2 Hemmed
flashing,such as with dormers or chimneys. b Endwall
For custom end-walls, speck roof pitch and dimensions'a"and"b". �a� 1 �a a=41/2"
\y b=3"
Transiti®n Flashing Ooo. y
The TRANSITION FLASHING prevents
leakage at the point where two different roof
pitches meet. It must be sealed on the lower
side with outside closures,and can be sealed
underneath the upper panels with inside
�.
closures. -
The similar GAMBREL
FLASHING is used where the lower pitch is /-
steeper than the upper.
TF-1 Transition Flashing a _ � `
closure
P. >.
b/,
Figure 12 The transition.flashing
(above) and the GF-1 gambrel
flashing (right) provide a _
For custom transition flashing specify the pitches continuous drainage where two
of the two roof slopes and,if necessary,dimensions slopes meet. Both seal with
"a"and"b". outside closures on the lower side.
1(888) e o
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GULFRI
. D � � e ef
FORMER LY KNOWN AS TUFF-RIB SUPPLY & MANUFACTURING
Gable Flashing
3"
Bulyl taI2e
3/4"
l h
EF-1 style VfV
Custom trim—specify a custom R
length for a or b.
Standard dimensions — a=3" mew o EF-I gable trim ffasda board removed
b=3" Figure 13 Gable flashing is used to trim the edge'of the
roofing panel at the gable end of the roof. It should match
GR-1 style the eave drip that extends along the drip edge of the roof. If
_Custom trim—specify a custom the panel is allowed to hangover the gable end, eave drip
length.,for a or b. b can be used instead. Butyi tape between the trim and
Standard dimensions = a218 �° panel eliminates leaks.
b=2
`4 ® Side-wall Flashing
{
caulk(Solar SeaP recommended)
caulk.edge(order SW-9C)
6, (used if sidewall not
covered by siding)
r
Bulyl tape
3/4"
'511 ostanddrd'sidewwAtrtm 4 .
Figure 14 Sidewall flashing is applied when the side of the SW-1 _
roof butts up against an adjacent wall. The wall-side of the ,
flashing can either be covered over with siding or sealed Custom trim specify a,custom
with caulk (order SW-1C). Butyl tape should be'applied length for a or b. 1 ��
where the"foot"of the flashing attaches to the roof. Standard dimensions — a=3"
b=3"
. • . .
0001'11
■.
LFR[B"-' DETAIL MANUAL Gulf Cucis
FORMERLY KNOWN AS TUFF-RIS SUPPLY & MANUFACTURING
Preformed
Valley -
Install panels 4 to 6"
from diverter
panel
O ,
41,to � o
1 . 0
O
PV-1 style a - -
-= - ---
0
PV-2 style
Two basic styles of,valley..are available.
For custom valleys, specify dimension"a" Figure 15 Pre-formed valleys use a diverterto prevent water
from rushing under panels on the opposite side, while
meanwhile channeling water off the roof. Expanding foam
closures are often used to assure a good seal.
Gulf Coast Tuff-Rib® Siding
GR-2}ake&
Corner . 13
F tel/�'✓"' '����
Drip CaP.
Sliding
- Door
nsde Corner
utter
J-Channel T(p. 1S
1 Traek;
use Drip �P )
(P• 14)
Figure 16 Common trims associated with Tuff-rib roofing panels
_0-335 ItAX(352)498m7852 vvwW.Gulf0DaSt'SUPP1'y.toM12
001,
GuIfS
FORMERLY KNOWN AS TUFF-RIB SUPPLY & M A N U F A C fU R I N G
GR-2 Outside Corner° Oplo.
The GR-2 Rake and Corner can be used as a - ,
gable trim or a corner for metal-sided buildings.
As an alternative, the smaller EF-1 or the GR-1 9
(both on p. l l)can also used as gable rakes,and the
PC-5(below)or the GR-1 as corners. _ ' -
Customizing rakes or comers is often necessary
� � r V
due to their landing on a panel rib. Both the GR-2
and the IS-2 can be ordered as custom trim items
by specifying custom dimensions "a" or"b". Be
sure to take into account the V"head space"when J g}k
figuring custom dimensions.
The PC-5 flat comer
_T panel works best on smaller Figure 17 When used as comer trim,the GR-2 straddles the ribs
3" - R - structures, and where of the panels where they meet at the corner of the building. The
Tuff-Rib outside corner algo'serves as a able rake see below
�� i, the panels are running g ( )
�� ILdlosuresealed
utside horizontally. It can be The inside comer (IS-2) has similar dimensions but with a
with outside reverse middle bend.
closures.
PC-5
111g,1111 -�-
® GR-2 Gable Rake
6„
q 5/8„
fa--a�
GR-2 b.
INr:'` b IS-2
Figure 18 When used as a gable rake,the GR-2 runs parallel to the ribs of
the roof panel, and is attached with screws running through the ribs of
upright siding. As with the EF-1 residential rake, the roof side can be
sealed with butyl sealant.
1(888) i . .
0001*
JtFR : DETAIL MANUAL : Gulf Coast
�. FORMERLY KNOWN AS TUFF-RIB SUPPLY & MANUFACTURING
Drip Cap and
J-Channel
DC-1
- Drip'cap® �
tlrip cap m
{ _.2y/2„ —
... 1.-.,.. - �' � ASIS•
capping the panel end
J-channel
Figure 99 The drip cap is.commonly used to trim out the bottoms of panels
over.doorways and windows, and occasionally takes the place of base drip.
J-channel is used to cap raw panel edges where run-off is not a problem,and panel /s"
is most commonly used to trim around the bottom,sides,and occasionally the
top of windows and doors,and also to cap the top sides of skirting.
capping-Se panel edge
Base Drip - --�
. . l
_7 11°
11
7z
Base dhp
Figure 20 Base drip seals off the bottoms of panels at the floor level,where
it helps to prevent the entrance of rodents and insects,as well as a base for
the setting of panels.
1(888) 393L0335 FAX(352),498.7852 ffi Www.GulfCoast56pply!X0M 14
GULFRIB" DETAIL MANUAL
:GU'
IF, FORMERLY KNOWN AS TUFF-RIB SUPPLY & MANUFACTURING
Gutters 0 _
i-,-
Gulf Coast Supply produces 29-, 26-, and 24-
gauge gutters in either 5-or 6-inch widths(depth is
approximately equal to width). All gutters
should be ordered specific to the pitch of the
roof. Downspouts are available in TW" (for 5-
inch gutters) and 4"x4" (for larger gutters). End
caps should be ordered at the same time as the
gutters to assure a custom fit. Special hangers fit
into the panel rib and under the gutter lip. Panels .
should extend no more than 1" to l V2" inches
beyond the cave on which gutters are planned.
lap screws 1 ,- Figure29 Exposed view of guttershowing.gutterhanger placement,
—5 or 6"—►' '° downspouts, and end caps. Hangers employ lap screws,and end
caps are best attached with rivets.
a
G
panel rib,And s (inside
g _ y _ _
p der lip o O.Ute[ ~, [nner Outer Inner'--E): aer
of gutter(apply at least
one per panel)and are Inner and outer,gutter sections(marked"I"and`°O")
attached.with lap screws alternate along the eave to assure ease of application and
or'nvets. gutter appearance.
DoDownsp&ul in excess of 10 feet in length must
f be made in 2 sections.
: Track Covers
t
:.{ . Door TC-1
header c
max. 3' sliding door
f track cover
1 —
5"
Door
Figure 22 Sliding door track covers fit over the door track and
under the panels to hide the track,assure a neat appearance,and
shed water over the door.
1,(88,8) 393-0335 FAX (352)498-7852 •. •o
00"
" DETAIL MANUAL
LFRIB ;Gulf.Coast
FORMERLY KNOWN AS TUFF-RIB SUPPLY & MANUFACTURING
Ridge caps(pg.9) Eave drip(pg. 8) Valleys(pg. 12) Gable rakes(pg. 11) Sidewalls(pg. 11) Endwalls(pg. 10)
Transition&gambrel Door&window
flashings (pg. 10) Corner trims(pg. 13) trims(pg. 14) Base drip(pg. 14) Pipe Boot(pg. 11) Electrical Boot
Inside Closures
® �, Expand`mg �,
Outside Closures Versa-Vent Profile Vent Foam Peel and Seal Touch-up Paint
' 3
'..T.
0.1
T
*3/D?W�EK
Lap TEK
Foil-backed thermal
Butyl Tape' " Solar Seal barrier insulation Woodgnp Screws TEK screws ZAC screws
Guide to Misc. Accessories
item application
pipe boot Fits over vent and heat pipes. Available also in heat-resistant boots.
electrical boot __Fits around pipes with uiaccessible tops (such as weatherheads) -
outside closures Required to seal under ridge caps and transition and endwall flashings.
inside"closures Seals under panels,particularly on the eave
Profile Venf;Versa-Vent! Vented closure material surpassing many other venting systems.
_ -_._...__ - -
expanding foam Compressed adhesive foam expandsto seal between valleys and panels
Peel and Seal" Seals hips under hip caps. Also, a general purpose sealing tape(6" wide).
----
touch-up paint Hides scratches and mars encountered in installation. Over 20 colors
butyl tape - General purpose low-cost sealant, used on panel laps and under trim. ------
Solar
-
Solar Seal® A superior general purpose caulk f®r all joints. Matches panel,colors
..
Low profile insulation Greatly reduces radiant heat when installed under panels.
Woodgrip"screws Used in all applications attaching metal to wood. 1", 11/", 2%" sizes_
TEK screws Self-drilling TEK screws for metal purlins. Lap TEK screws draw
together joints and attach trim.
ZAC®screws "Lifetime" screws; 1'h1.1, 2%",threaded for wood; self-drilling`available.
www.GulfCoastSupply.com
c:
TRINITY J ER® A
APPENDIX 1 ATTACHMENT REQUIREMENTS FORtWIND'UPLIFT RESISTANCE
Table Deck Application Type:: Description Page
1 Wood New or Reroof(Tear-Off) A-2- Mech.Attached Anchor Sheet,.Bonded Insulation,'.B6 hd6cl Roof Cover.. . _ . 3-4
2 Wood New, Reroof(Tear-Off) or Recover. _ C . Mech..Attached Insulation,Bonded Roof Cover 5-7
3 Wood New, Reroof(Tear-Off) or Recover D Prelim:Attached Insulation, Mech. Attached Base'Sheet, Bonded Roof Cover 8-9
4 Wood New, Reroof(Tear-Off) E Non-Insulated, Mech.-Attached Base Sheet, Bonded Roof Cover 10-11
5 Wood New;-Reroof-(Tear-Off) E._ _ Non-Insulated, Mech.Attached Base Sheet, Bonded Roof Cover 12-13
The following notes apply to the systems outlined herein:, .
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHi Wind
load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck
DuraGuard, SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting
FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8,when installed with the roof cover.
3. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft.
4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is
already addressed in the tables that follow via"N/A"reference if the baseline system is"Not Applicable"to Zone 1 design pressure requirements.
5. For existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
6. For Recover Applications using System Type D,the insulation is optional; however,the existing roof system shall be suitable for a recover application.
7. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
: m
CERTAiNTEED F ,LINTLASTIC®MODIFIED,BITUMEN'COMPONENTS&.APPLICATION METHODS;
Reference Layer Material Application
BP-AA Base Glasbase;All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
(Base and Ply sheets, ply Flintglas Ply Sheet Type IV Flintglas Premium PI Sheet Type VI Hot asphalt at 20-40 lbs/square
Asphalt-Applied) YP Y YP
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-AA Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
(SBS,Asphalt-Applied) Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Hot asphalt at 20-40 lbs/square
Cap Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic
Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic
Premium GMS CoolStar
Base Flintlastic Base 20 T; Flintlastic FR Base 20 T
SBS-TA Ply Fllntlastic Base 20 T; Flintlastic FR Base 20 T
(SBS,Torch-Applied) Torch-Applied
Fllntlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS; Flintlastic GTS CoolStar;
Cap Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar; FIIntClad
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report 040710.12.13 for FL16709
Certificate of.Authorization#9503 Date of Issuance: 12/02/2013
Prepared by: Robert Nieminen,PE-59166 Appendix i,Page 1 of 13
TRli ITY ER®
- 1
CERTAINTEED FLINTLASTIC®MODIFIED BITUMEN COMPONENTS&"APPLICATION METHODS(CONTINUED): -
Reference Layer Material Application
APF TA Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus ,
(APP,Torch-Applied) Ca Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic-GTA-FR;Flintlastic Torch-Applied
p GTA-FR CoolStar
Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply
SBS-SA
(SBS,Self-Adhering) Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply., Self-Adhering
Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar
8. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind
loads.
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report C40710.12.13 for FL16709
Certificate of Authorization #9503 Date of Issuance: 12/02/2013
Prepared by: Robert Nieminen,PE-59166 . Appendix 3,Page 2 of 13
TRINITY ER® K
TABLE f WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF);SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED.INSULATION,BONDED ROOF COVER ,
"NOMENCLATURE: W=MINIMUM SIDE LAP W IDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.);
Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) "
Anchor Sheet Base Insulation Top Insulation Roof Cover
System Deck Attach "
MDP
NO.. (See Note 1 Staggered
Type Fasteners At Lap Type Attach Type Attach Base Ply Cap (Psfl
Center Rows
W X Y 2 '
SYSTEM DESCRIPTION WITH,ZONE-1_(FIELD AREA ANCHOR SHEET ATTACHMENT: ` - -
Glasbase,All 32 ga.,1-5/8- Min.1.5-Inch Min.0.25-Inch (Optional);
Hot Hot BP-AA,
Min.19/32- Weather Empire, inch dia.tin - ACFoam II, DensDeck primed BP-AA, SBS-AA,
asphalt, asphalt, SBS-AA,
W-1 Inch plywood; Plexiglas Base, caps;with 11 3 8 3 8 FIIntBoard ISO, with ASTM D41 585-AA, SBS-TA or 52.5
See Note 1 PolySMS or full full SBS-TA or
ga.annular ring ENRGY-3,H-Shield primer or DensDeck SBS-TA or APP-TA
Ultra Poly SMS shank nails' or Multi-Max FA3 coverage_ Prime coverage APP-TA APP TA
,-SYSTEM W-I;ZONE 2&3,PERIMETER&CORNER AREA-ANCHOR SHEET AT-r MENT -
Ultimate Design Wind Speed—VuIt(mph)
Roof Height
Exposure Enclosure lft) Zone 120.; . ' 130 140 150 160',- 170 180
X Y `Z X Y Z X ---y' Z. X Y Z
X Y Z.'• X Y Z X, :Y Z
2-Perimeters. ;8. 3 8' 8 3 8 '18 3 8' 8 . 3' 8 8 3. - 8 8 3 8 `SO'. 4 '10--
0<h<30
3-Corners "-8 -' 3 8 8 3 8 8:-' 3- 8 7 3 7 6 3 6 . 7 4 7 6 4 6
Open
2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8'.. 8 3 8 .7. 3 7
30<h<40
3 Corners 8, "3,.,) 8 8 3 8
,7 `,3 7 7 3 7 7 -4, , „7
B ` 7 4 7 T, 5 7,
2-Perimeters 8 ,3_ 8, 8 3 8 "8 -,'3," 8 8 3 8 8 3 8 8 3 8 7 3 7,,;
0<h<30
3-Corners 8 ':3 '8 '7'
8 3 8 7 3 7- 6 3 6 7 "4 7...: 6 4 6 '.
Enclosed
30<h<40
2-Perimeters 8 8 3 8 8 "..3 8- 8 3 8 "8' 3'. 8 7 4 7 7 4 _7,.
_ -
3-Corners . :8 3,';'"8 8 3 8 7 3 :7 6 3 6 7 . 4 7 '' 6 4 6 7_• 5 7 "
2-Perimeters '.-8= 3 . 8'- 8 3 8 8 3 8 8 3 8 8 ` ' 3 8. 7 3 7 6 3..- fi,.
0<h<15
3-Corners 8 13' { 8 8 3 8 7 -3 - •7 6 3 6 7 4 .7; 7 5 7 6 5 6
2-Perimeters '87- 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 1 3 7 6 '•3 6
15_<h<20
3-Corners :8 3, 'S, 8 3 8 7 3 7, 7 4 7 6' 4 6 7 5 7 6 5 6
C Open
2-Perimeters 8 3'-"+ 8 8 3 8 8 3 8 - 8 3 8 7 3 7', 6 3 6 7:. ,"'4-11
2Q<h<30
3-Corners 78 3 1 8',.; 7 3 7 6 3 6,} 7 4 7 7 5 7 6 5 6 N/A
2-Perimeters 8 3 8.' - 8 3 8 8 3 8 7 3 7 7 3 7 7 4 7 7 4 7
30<h<40
3-Corners ";7; 3 7" 7 3 7 7 4 7' 6 4 6 S ',5 '6
Exterior Research and Design,LLC.d/b/a TrinityjERD Evaluation Report C40710.12.13 for FL16709
Certificate of Authorization#9503
Prepared by: Robert Nieminen,PE-59166 Date of Issuance: 2013
Appendix 1,Page age 3 3 of 13
TRINITY I ER®
TABLE 1(CONTINUED): WOOD DECKS-NEW CONSTRUCTION OR REROOF'(TEAR-OFF);"SYSTEM TYPE'A:MECHANICALLY ATTACHED ANCHOR SHEET;BONDED INSULATION,BONDED ROOF COVER
NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH D.C.);
Y=MINIMUM#OF STAGGERED CENTER ROWS;Z'=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) - _ -
,••SYSTEMW-1 ZONEZ&3PERIMETER&CORNERAREAANCHORSHEETATTACHMENT
Ultimate Design Wind Speed—V.1t(mph)
Roof Height
Exposure' Enclosure Zone 120 130 140 150 160 170 180
O
% Y Z X Y Z X Y Z.: X Y Z X Y Z X Y Z
2-Perimeters 8; 8 3 8 8 3" 8' 8 3' 8 7 n3 7 `. 7 3 7
0<h<15
3-Corners 8 3` 8' 7 3 7 6 3 6 " 7 4 7 6 4 6 7 S . 7• 6 5 ='6
2-Perimeters H 3. 8 `" `8 3 8 . 8 >3 8 8 3 8 7 3 7','° 6 3 6
15<h<20
3-Corners 8 3`. 8 7 3 7 6 ;3 6 7 4- 7 7 5 T 6, ;5 6 N/A
C Enclosed.
20<h<30=
2-Perimeters ;8 3 -'; 8 8 3 8 - 8 3. 8 7 3 7. 6 3 6 7 4; 7 6 4 6
3-Corners 3 7 7 4. 7:` 6 4 ... 6. 6 ,5 6 '. ."- ._ N/A w NJA
2-Perimeters 8 3 ' .8; 8 3 8 8 3` 8 `' T 3 7 6 3 6" 74 7
30<h<40
3-Corners _ 7 ;3 7. 6 3 6 7 . 4 7-;; 7 5 7 6 5 6;,=:' N/A N/A
2-Perimeters 3 8 7 3 7 7 .3 74;,. 6 3 6 7 4 7
O<h<15
3-Corners 7, 3 7 7 3 7. :7 4' 7 6 4,- 6 7 5 7 ",. .6 5 6 NJA
2-Perimeters 8 3 8 8 3 8 8 3` 8 '` 7 3 7 6 3 6 7 4 7
15<h<20
_ 37Corners 7 3, 7 6 3 6 7 4' 7 7 5 7. 6 :'S 6. 6 5 6 N/A
Open
2-Perimeters8 3 8,,. 8 _ 3. 8 7 3 7 7 9 7 6 3 6 7 4 7 6• 4 6
20<h<30
3-Corners 7 . 3>; { 7 .7 4. 7 `„ 6. 4- 6tj 7 5 -7 :N/A N/A N/A
2-Perimeters f ";8 3 8.. 8 3 8 7 3 7: 7 3'- 7 7 4 7 6 4 6
30<h<40
3-Corners .'74 3- 7 .;= .7 4 7. 6 �4: 6 6 5 6N/A N/A :: N/A
D
2-Perimeters 8 3 e H 8 _ .-8- - 3 8 _ 8 3, 8 7- 3 7 64 3 6 7 4 7 6 4 6 <
0<h<15
3-Corners -.a7 3 ;` 7 6 3- 6. 7 a.-4 7 7 5 7 6 .,,5 6, N/A_ N/A
2-Perimeters -8 3 8 8 3 8. ,_ 7 3 7 ` 7 =3. 7 7 ;4 7 `- 7 4 7
15<h<20
3-Corners 7 3 k 7 7 4 . 7 "; 6 4 6 7 5 7 N/A N/A
Enclosed
2-Perimeters 8 3 8 8 3.--. 8 ",7 ;3 7•,`! ,6 3 6 7 4 7 _ 6 4 6
20<h<30 N/A
3-Corners "';6, 3" 6' 7 4 7 7 5 7 6 5. 6 N/A N/A
2-Perimeters ;-8 3 8 7 3 7 , ' 7 3. 7 7 4 7 _
310<h<4
0 N/A
- .. 3-Corners '�„_6 3 6 '_ 7 4 7 7 5_ 7 6 5 - 6 �N/A
Exterior Research and Design,LLC.d/b/a TrinityERD Evaluation Report C40710.12.13 for FL16709
Certificate of Authorization#9503 Date of Issuance: 12/02/2013
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 13
(-)o
TRIM TY I ER®
TABLE 2 WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Top Insulation Layer ,, Roof Cover
Base Insulation Layer MDP(psf)
No.
(See Note 1) Type Fasteners Attach Base Ply Cap
SYSTEM DESCRIPTION-WITH ZONE 14FIELD AREA)INSULATION ATTACHMENT
Min.1.S.-Inch ACFoam II,ENRGY 3,H- Flintfast 3 in.Insulation
W-2 Min.19/32-inch (Optional)One or more layers, Pattern#1 (Optional)
plywood;See Note 1 an Shield,Multi-Max FA3 or FlintBoard ISO Plates with FlintFast#12 58S-SA SBS-SA 45.0
y combination,loose laid primed with FlintPrime SA or#14 1 per.2 ft' SBS-SA
'INSULATIONATTACHMENTPATTERN REFERENCES:'
PATTERN#1: PATTERN a2: PATTERN#3: PATTERN#4: .. PATTERN#5: PATTERN#6:
1 per 2 ftZ 1 per 1.45 ftZ 1 per 1.33 ftZ 1 per 1.14 ftZ 1 per 1.00 ftZ 1 per 0.84 ftZ
+ + +
- + + + + + + +
+ + + + T + 4- + + + +
+ + T
++ + +
+ + +
4 + +
49
+ + + + "m + + + iS m + + + + + + +
p o m m
q aLL LL + + + aLL
+ +.
+ — + + + + + + +
+ + + + + + + + + — + + + + + +
3@� �e � -►1�N- �i ° ;s2a �Lm
SYSTEM W-2;ZONE 1,2&3-,FIELD,PERIMETER&CORNER MEA INSULATION ATTACHMENT: -
Roof Height Ultimate Design Wind Speed—VuK(mph)
Exposure Enclosure (ft) Zone
_`. 120 :{ 130 140' 150 160 170 ~;.:180:
1-Field #1 #1 #1 #1 #1 #1 #1.
0<h<30 2-Perimeters #1,. #1 #1 #1 #1 #2 #2
3-Corners #1 #1 ._#2 #2 #4 #4 #5
B Open -
1-Field #1 #1 #1� #1 i #1 -#1
30<h<40 2-Perimeters #1 ' #1 #1:` #1 #12 #2 #2_
3-Corners #1. #2 #2 #3 q4 #5 #6
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report C40710.12.13 for FL16709
Certificate of Authorization#9503 Date of Issuance: 12/02/2013
Prepared by: Robert Nieminen,PE-59166
Appendix.1,Page 5 of 13
TRll ITY f ER®
TABLE 2(CONTINUED): WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
$Y ,2&.3kw
;F ,T?ERIMETER&C_ORNER AREA INSULATION ATTACHMENT
SYEM W-2;ZONEsi -", - 7� •'
Roof Height Ultimate Design Wind Speed—V.ft(mph)
Exposure Enclosure (ft) Zone 120 - 130 140.' 150 160 170 . -.180.
1-Field #1 #1 #1 #1 #1 #1 #1
0<h<30 2-Perimeters #1,• #1 #1 #1 #2 #2 #2
B Enclosed 3-Corners #1 #2 #2 #3 44 #5 1#6
1-Field #1 #1 41 - #1 #1 #1 #1.
30<h<40 2-Perimeters #1 #1 #1 #1 #2, #2 #3
3-Corners #1 #2 : 42 #4 #4. #5 #6
1-Field #1 #1 #1 #1 -41 #1 #1
0<h<15- 2-Perimeters #1 #1 #1 41 42°• #2 43 ,
3-Corners = #1 #2 #i3 #4 #5 #6 #6
1-Field #1 #1 #1 #1 #1 #1 #1
15<h<20 2-Perimeters #1 #1 #1 #2 42 #3 #4
3-Corners '#2 #2 #3 #4 #5 ' #6 N/A
Open 1-Field #1 - #1 e #1 #1 #1• #1 #1
20<h<30 2-Perimeters #1= #1 42 #2 #2 #4 #4
3-Corners #2 ` #3 #4 #5 4,6 N/A N/A ,
1-Field #1 #1 . #1 #1 #1 #1 #1
30<h<40 2-Perimeters #1 #1 #2 #2 43 #4 #5
3-Corners #2 #3 . #4 #5 -: #6
C N/A N/A'`
1-Field '#1 #1 #1"' #1 #1 #1 #1
0<h<15 2-Perimeters #1 #1 #1 #2 #2 #3 #4
3-Corners #2 #2 #3 #4 #5 #6 N/A
1-Field #1 #1 #1 #1 #1 #1 #1
15<h<20 2-Perimeters #1 #1 - #2 #2 #2 #4 #4
3-Corners #2 #4 #5 #6 #6
Enclosed
1-Field #1 #1 #1 _ #1 #1 #1 #2-
20<h<30 2-Perimeters #1 " #1 #2 #2 43 #4 #5
3-Corners #2 #3 #4 #5 #6 N/A N/A
1 Field #1 _ #1 #1 #1 #1 #2 #2
30<h<40
2-Perimeters #1 ; ;• #2 #2 #3.
�t4 #5
3-Corners #2- #4 #5 #6 'N%q N/q N/A'
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report C40710.12:13 for FL16709
Certificate of Authorization #9503 Date of Issuance: 12/02/2013
Prepared by: Robert Nleminen,PE-59166 Appendix 1,Page 6 of 13
a
TRINITY j ER®
:TABLE 2(CONTINUED): WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE C:. MECHANICALLY ATTACHED INSULATION,BONDED ROOF.COVER
SYSTEMW-2 ZONE1 2&S FIELD,PERIMETER NER AREA INSULATION"ATTACHMENT
V
Roof Hei ht
_ Ultimate Design Wind Speed—Vun(Mph)
Exposure -Enclosure Zone(0 130 150
170 180 ;
1-Field #1 #1. - #1; #1 #1 #1 #1
0.<h:5 15 2-Perimeters _ #1` #1 #2 #2 #3 #4 #5
3-Corners '#2' #3 #4 #5 #6 . N/A N/A
1-Field 41 - #1.. #1 #1 #1.. #1 #2
15<h<20 2-Perimeters #11 #1 q2' #2 #3
_- ...
3-Corners #2 .' #4 #5. #6 #6
Open--
N/A yN/A
17Field #1 #1 #1; #! #1 `
20<h<'30' 2 Perimeters #1 #2 #2 #3 #4 #5 #6
3-Comers :;t ##3 #4 ' #5" #6" N/A N/A
'N A
_. i-Field #T,- _#1.- #1, #! . . #i #2 _.. _ #2
30<h<40 2 Perimeters #i"; #2 #5 #6
3-Corners #3 #4.__ #6. #6 N/A N/A ', N/A
D .
1-Field ##1•'i -#1 #1: #1.. #1 #2 `. #2
0<h<15 2-Perimeters #! #1 92 #2 #4 #5 #5 i
3-Corners #5 #6 #6 N/A N/q
1-Field #1 i#$' #1 ;#E3 42 #2
-15<h<20 2-Perimeters #1` ,,i #2 42 #3 A,4 #5 #6
3-Corners #3':.i #4' #5: -#6 N%A N/A N/A
Enclosed
1-Field #1.:•. #1 _ #1 #1, 42 #2 #2
20<hf30 2-Perimeters #1` #2 #2` #4 45 #5 #6
3'Comers #3 #5 46 #6 N%A` N/A N/A
17Field #!,..a #1 #1,". #1. #2 ;#2
30<h<40 ZrPerimeters #2 #2 #3 #4 #5 #6 N/A
3 Corners t #4 = #5 #6 N/A VX N/A
Exterior Research,and;Design,.LLC.d/b/a TrinitylERD Evaluation Report C40710.12.13 for FL16709
Certificate of Authorization #9503
Prepared by: Robert Nleminen,PE-59166 Date of pendix.1 Page 7/of13
i RINIiY 1 ER®
TABLE 3: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF).OR RECOVER;•SYSTEM TYPED: INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X-_MAXIMUM SIDEYAP FASTENER SPACING(IN40.C.);
Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.)
Insulation Layer(s) Base or Anchor Sheet Roof Cover
Attach
System Deck _ MDP
Staggered Cent er
No. (See Note 1) Type. Attach.. -Base _-_. Fasteners At Lap Ply Cap (PSfl
- Rows(s) ,
W--- .X. _.. y 77Z
SYSTEM DESCRIPTION WITH ZONE T(FIELD AREA)BASE SHEET ATTACHMENT:;
Min.15/32- Min.1.5-inch,One Glasbase;Flexiglas;Flintlastic (Optional)BP-AA, SBS-AA,
Prelim. Flintfast 3 in.Insulation Plates
W-3 _ inch plywood; or more-layers,any. Base 20;Poly SM5 Base;Ultra 4 - 6 3 6 SBS-AA,5BS-TA or SBS-TA or 97.5
Attach with FlintFast#12 or#14
See Note 1 combination Poly SMS Base;Yosemite APP TA APP-TA
`SYSTEM W-3;ZOWi:i1k 3 P" ETER&CORNER ARFA BAS[ HEFT ATTACHMENT: -• - -
Ultimate Design Wind Speed—V,n(mph)
Roof Height
Exposure Enclosure (ft) Zone 120 : 130 140• 150 160 170 180
X' Y Z X Y Z X Y ' " Z - X Y Z 'X Y -_Z X Y Z X Y Z
2-Perimeters 6 3, . 6 6 3 6 6 3 `'.6 6 ...- 3- 6 6 3 6-1 6 3 6 .6 A 6'-
O<h<30
—" 3-Corners 6. 3 :. 6 6 3 6 6 3 6 -. 6' 3 6 6 = 3 6 6 3 6 6 3 6
"Open -- :
2-Perimeters 6 3 6 -6' 3 6 6 3 6' 6 3 6 6 3 6, ._ 6 3 6 6 3 6
30<h<40 3-Corners 6,,' 3 -'6 6 3 6 6 3 6
-. 3 6-_ -6_. .3.. .. 6 6• .3. 6' 6 . 3 _ 6 6
B
2-Perimeters 6 3 6:q 6 3 -6 :`6 3 „6 6 3 6 6 -' ,3 6 6 3 6 6." 3 16,;`
0<h<30
3-Corners 6 -3 ' ?,6 6 .3 6 6 -3 .6.°; 6 3 6 6,-.= 3 6 'r. 6 3 6 6 3 G'
Enclosed
-2-Perimeters 6 3, 6 6 3- 6 6'' 3 .6' 6 3 6 6., 3 6 6 3 6 6 3 6
30<h<40
3-Corners 6 < ' 3 '- '6 6 3 6 6 3- 6 6- 3 - 6 6 3 '6' ,' 6 3 6 6 3 .6-
2-Perimeters 6 3 6 6 . 3 6 6 3. 6. 6 3- 6 -6 - 3. 6 6 3 6 6 3 6-
0<h<15
3-Corners 6 .:3 6.., 6 3 6 6 3 61 6 3 6 6 3 6 6 3 6 7 4, 7
2-Perimeters V� 3
6 6. 3 6 6 3 6. 6 3 6 6. 3 6 6 3 6 6 3 . 6
15<h<20 -
3-Corners 6 6 3 ' --6-- 6. 3` 6, 6 3 6 6 3'- 6 6 3 6 7 •4 7;
C . Open
2-Perimeters 6- 6 3 6 6 3 .• '6 6 3 6 6 3' 6'_ 6 3 6 6 3 6
20<h<30
3-Corners ? 6 6 3 6 6 3 6' 6 3 6' 6' 3: -6 , 7 4 7 6. 4 6
2-Perimeters 6 6 3 6 6J. 1 6'''; 6 3' 6 6 '.3 6 < 6 3 : 6 630<h<40 3-Corners f 6 6 3 6 6 3 .' 6-•:. 6 3 6 6 3 '6 7 4 7 6, 4 "6-`:
Exterior Research-and Design,L.L.C.d/b/a TrinitylERD Evaluatlon Report C40710.12.13 for FL16709
Certificate of Authorization#9503 Date of Issuance: 12/02/2013
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 13
TRINITY I ERD
TABLE 3(CONTINUED): WOOD DECKS—NEW CONSTRUCTION,REROOR(TEAR-OFF)OR RECOVER;SYSTEM TYPE D:.INSULATION,MECHANICALLY ATTACHED,BASE SHEET,BONDED ROOF COVER
.NOMENCLATURE: W=MINIMUM SIDE LAP W IDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH D.C.);
Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.),
.SYSTEM W-3,ZONE 2&3 PERIMETER&CORNER AREA.BASESHEET ATTACHMENT -
Ultimate Design Wind Speed—V.1,(mph)
Exposure Enclosure Roof Height(ft) Zone 12D,:t 140 150 160 170- ` "180
X: Y Z X Y Z X y.. Z X Y Z X Y Z'. X Y Z X
2-Perimeters 6: 3 6 6 3 6 '6: .3` 6 '° 6 3 6 6 3 6 6 3 6 6 3 '6
0<h<15 ;
3-Corners 6:_ ,.3= ;.-6 6 3 6 6 3 6 6 3 6 6= 3 `6: 6 3 6 7 %;4 :'7.
2-Perimeters 6' 3 :; ' 6 6 3 6 6 3",; 6 6. 3 6 6 3 6;.,, 6 3 6 6 ."3 6'•
15<h<20
3-Corners 6 3 6 . 6 36 6 3.'. .'6 6 3 6 6 3 6 7 4 7 6 4 6
C Enclosed'
2-Perimeters 6> 3 ;.= 6 6 3 6
6 3:. 6.., 6,
3 6 6 3 6 :> 6 '3` 6 6.,', Zl 6 .
20<h<30 n;
3-Corders 6 6 3 6 6 3- 6 6 3 6 6 3 6' 7 4 7 6', 4 6
2-Perimeters 6' 3, ': 6. 6 3 6 6 3' 6 6 3 6 6 3 6` 6 3 6 6 3 '6
30<h<40 '
3-Corners 6 3 6 6 3 6 -6, .3 6•.. 6 3 6 7 4 '7 6 4 6 7 5
2-Perimeters '6' 3 6' 6 3 66 3 6 6 3 6 6 3 6.,' 6 3 6 6"> 3' 6.,
0<h<15 -
3-Corners 6'- 6 3 6f6 3:`, 6 6 3 6 6 4 6 =` 7 4 7 6 �`_ 4
2-Perimeters 6. 3.' ` 6 6 3 6 6 3 6 6 3 6 ..6 3 -6 6 3 6 6 3 -6
15<h<20
3-Corners 6 3[, ': 6� 6 3 6 6 -,3'` 6 y. 6 3 6 7 4 7: 6 4 6 6 4 ,' I`6
Open
2-Perimeters "':6 3 6 6 3 6 6 `3 6 6 3 6 6 _•3 _6 ;, 6 3 6 61 :,3 :6
20<h<30
3-Corners .6' 3 6 6 3 6 6 3 6 6 "3 6 7 4 7 6 4 6 7 -• ,5 7.
2-Perimeters 6 3 6 6 s3 `6.:: 6 3 6 6 3' 6 6 3 6 6 3 6
30<h<40
3-Corners .6 3' „ 6 6 3 6 6, 3 , 6' 7 4 7 6 4 6'. 6 4 6 6
D '
2-Perimeters 6": 3 •6" 6 3 6 .`6 3` 6-., 6 3 6 6 3 . 6 6 3 6 6 - 3 .'6
0<h<15
3-Corners 6 3` 6 6 3 6 6 3,. . _ 6 6 3 6 7 A 7.: 6 4 6 6 �4 6.'
2-Perimeters 6' 3 6 ;' 6 3 6 ` 6 ^3 6 6 3 6 6 3 6 6 3 6 6 3 6
15<h<20
3-Corners ..'63 6. 6 3 6 '6 3: 6 .: 6 3 6 6 4 6 6 4 6 6 5 '6
Enclosed
2-Perimeters 6- 3 6 6 3 6 6 3 6 '. 6 3 6 '6" 3 6 `: 6 3 6 '6 3 6- '
20<h<30 3-Corners 6 3 6 6 3 6 6 3,. 6 7 4 7 6 ::4 6': 6 4 6 6 5 =6
2-Perimeters . 6 3 .6 6 3 6 6 3';- 6 6 3 6 6 3 6 -, 6 3 6 74 7._.
30<h<40
3-Corners 6 3 . 6 6 3 6 6 3` 6 `' 6 4 6 6 4 6'_` 6 5 6
Exterior Research and Design,.LLC.d/b/a TrinitylERD Evaluation Report C40710.12.13 for FL16709
Certificate of Authorization#9503 Date,of Issuance: 12/02/2013
Prepared by:,Robert.Nieminen,PE-59166 Appendix 1,Page 9 of 13
'\, TRINITY I ER®
TABLE 4: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)'SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
NOMENCLATURE: W=MINIMUM SIDE IAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH D.C.); '
Y=MINIMUM##OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) - -
Base Sheet Roof Cover
System Deck Attachment
MDP(psfl
No. (See Note 1)' Base Fasteners At Lap- Staggered Center Row(s) Ply Cap
W X Y Z
SYSTEM DESCRIPTION WITH ZONE.1(Fii- AREA)BASE SHEET ATTACHMENT: ,.
32 ga.,1-5/8-inch dia.tin
W-4 Min.19/32-inch Flintlastic SA NailBase caps with 11 ga.annular 2 8 3 8 (Optional)SBS- SBS-SA -60.0
plywood;See Note 1 ring shank nails SA
SYSTEM W-4'ZONE,2&3,PERIMETER&CORNER AREA BASE SHEET ATTACHMENT -
Ultimate Design Wind Speed—V.ft(mph)
Roof Height
Exposure Enclosure (ft) Zone .120.:' 130 140 150 160 170 180
X Y Z X Y Z X Y: '' 2; X Y Z X „ Y 2 X Y Z X Y Z
2-Perimeters 8 3 , 8 8 3 8 8 . `:3 8 8 3 8 8- 3 8 8 3 8 8 '3 8
3-Corners 8 3 8• • 8 3 8 8 3, 8 8 3 8 7- ' 3 7 6 3 6 4.`- 3 .4
Open _
2-Perimeters 8 3 `-B 8 3 8 8 `..3 81 8 3. . 8 8', , -3 "8 8 3 8 8 13 '' .' 8,-'
30<h<40 .
3-Corners 8' 3 8 8 3 1 8 8 3 8' 8 3. 8 7 3 7 4 3 4 4 3 4
B
2-Perimeters 8 3` 8.. 8 3 88 3 8 8 3 8 8 3 8 8 3 8 8 : `3 8:•
0<h<30.
3-Corners '8 3`r;?. 8., 8 3 8 8 3 8 8 3 8 7 3 7"`' 5 3 5 4., 3 4,
Enclosed
2-Perimeters 8 _ 3- i 8 8 3 8 8', . 3 - . 8. 8 3 8 8 `3 8 " 8 3 8 8` 3 `8
30<h<40
3-Corners 8 3 8 8 3 8 8. 3- 8 7 3 7 ''5 - 3 5 , 4 3 4 4. 3 4`
2-Perimeters 8 3 8 8 3 8 8 3 & 8 3 8 8 . .3 8 8 3 8
0.<h<15 _
3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 5 3 5 4 3 4 4. 4. ' 4''
2-Perimeters 8 3:., i,8 8 3 8 8`° `3 '8 8 3 8 8 ': 3. 8 8 3 8 71:- 3'. .-7
15<h<20
3-Corners 8 3 ?- 8� 8 3 8 7
3 7 6, 3 6 4 - .3 4,-, 4 3 4 q 4 •4, ,
C Open
2-Perimeters 8 3. 8 8 3 8 8 3 8. 8 3 8 8. 3 8 ,i 7 3 7 6' 3• 6"
20<h<30
3-Corners 8 3 °„ 8 8 3 8 7 3 7 4 3 4 4. 3 4 4 4 4 4 5 4
2-Perimeters 8 3• 8: 8 3 8 8 3 8 8 3 8 8 ' 3 8 7 3 7 5•:
30<h<40
3Corners 8 3 8 7 3 7 '6 3 6' 4 3 4 4 3 4 5 5 5
Exterior Research and Design,LLC.d/b/a Trinity IERD Evaluation Report 040710.12.13 for FL16709
Certificate of Authorization#9503 Date of Issuance: 12/02/2013
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 10 of 13
\-,/TRINITY ER®
TABLE 4(CONTINUED: WOOD DECKS NEW CONSTRUCTION OR REROOF(TEAR-OFF);SYSTEM TYPE.E: NONANSULATED,-MECHANICALLY ATTACHED-BASE.SHEET,BONDED,:ROOF COVER
NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE IAP FASTENER SPACING(INCH O.C.); -
Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH D.C.)
-SYSTEM W-4ZONE2&3yPERIMETER&.CQRNERAREABASE'SHEETATTACHMENT -
Ultimate Design Wind Speed-V„k(mph)
Exposure Roof Height - -
Enclosure (ft) ; Zone-_ 120„ `130 .140 150 960 170 180
X Y Z ..X Y Z X Y Z X Y Z :: X Y 2 X Y 2
2-Perimeters 8 3 8-" 8 3 8
8 3 8 8 3 8 8 3 8.= 8 3 8
0<h<15
3-Cornets 8 3.' - 8 c g 3- 8 . .,.:7 3 7: : 6 3 6- 4;' 3 4 ' -.4 ._..3 4.... 4 , 4 4;_
2-Perimeters 8 3 8 8 3 8 8 3. 8.,., :8. 3: 8_ 8 3 &':' 7. 3 7 5 .' 3 ..,5;
15<h<20
3-Corners 8 3 8 8 3 8 7" -3 7 5:` 3 5 4 ` .3 4 "4: 3 4 4' 4 4',
C Enclosed
2-Perimeters 8; 3 8 S 3 S 8 3.i =S " 8 3' '8 7 3 7 7 3 7 5 3 5
20 z h<30 .._- . . v.,
3-Corners g' 3' . :8'. 7 3 7 °"6 - 3' 6._ 4 3 4 4-'; ;-3--'d 4 4 4 4. - 5 :;. 4 -
2-Perimeters =ti8, 3'.:" 8 8 3 8 "'8 3'` 8;`, 8 3 8 7 3 7 ' S 3 5 4 3
3-Corners ,`8 3 8." 7 3 7 ,5 3" S"' 4 3 4 4 >4 -.4 ' 4 4 4
2-Perimeters $; 3 8 ; 8 3 8 ;8 3"' 8 8 3' 8 8 a 3 S 7 3 7 5 3 5s=
0<h<15
3-Corners 8-, 3': „ 8>;;' 8 3 8 7 3. 7 4 3 4 4 3 4'. 4 4 4
2-Perimeters
8' 3;.. 8 8 3 8 8 3� g'fi g 3 8 7 3. 7.°` 7 3 7 4 3 4
15<h<20 _
Open-_
3-Corners 8 3 = 9 - 7 3 7 5 3 5 4 3 4 4 3 4 4 4 4 4
2-Perimeters 8' 3 8 8 3 8 8 3 8' 8 " 3 8 7 3 7 5 3 5 41' 3 4 y'
20<h<30 "
3-Corners 8: 3 8 7 3 7 4 3 4 4 3 4 4 4 4 4 5 4 4 's. 54-
2-Perimeters 8. 3' t 8 -< 8 3 8 8 ;3' -8' 7 ' ' 3 7 7 3 7: 4 3 4 4 3 ;4.:'
30<h<40
D
3-Corners T 3 7 5 3 5 4 3 4 4 3' 4 4 ,`4 4 4 5 4 4 6 4
` 0<h<15 -
2-Perimeters 8 3 8 8 3 8 `8 3 8 ? 8 3 8 7 3 7 S 3 5 4r' 3. 4r„z
3-Corners i3, 3•` 8 7 3 7 5 3 5 .4 3 4 4 3 4 4 4 4
2-Perimeters S 8 3 8 8 3 8 '' 8 3 8 7 3 7 4 3 4
15<h<20
3-Corners 8' --3-.,` 18;` 7 3 7 r `6 3e, 6 5 3 5 4 4 4;:,' 4 5 4
Enclosed
2-Perimeters 8' 3;- 8- 8 3 8 8 3 8 - 7 3 7 5 3 5 4 3 4 4 3 4',_
20<h<30
3-Corners 7. 3 7 5 3 5 4 3:: 4; 4 ” 3 4 4 4 4 4 5 4 4 6 4
2-Perimeters 8= 3 4 8 8 3 8 ..8 3; 8 1 7 3 7 4 3 4,. 4 3 4
30<h<40
3-Comers 7„' 4 3 4 4 3 ,: „4. 4` 4 4 4 5 4 4 5 4
Exterior.Research:and Design,LLC.d/b/a Trinity ERD Evaluation Report C40710.12.13 for FL16709
Certificate of Authorization #9503 Date of Issuance: 12/02/2013
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 11 of.13
F)o
RIN
.TABLE 5: WOOD DECKS'=NEW CONSTRUCTION OR REROOF(TEAR-OFF;SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE'SHEET;BONDED ROOF COVER
"NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH D.C.);
Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) - '--
Base Sheet Roof Cover
System Deck _. Attachment
MDP(psf)
No. (See Note 1) Base Fasteners ' 'At Lap. Staggered Center Row(s) Ply Cap "
W X y"'. 2 - - -
SYSTEM DESCRIPTION WITH ZONE°I(FIELD,AREA)BASE SHEET ATTACHMENT:; :`s - -- •1 - - - '- - `
Min.19/32-inch Glasbase;'Fleidglas;Flintlastic 32'ga.,1-5/8-inch dia. BP-AA,SBS-AA, SBS-AA,SBS-TA
W-5 Base 20;Poly SMS Base;Ultra tin caps with 11 ga. 4 8 3 8 SBS-TA or APP- -60.0
plywood;See Note 1' or APP-TA
Poly SMS Base;Yosemite annular ring shank nails TA
`.SYSTEMW-6;,46NEZ&3,:PERI METER&:CORNER'AREA.BASESHEETATTACHMENT - A
`
Ultimate Design Wind Speed—V n(mph)
Roof Height "
EXposure, Enclosure (ft) zone , .120• 130 ;. 140,'` 150 160 170 ' 180
X Y ' Z X Y Z X, Y Z X Y. Z X ' Y 2- X Y z X Y Z
2-Perimeters ,:•;8.: 3 8 8 3 8 8 .3 7-8 : 8 .3 8 8 3. 8 8 3 8 8 ' :,:3. 8,.,:
0<h<30. .
3-Corners -8. 3 8 8 3 8 8 3; 8 8 3 8 7 3 j 6 3 6 4 .: 3
Open
2-Perimeters 8+ 3 8" 8 3 8 8 3 S 8 3: 8 8 3 8 8 3 8 8 .,3 8`='
30<h c40
3-Corners. 8'; 3" 8 8 3 8 S 3 8 7 3 7 6 3 6-` 6 3 6 4', .'`3` 4.
B
2-Perimeters 8 - 3 " : 8 8 3 8 8. 3 .. 8 8 3 8 8 3 8: 8 3 8 8 3 8
0<h<30
3-Corners ,. 8 3: .,8 8 3 8 8 3• 8:. 7 3 7 6 3 6;.:; 6 3 6 4- 3 4
Enclosed
2-Perimeters 8 3_- '8 8 3 8 8 3_ - 8 8 3: 8 8- '3` 8` 8 3 8 7" ' ' 3 7- -
_ 30<h<40 -
3-Corners 8 3 8 - 8 3 8 8. 3 8,.,' 7 3 7 6 3' 6 4 3 4 4• 3 4
2-Perimeters 8 3 8 - 8 3 8 S'_ 3 8'_ 8 3 8 8 3 8 8 3 8 7' 31 7-
0<
•.
O<h<15
3-Corners -8 3 8 . 8 3 8 J 3 - 7 6 3" 6 .6 3 6 4 3 4 4, 4 4.
2-Perimeters 8 3 8.' 8 3 8 8 3' 8 8 3 8 8 3 8'>C 7 3 7 7; 3 7'.
15<h<'20
3-Corners $ " 3' " 8 8 3E- 7
7 3 7 6 3 6 4 3 . 4, 4 3 4 4 4 4`
C Open
2-Perimeters 8` 3:, 8 . 8 3 8 3; 8;; 8 3 8 8. . .3 8,,_ 7 3 7 6 3 6•'
20<h<30
3-Corners 8 8- ', 8 7 3 6 3 6 6 3 6 4 3 _ 4 4 4 4 4 5 4
2-Perimeters 8 3' 8 8 3 8- 3 8 8 3 8 -7 3 .7'. 6 330<h<40. 3-Corners 8 3'' 8 7 3 .6 3 6 '` 4 3 4
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report 040710:12.13 for FL16709
Certificate of Authorizatlon#9503 Date of Issuance: 12/02/2613
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 12 of 13
-no
TABLE)(CONTINUED): WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF);SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.);
Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.)
$YSTENI W-,ZONE2$�3;PERIMETER&CORNEI�AREA BASESHEETATTACHMENT - - -
Ultimate Design Wind Speed—V.I,(mph)
Roof Height
Exposure Enclosure (ft) Zone 120 130 740 150 160: 170 180
=`X_ 'Y_ Z' X Y Z X Y`„ `Z*'':: X V Z Xs °,.Y Z,_ X Y Z X ..` Y..':;`Z :
2-Perimeters $ 3 - 88 3 8 8 '`3 8 8 3 8 8 3. -8 8 3 8 7' 3 - T;
0<h<15 "
3-Corners `S:: .3 8 8 3 8 7 ' 3 "!7' 6 3 6 'S ".3 5 4 3 4 4 4, 4
2-Perimeters 8, 3 8 8 3 8 8 3 8 8 3 8 8 3 - `8 7 3 7 .6- 3- 6 '
15<h<20
3-Corners 8 3" 8 8 3 8 7. 3 7 6 3 6 4 `8 4 4 3 4 4 4 4,'
C Enclosed
2-Perimeters 8 3',` , 8 8 3 8 8 3' 8, 8 3 8 7 3 7_' 7 3 7 6,. 3 6;
20<h<30
3-Corners ;!'I§ 3` 8'; 7 3 7 6 : 3 '6-` 5 3 5 4 ': 3 4 4 4 4
2-Perimeters 8 3,.., , IB 8 3 8 8 3. ,8 8 3 8 7 3, 7 6 3 1 6 5..,. 3 `-5
30<h<40
3-Corners "8-, '3 'S= 7 3 7 6 3 5 ' 4 3 4 4, 3 4 4 4 4 4 5 4
2-Perimeters ;8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6,.; 3 6
0<h<15
3-Corners +8 3. E' 8 3 8 7 c'3- 7 5 3 5 4 3 -4 4 4 4 4 5 4`
2-Perimeters 8, j 3;•. S_;. 8 3 8 %8 G 8.''' 8 3 8 7 '` ' 3 7:. 7 3 7 6, 3 6,
15<h<20
3-Corners 8 3' 8 7 3 7 6, 3 6 4 3 4 4 3 4 4 4 4 -4':' S 4-
Open
2-Perimeters 8, 3- 8: 8 3 8 '_8 �3 8` 8 3 8 7 °3 ''-7 6 3 6 4'-' 3 4J_
20<h<30
3-Corners8' 3., 8• 7 3 7 5 3. 54 3 4 4' A ;,4_' 4 1 5 4 4, 5 4 .,
2-Perimeters 3` 8- 8 3 8 8 7 3 7 7 3 .7 5 3 5 4'}` 3 "4
30<h<40
3-Corners 7 3 7. 6 3 6 S. "3 S 4 3 4 4 , G '4 4 5 4 4_. 6 4,
D
2-Perimeters 8 3 .8 8 3 8 8 3' 8 8 3 8 7 "3 7 6 3 6 5 3 5'
0<h<15
3-Corners ;8 3" i 8.'. 7 3 7 6 3. ;6 4 3 4 4 3 4 4 4 4 4".
2-Perimeters '.8 3'; 8' 8 3 8 8 3 8' 8 3 8 7 3 7, 6 3 6 4` 3 4
15<h<20
3-Corners7 3 7 6 :'3 '6 5 3 5 4 4 4 4 5 4 4 . 5 -4
Enclosed 8
2-Perimeters `8 3 8 8 3 8 8 3 8' . 7 3 7 .6.'
20<h<30
3-Corners '_7 3', 7 6 3 6 4.. 3' 4 4 3 1 4 4 4 4:' 4 5 4 4
2-Perimeters 8 3- 8 8 3 8 8 73- 8, 7 3 7 6 3 6 4 3 4
30<h<40 N/A
3-Corners 7 �3;, , 7,_, 6 3 6 4 3. 4':,- 4 4 4 4 , _ 54�';' 4 5 4
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report C40710.12.13 for FL16709
Certificate of Authorization#9503 Date of Issuance: 12/02/2013
Prepared by: Robert Nieminen,PE-59166 Appendix 1;Page 13 of 13