HomeMy WebLinkAboutREVISION 4-2-18OFFICE USE ONLY: 'S CAN NEG
Y Q r C�
DATE FILED: '� �� _ b % GC LUCI2 COull". PERMIT # I A I - a 1O) 1
REVISION FEE:ld RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
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DETAILED DESCRIPTION OF PROJECT
REVISIONS:
G d i— t" ; J w al 5-i c' p Sg-1 p2h-"k flea2i fai f n y
fl y4- p &.t-dlt-'c4- appul-e,s
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
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Revised 06130117RENN-R.-mmVISION
•
QTORIN11-YIERD
EVALUATION REPORT
100—O6S1
ST. L1 C7 rOLT TY'PUILDT� SION
REVIEWED FOR COMP '
REVILWE�I$Y EXTERIOR RESEARCH & DESIGN, LLC.
DATE yro($ Certificate of Authorization #9503
PLANS AND PERAMIT MUST BE KEPT ON JOB353 CHRISTIAN STREET, UNIT #13
C£? NO EISPECTION WILL BE MAZE. OXFORD, CT 06478
(203) 262-9245
TRI-BUILT Materials Group, LLC Incac rI.Ano Hlru M66 rnvrvut.v —it- Evaluation Report A42960.10.12-116
PO Box 70 ARE SUBJECT TO ANY CORRECTIONS FL16048-116
Rutherford, NJ 07070 REQUIRED BY FIELD INBpECTORS THAT Date of Issuance: 10/25/2012
(800) 516-1485 MAY BE NEOC-89AAY IN ORDER TO Revision 6: 09/25/2017
SCOPE: COMPLY WITH A" APOWCA01IA 00E9,
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 61h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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
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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
C-ONCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD 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) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ILE
ROOFING COMPONENT EVALUATION:,; , . ,
1. SCOPE:
Product Category:
Sub -Category:
Compliance Statement:
demonstrated compliance
in accordance with the foil
Conditions of Use set forth
2. STANDARDS:
O
TRINITY I ERD
Roofing
Underlayment ,
-BUILT Roof Underlaymerits,'as' pro duced' by TRI-BUILT Materials Group, LLC, have
:h the following'sections of'flie 6th Edition'(2017) Florida Building Code through testing
ng Standards.' Compliance is'sut6ji `ct'to�th6,lnstallation Requirements and Limitations /
rein.
Section
Property
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
S40540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
S43530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
06/07/2017
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built
Sand-R SA Shingle Underlayment
is a self -adhering, glass -mat reinforced,
sand -surfaced, SBS
modified
bitumen roof underlayment, with a
36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built
S/A HT TU Undelrlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen
roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built
Smooth HT S/AI Underlayment is a self -adhering, glass -mat reinforced,
film -surfaced, SBS
modified
bitumen roof underlayment; meets
ASTM D1970.
S. LIMITATIONS:
5.1 This is a
building code eva uation. Neither
Trinity IERD nor Robert Nieminen, P.E. are,
in any way, the
Designer
of Record for any project on which this Evaluation Report, or previous versions
thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
Qfor
5.2 This Evaluation Report is use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation
Report; refer to current Approved
Roofing Materials
Directory for fire ratings of tl�is product.
.; Exterior itese;54tari4 Design
CertifJcote of Authorization #9503
6T" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A42960.10.12-116
FL16048-R6
Revision 6: 09/25/2017
Page 2 of 6
QOTRINITYIERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
Tri-Built S/A HT TU
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
Tri B:uiltS o th HT S'JA
Yes
No
No
Yes
Yes
Yes
Under) merit
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product Approval
IUnderlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HT TU Underlayment
DowTIIeBondTM
FL22525
Tri-BuiltS/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
y Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment' only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D or TAS 114, Appendix J.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
QOTImNITYIE'RD
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12). I
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind) uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment for s part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
applications. Maximu Design Pressure is the result of testing._for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by-2 (the 2 to 1 margin';of-safety
per FBC 1504.9 has alreIady been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure = -45.0 osf:
Deck:
Min. I15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer:
(Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure = -67.5 psf:
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprer I Elastocol 600c
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirer>'>lents to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywoodi shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesio All sheathing fasteners shall be driven flush with the surface. All sharp
splintersand wood projections shall be removed/sanded.
Primer: (Optiona �/A
RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design Pressure=I_60.0 psf:
Deck:
Base Sheet:
Underlayment:
Min. 19/42-inch plywood to meet project requirements to satisfaction of Authority
Having Jugsdiction.
Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaed rows in the center of the sheet.
Tri-Built S/Q HTTU Underlayment, self -adhered.
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization #9503 6T" EDITIION (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
A.
QoTsuNITYIERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Maximum
Underlayment
Tile Profile
Staging Method
Slope
Flat
Max. 10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max.10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
� tie•: I
Tri-Built S/A HT TU
Underlayment
Y
Lugged
I
i
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A42960.10.12-116
FL16048-R6
Revision 6: 09/25/2017
Page 5 of 6
QOTFUNITYIERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted belov .
6.2 Re -fasten any loose I ecking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust Ind debris prior to application, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for�installation within 24 hours.
6.3.3
Apply sheet parallel tol the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire lengt of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firm y roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams sho Id be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slodes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top Hof the sheet at 12-inch o.c.
For Valleys and Ridges: ICut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drlape and press sheet into place, working from the center of the valley or ridge in
each direction. For vall�ys, apply the sheet starting at the lowest point and work upward.
Reference is made to I
instructions noted above
For foam -on tile applical
fall outside the scope of
Tile shall be loaded
underlayment. See Tah
staging.
RSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
as a guideline.
ons, reference is made to Section 5.6.4 herein for wind resistance limitations than,
=RSA/TRI April 2012 (04-12).
id staged in a manner that prevents tile slippage and/or damage to the
�e 2 herein, and TRI-BUILT Materials Group, LLC published requirements for the
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC — QUA9625; (314) 578-3406;
)r Authority Having Jurisdiction in order to properly evaluate the installation of
ik.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization #9503 6T" DITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116
TRILBUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6
EVALUATION
X, L
AUTALSALES) MANUFACTURING.CORPORATION
;-2,6. � G., -A. W.-CRIMP PANEL''
FLORIDA OU-JLDJNGCODE; 6TR
FLORIDA PRODUCT APPROVAL
FL;14,64,'5,i2-R,3,'
ROOFING
METAL T- :ROOFING
P're.pated For
)Ot4Sales .M- -Corporation
545 SouthJrd Street;.
SUWIOO:
Louisville , KV 40202,
T-Awk6ne- (5,02),1'$54300
p
-Pix-tt -(502);8554200
Propared'By:
Bala- P.E.
Professional n Florida.,' 6toss�i�-o*n-'a:l-'E,--,gmeer#6224,6
C
Tutsa,.Ok 74106'
Teleph
one; (9,0); 4916"2
FAX (918) 49'3=3568.
ThiFrep,prt gonsi'sts of
Evaluation Report (3:Pagpsinclud
ing cover) -
Installation Dbtaib(1 Page)
Report No. C21827-2.
Date! 9.,9.17
% . 0`1�01
OCK I
No 62240
53,
.0, STATE OF
0 4
N
Manufacturer: 11
Product Name: 5
Panel Description:
Materials:
Deck Description:
Deck Attachment:
(Minimum)
Underlayment:
Slope:
FL 14645.2-R3 <f
C2182-2
9.9.17
Page 2 of 3
fetal Sales Manufacturing Corporation
24"1 wide coverage with (5) 1/2" high ribs
MiA. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Mi I�. 19/32" plywood or min. %" thick wood lank min SG of 0.42
PY P ( )
for new- and existing constructions. Designed by others and installed
as Der FBC 2017.
8d x12.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
in the field and edges. Designed as per FBC 2017.
underlayment as per FBC 2017 Section 1507.4.5.1
1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 84.5 sf @ fastener spacing of 24" o.c.
(Factor of Safety = 2) 131.3 psf @ fastener spacing of 18" o.c.
149.E psf @ fastener spacing of 12" o.c.
Fastener Pattern:
Type: #9-161or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8'�.
At panel ends 6 fasteners per panel width. (4 located adjacent to ribs and 2 between
ribs)
At intermediate 4 fasteners per panel width. (4 located adjacent to ribs)
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirgments for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4
Product Limitations: Design . vind loads shall be determined for each project in accordance
with FBiC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. �he maximum fastener spacing listed herein shall not be
exceede . This evaluation report is not applicable in High Velocity
Hurricai le Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505 and current
j'..
FL 14645.2-R3
C2182-2
9.9.17
Page 3 of 3
approved roofing materials directory or ASTM E108AJL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T235-07, Reporting Date 7/12/07
Project No. T172-08, Reporting Date 4/29/08
5V—CRIMP
5V—CRIMP
SEE DETAIL 1
Y �
PANEL FASTENER SPACING
PER ALLOWABLE PRESSURE
TABLE ON THIS SHEET.
UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT:
AS: PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL
MIN. 2X_ WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C. SPACED @ 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENER PATTERN AT INTERMEDIATE LOCATIONS
SEE DETAIL 1
24"
PLYWOOD
19/32" HICK (MIN.)
UNDERLAYMENT SHALL BE INSTALLED
-PLYWOOD
MINIMUM ATTACHMENT: 19/32" THICK (MIN.)
AS PER MANUFACTURER'S INSTALLATION
8d x 2.5" LONG RING SHANK NAIL
MIN. 2X_ WOOD RAFTER/JOIST/ GUIDELINES
OR #8 x 2" LONG WOOD SCREWS
TRUSS AT MAX. 24" O.C.
SPACED @ 6" O.C. IN THE FIELD &
AT PLYWOOD EDGES
FASTENER PATTERN
AT PANEL ENDS
TYPICAL PANEL INSTALLATION X-SECTION ALLOWABLE UPLIFT PRESSURE
FASTENER
PRESSURE
SPACING
(PSF)
(IN)
#9-16 OR #10-14 WOODSCREWS
WITH SELF SEALING WASHER AT
24
84.5
MAXIMUM SPACING OF 24" O.C.
a __
18
131.3
5V-CRIMP _
MIN 26 CAA.
12 149.6
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
-
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
UNDERLAYMENT
PLYWOOD
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
19/32" THICK (MIN.)
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
BUILDING A DIFFERENCEUM
E RS
DETAIL 1
—
SL CONTROL.
REQUIREMEN OFI THIS DRAWING &0 THE CODE, T,HENCODE SHATHE LL
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REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
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