HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS-- Florida Building Code Online
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
3 Page 1 of 2
l D
SCANNE2'
LUde CCU*
it Surcharge 1 Stats & Facts i Publications i FBC Staff ( BCIS Site Map I Links Search E
> Application Detail
Documentation from approved Evaluation or Validation Entity
FL16520-R3 v
Affirmation
2017
Approved
O
Shwinco Architectural Products, LLC.
171 Jet Services Way
Dothan, AL 36303
(334) 556-1000
keith@shwincoap.com
Keith Schneider
keith@shwincoap.com
Keith Schneider
171 Jet Services Way
Dothan, AL 36303
(334) 556-1000 Ext113
kschneider@shwinco.com
Keith Schneider
171 Jet Services Way
Dothan, AL 36303
(334) 556-1000 Ext113
kschneider@shwinco.com
Exterior Doors
Sliding Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
Year
AAMA/WDMA/CSA 101/I.S.2/A440
2008
ASTM E1886
2005
ASTM E1996
2009
TAS 201, 202, 203
1994
WI affirm that there are no changes in the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 5/11 /2018
. Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Cummn— of 12,M. afc
OYes ONO ON/A
FL16520 R3 COC 16520.1 R3 NOA 2017-0019.Ddf
FL16520 R3 COC 16520.2 R3 NOA 2017-0020.Ddf
Method 1 Option A
10/12/2017
10/12/2017
10/22/2017
I
FL #
Model, Number or Name
Description
16520.1
Series 9700 I
Vinyl (PVC) Sliding Glass Door 8080
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL16520 R3 C CAC NI011590.02-R2-signed.Ddf
FL16520 R3 C CAC NI011590-R2-sioned.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +60/-60
05/31/2020
Other: Large Missile Impact Rated Configuration: XO
Installation Instructions
Glazing: IG-Ext-3/16" Tempered Glass/Int-Laminate-3 116"
FL16520 R3 II Series 9700 Installation. pdf
Annealed Glass/0.090" Interlayer by Solutia/3/16" Annealed
Verified By: Joshua M. Royce, P.E. 68180
Glass. PVC extrusions are certified under NOA 12-1126. 0
Created by Independent Third Party: Yes
for Bavarian Polymers, Expires 02/07/18. Component
Evaluation Reports
Approval NOA 12-1231.09 Soluta Interlayer, Expires
FL16520 R3 AE Series 9700 Eval.odf
04/14/2018.
Created by Independent Third Party: Yes
I
16520.2
Series 9700 I
Vinyl (PVC) Sliding Glass Door 6068
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL16520 R3 C CAC NI011590.01-R2-sioned.Ddf
FL16520 R3 C CAC NI011590.03-Ri-sianed.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure: +80/-80
05/31/2020
Other: Large Missile Impact Rated Configuration: XO
Installation Instructions
Glazing: IG-Ext-3/16" Tempered Glass/Int-Laminate-3/16'i1
Annealed Glass/0.090" Interlayer by Solutia/3/16" Annealed
Glass. PVC extrusions are certified under NOA 12-1126.10
FL16520 R3 II Series 9700 Installation.(odf
Verified By: Joshua M. Royce, P.E. 68180
Created by Independent Third Party: Yes
for Bavarian Polymers, Expires 02/07/18. Component I
Evaluation Reports
Approval NOA 12-1231.09 Soluta Interlayer, Expires
FL16520 R3 AE Series 9700 Eval.pdf
04/14/2018.
Created by Independent Third Party: Yes
Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
1
The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with'Ithe licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
®, ® eCheck M
II
Credit Card
Safe
I
I
I1�
https://www.floridabuilding.org/pr/pr_app_dtl
vgqu2w%2bn... 5/ 11 /2018
INSTALLAT10H NOTES:
I.
ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATIONSHOWN. USE ANCHOR STRAPS FOR SILL
OPTION: ONE (1) ANCHOR STRAP CAN BEUSED IN UEU OF SCREWS.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF
21/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR IAYOUTDETAIL
ILE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARINGSHIM(SI. MAXIMUM ALLOWABLE SHIM STACKTO BE 114INCH.
SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL
BE CONSTRUCTED OF HIGH DENSITY PIASTIC OR BETTER
5. FOR THROUGH FRAME OR ANCHOR STRAP INSTALIA71ON INTO WOOD
FRAMING USE 010 PAN HEAD WOOD SCREWS OF SUFFIOENT LENGTH
TO ACHIEVE 12/2 INCH MINMUM EMBEDMENT INTO WOOD SUBSTRATE
6. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATIONTHROUGH
1X BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO
CONCRETE/MASONRY, USE 3/16INCH DIAMETER ITW TAPCON
OR EQUAL OF SUFFICIENT LENGTH TO ACHIEVE 11/4INCH MINIMUM
EMBEDMENT.
7. FOR TN INSTALLATION INTO WOOD FRAMING USE Sd ROOFING NAILS
OR
08 PAN HEAD WOOD SCREWS THROUGH FINS WITH SUFFICIENT LENGTH
TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT INTO
FACE SHELL OF BLOCK
11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED
ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSL
G MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,
TYPE 1(OR GREATER).
SHWINCO ARCHITECTURAL
PRODUCTS. INC.
SERIES 9700 SLIDING GLASS
GENERALNOTES: I DOOR IMPACT
1 THE PRODUCT SHOWN HEREIN IS DESIGNED
AND MANUFACTURED TO COMPLY WITH THE
2010 FLORIDA BUILDING CODE (FBQ,
INCLUDING HVHZAND HAS BEEN EVALUATED
ACCORDING TO THE FOLLOWING
AAM//WDMA/CSA 101/L5.2/A44D-0B
ASTM E188645
ASTM E1996-09
TAS 203A4
TAS 202-94
TAS 2D3-94
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OFWTHSTANOING
AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION STHE RESPONSIBILITY OFTHE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECTOF INSTALLATIOF
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOF
RECORD FOR THE PROTECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPEOFICSITE IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A UCENSED ENGINEER OR ARCH ITECTSHAUL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.
S. APPROVED IMPACTPROTECIIVESYSTEM IS NOT
REQUIRED ON THIS PRODUCT IN AREAS REQUIRING
IMPACT RESISTANCE
6. DOOR FRAME MATERIAL•WNYL(PVC)-MIAMI DADE NOA
12-1126.10.
7. GLASSMEETSASTM E130004 GLASS CHART
REQUIREMENTS.SEE SHEET4 FOR GLAZING
DETAIL
& DESIGNATIONS'X'AND'O'STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
9. APPROVEDCONFIGURAMON: XO,OX,XX
I
II
RECEIVED I
MAY 0 7 )Q18
ST. Lucie County, Permitting ----------------
I
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
INSTALLATION A GENERAL NOTES
2
-
ELEVATION B ANCHOR LAYOUT
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS& 6LAZING DLTAILS
5
-
COMPONENTS & BILL OF MATELIAL
DESIGN PRESSURE RATING
SIZE
DESIGN PRESSURES
MISSILE IMPACT
RATING
96' x W
+,,,, PSF
URGE AND SMALL
MISSILE TESTED
71-1/Z' x 79-VZ'
.80/-80 P5F
LARGE AND SMALL
MI551 E TESTED
O `�SUAN. R
In
3vi • 'rc� DWG#:
- Are of€ 100833D
y�4: •�ORIV�'p �yF'
m�m SHEET:
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nEnauYnvsni
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I1RO100.40RN�CROR
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FRAME OR ANCHOR
STRAP
THROUGH
I
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aIn
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DWG #:
1008331)
2 V2• M Et
DISTANCE
EJGERIORFlMSH-
BYOTNffJNS
PERIMETER CA -
WMERS
CA DOOR
HEIGHT
CA
HE
n VERTICALSECTION
3 xFAD-mNQNflF�MA50NxT
TIIEDNIGN RWAE
VERTICAL SECTION
3 sR>.-mxaETE/Mnsown
TxnoDGx maA¢
INTERM.
31W MTAPOON
SNEATICNOBY
2-MIN.
DNSTALLATIONANCHOR
OTHERS
I
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BASHING BYOTHQK
(PIN)
CCNCRETEAV3 w
BYOTHERS
CAUIKB
FlN 65HFJTHWG
WROOHNG NAR
INSTAL MNANCHOR
I —_
._.-
(OITEMORFINISH _'"'"
BY OTHERS
EYOT FRAME
BYO71NER5
_
PERIM
SHEET HERS
BY OTHERS
MOTHERS
MOTHERS
VP MAX
!
I
SHIM SPACE
3M Ak M EDGE
B
CA DOCR
DISTANCE
FAT Z
EXTEPMR
SEEGlAZING
DEIMLA
C VERTICAL SECTION
3 xuD•3xxrooD RIAMO
SEE GU1pNG
OETARA
8
CA DOOR 2
MEWRT
U 9 6
PER0.¢TER CA=
my OTHERS
!S.•.
VERTICAL SECTION
3 Mu-sswoaDRIAu+E
h T �!�
N mN y
V z
t] Q V In
DWG #:
100833D
SHEET.,
V4• MAX
swm SPACE
1 V4' MIN
EABWBN MT WOODTRGR INTERIOR
BYOR�RS
VY MAX
1%W000 BGGf SNTM p.�gIIC
BY OTHERS SHEET ROIX
LIB'RW INTERIOR 3/{•MIN EDGESPACE BY OTHERS
TAPCON
INSTALLATION ANCHOR DISTANCE
CONCRETEWASCINRY i' 2 B (FIN) METAL FRAMWO
SYCIVERSBYORff1LS G O K
'." :•` _ SMS SCREW F�
CAULK BETWEEN T% INSTALLATION F
WOOO BUCKa _ SEE GRACING 5 ANCHOR Q N
V
CONCRETEAMONRY POEDO D(TARA Vo( F
BY OTHERS —g
LLZN �O
5 SETAL.A W K za
SEE GLAZING SUFR�NTTO [�R�
DEfgRA Y B AOGEYE AMIN N 5
I 2 EXTERIOR a 1 -- ] 11dIEADSiRaIOl6N W 2 Aq
WALL IIH--
4 EXTERIOR EXTERIOR RMLSH
I PERIMETER CAIAPERIMETERCAIRK BYOTNFAS
`IC BY OTHERS SI¢AT
....:.......: BY OTHERS
2 Lz' N
. DISTANCE
CE OTHERS
RERSS
a
CA"BETWEEN FIN
EXTERIOR -ISM OA DO%N OA DOOR a SHEATHING
21
BYOTHERS WIDTH \ WIDTH m
E HORIZONTAL SECTION : B ' \ I D L"�0 HORIZONTAL SECTION Z
/I DIMe-CDNORIVMATONIIV Q MAD ° 0 EXTERIOR
3H' MM EDRE
V4'MAX
DISTANCE HORIZONTAL SECTION S GM SPACE I VEMBEEDMMEIT w
SHHVOTHEGRS (FIND 1/4'MAx SRIEINIFAIGO( m
5HMSPACE INTERIOR n�T�� RB WOOOSK4 SCREW
1]C WOOD FRAME 2 B INTERIOR MWDOO FRAlE 0
BY OTHERS BY OO Z
SE ROOFING NM
INSTAl1ATI0N ANCHOR SEE OAONG 5
IAO'OA INSULATED 61A55 DETAILA
CONSISTING, OF:
GIB75' TTAIPERED rmm SEE GIAZDNG G3 AIRSPACE. GLA55.
EMBEDMENT 5 oETALLA 0.I875• ANNEALED GLASS.
G.Dw SOLTIA SAFE TNR
`\ INO�21=09), GLASS U 3/4
LA]A•AGN. EDGE
I
ERROR 1 i B DISTANCE
EXTIJ ER OR
T
EXTERIOR FOISN "OTHERS PERIMETER w
PEWA�fER CAULK..1OWSFAA55 EXTERIOR BYOTHERS 9HEATOTHERS Q OC Y p ¢EXTERIOR
FVSHINGBYCIMMSBY OTHERS am OTHERS 13.N ZCALM BETWEEN FINIBSNEATMING WIDTH I_—OTM�SOT �RIO`�`� �W 100833DHORIZONTAL SECTION 1 HORIZONTAL SECTION
4 GLAZING DETAILA SHEET:
NANe-uw°oo FAaME IAMB-ar➢uaMlNr
4 OF 5
II
I
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II
BILL OF MATERIALS
TEM
NO.
DESCRIPTION
MATERIAL
1
MAIN FRAME (FIN) - PART# 1203
VINYL
IA
MAIN FRAME (FLUSH) - PART# 1203
VINYL
2
PANEL - PART# 1219
VINYL
3
GLAZING READ-PART#2365
VINYL
4
INTERLOCK -PART#1221
VINYL
5
TRACK COVER -PART# 1500
VINYL
6
TRACK- PART# OC3526
ALUMINUM
7
THRESHOLD
ALUMINUM
8
PANEL REINFORCEMENT -PART#T-51344
ALUMINUM
9
FIXED PANEL RISER - PART # OC3528
ALUMINUM
10
SILL RISER (OPTION) - PART T-11973
ALUMINUM
11
SILL RISER (OPTIOM- PART OC-3527
ALUMINUM
12
4' X V X 0.55' ANCHOR STRAP
STEEL
13
GLA55 BEDDING -DOW 995/NOVAGUARD M 400
SILICONE
14
SPACER
15
ROLLERS
STEEL
16
MORTIS LOCK
STEEL
17
HANDLE SETS
STEEL
18
FIXED PANEL CLIP
ALUMINUM
19
PANEL RE1NF. SCREWS #8 X 11/4' TEK PH FLT HD
STAINLESS STI
20
INTERLOCK SCREWS #6 X 11/2' TEK PH PAN
STAIXESS 5T1
21
INSTALLATION SCREWS #8 X 2 L2' PH PAN HD
STAINLESS STI
22
ROLLER SCREWS #8 X 3/4' PH FLT HD
STAINLESS STI
23
WEATHER STRIPPING - FRAME 270 X.290 PILE FIN
24
WEATHERSTRIPPING- INTERLOCK.270 X.970 PIE FIN
NOTE:
1) PVC MATERIAL CERTIFICATION SHALL BE SUBMITTED UNDER NRRENT
MIAMI-0ADE NOA OR AAMA CERTIFIED EXTERIOR PROF]IES LICENSE W
BOVARIAN POLYMERS
2) PROPER St1L P15ER OPTION SHALL BE O40SM WHERE DXREASED RESISTANCETO
WATER INFILTRATION IS REQUMED.
MANUFACTURER
SHWINCO
5HWINC0
SHWINCO
SHWIIJCO
SHWINCO
VARIOUS
VARIOUS
VARIOUS
VARIOUS
VARIOUS
VARIOUS
VARIOUS
DOW CORNING
VARIOUS
VARIOUS
VARIOUS
VARIOUS
VARIOUS
VARIOUS
VARIOUS
VARIOUS
SEAL MAX
SEAL MAX
OHEPD, SILL AND 3AM9(FIN) SILLAND]AM8
vom vRm
TPCJIL WNL1NCAl1E5SAfiP IYPIGI WAILTPOR�SS A®'
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OPANEL REINFORCEMENT
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FIXED PANEL RISER SILL RISER (OPTION)
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DWG#:
100833D
SHEET., �^
Engineering Evaluation Report
Report: 100833
Manufacturer: Shwinco Architectural Products, LLC
171 Jet Services Way I
Dotham, AL 36303
Product: Series 9700 Vinyl Sliding Glass
Joshua Royce, P.E.
3 Indian Springs Rd
Red Lion, PA 17356
Description of Product:
White vinyl (PVC) fame members with the frame head, sill and jambs using a flush frame. A
track cover was used on both the interior and exterior panels. A 3.570"x1.560"x0.070" thick
6005-T5 aluminum reinforcement was utilized on the panel top, bottom and jambs. Aluminum
corner reinforcement was utilized inside the panel jambs at the interlock stile.
Submitted Technical Documentation:
1. NAMI Product Certification NI011590 (96"x 96"- Series 9700 SGD) and NI011590.01
(71-1/2" x 79-1/2" — Series 9700 SGD). Certificates expire 05/31/2017.
2. Test Report NCTL-210-3 886- 1, dated 07/15/13 signed and sealed by Gerard Ferrara, P.E.
(FL P.E. 11985) `
National Certified Testing Laboratories located in Orlando, FL
TAS 201-94: Passed Large Missile Impact
TAS 202-94: Design Pressure: +/- 60.0 psf (96'i'06" — SGD)
Design Pressure: +/- 80.0 psf (71-�;1/2"x79-1/2" — SGD)
Air Infiltration: 6.2 psf �y
Water Infiltration: 10.5 psf
TAS 203-94: Design Pressure: +/- 60.00 psf
3. Installation Drawing report number 100833D signed and sealed by Joshua Royce P.E.
4. Anchor Calculation report number 100833A signed and sealed by Joshua Royce P.E.
Door Hardware: Door hardware consists of the following:
i
Hardware Description: I
Quantity
Description
Location
1
Steel Single Point Mortise Lock
40-1/2" from, the frame sill
j
1
Strike Plate
I
Handle Set
1
Steel Roller
Active panel at each corner of
the panel bottom rail
Joshua Royce, P.E.
Date: 08/14/2013
Engineering Evaluation Report
Report: 100833
Limitations of Use:
1. Maximum product design pressure of +/-
psf for the 96"x96" door.
Joshua Royce, P.E.
3 Indian Springs Rd
Red Lion, PA 17356
80 psf for the 71-1 /2"x79-1 /2" door and +/- 60
2. Maximum panel size of 37-1/2" wide by 76-1/2" high for the 71-1/2"09-1/2" door.
Maximum panel size of49-1/2" wide b'y 93-1/4" high
3. Rated for use in the High Velocity Hurricane Zone (HVHZ).
4. Product is impact resistant and will not�require the use of an impact protection system if
installed in the Wind Borne Debris Regiol
5. Glazing must comply with ASTM E130�C
consisting of an exterior 3/16" fully temp
consisting of 3/16" annealed glass - Ol
annealed glass (Miami -Dade NOA 12-12
6. Glazing — Outside glazed unit with Dow
with overall dimensions of/z" wide by 0.'
0.850" overall glazing bite was utilized or
7. Approved configurations are the OX, XO
8. The PVC frame extrusions are certified
supplied by Bavarian Polymers USA, Inc.
9. Alternate substrate installations are includ
They are as follows: wood block
The tested glazing was an 1" insulated glass
:red glass and an interior 7/16" laminated glass
)90" Solutia Saflex® PVB interlayer — 3/16"
1.09).
995 urethane sealant and used a glazing bead
)75" high with a typical thickness of 0.040". A
all glass.
and XX configurations.
under Miami Dade NOA 12-1126.10 and are
concrete/masonry page 3 and 4 and steel strl
10. Units must be installed as per the installatil
the manufacturer's installation instructions.
11. The installation details described herein are
for a specific site. If site conditions cause
detailed herein, a licensed engineer or arch:
use with this document.
Compliance:
The above listed products have been shown to
Code and with the Florida Department of Con
per Rule 9N-3.005 method 1(a).
in the sealed installation drawings 100833D.
(tested condition) on page 3 and 4,
;ture on page 4.
n documented in drawing 100833D and per
;ric and may not reflect actual conditions
Illation to deviate from the requirements
shall prepare site specific documents for
trate compliance with the Florida Building
Affairs for Statewide Product Approval as
Certificate of Independence:
In accordance with Rule 9N-3.009, I do not have, norido I ever intend to acquire, any financial
interest in any manufacturing company associated withl this evaluation report. I also do not have
any financial interest in the manufacturing company or any company associated with the
manufacturing company. 1,
No.68180 •
STATE OF ,'.ru
t..P•�C9?
Secure Electronic Seal
r Electronic Submissions
Joshua Royce, P.E.
Date: 08/14/2013