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•
DEPARTMENT OF REGULATORY AND I
BOARD AND CODE ADMINISTRATION I
NOTICE OF ACCEPTANC]
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL 32832
SCOPE:
This NOA is being issued under the 1p
materials. The documentation submitted
Product Control Section to be used in Nii
Having Jurisdiction (AHJ).
This NOA shall not be valid after the
Control Section (In Miami —Dade County
the right to have this product or materia
fails to perform in the accepted manner, t
may immediately revoke, modify, or sus
RER reserves the right to revoke this 1
Control Section that this product or matey
This product is approved as described he
Code, including the High Velocity Hurric
DESCRIPTION: Series "9050 Therm
APPROVAL DOCUMENT: Drawing
sheets 1 through 11 of 11, dated 06/21/12
01/17/13, signed and sealed by Luis Robe
Section Approval stamp with the Notice
County Product Control Section.
MISSILE IMPACT RATING: Large
LIMITATION: All steel anchor strength
LABELING: Each unit shall bear a pe;
model/series, and following statement: "Tv
noted herein.
RENEWAL of this NOA shall be consid
no change in the applicable building code
'IscomoN
ZOMIC RESOURCES (RER)
;ION
iOA)
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 S.W. 26 Street, Room 208
T (786) 315 2590, F (786) 315-2599
www.miamidade.eov/economy
olicable rules and regulations governing the use of construction
has been reviewed and accepted by Miami —Dade County RER—
ami—Dade County and other areas where allowed by the Authority
expiration date stated below. The - Miami —Dade County Product
} and/or the AHJ (in areas other than Miami —Dade County) reserve
1 tested for quality assurance purposes. If this product or material
he manufacturer will incur the expense of such testing and the AHJ
?end the use of such product or material within their jurisdiction.
acceptance, if it is determined by Miami —Dade County Product
ial fails to meet the requirements of the applicable building code.
erein, and has been designed to comply with the Florida Building
fne Zone.
ally Broken" Aluminum Outswing Glazed French Door— L.M.I.
No. 08-01637, titled "Series 9050 Terrace Outswing Double Door",
(with revision "A" dated 11/21/12, prepared by manufacture, dated
rto Lomas, P. E., bearing the Miami —Dade County Product Control
111 of Acceptance number and Approval date by the Miami —Dade
Small Missile Impact Resistant
be minimum Grade 5.
label with the manufacturer's name or logo, city, state,
Lde County Product Control Approved", unless otherwise
after a renewal application has been filed and there has been
ively affecting the performance of this product.
TERMINATION of this NOA will occurlafter the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned
above. i
The submitted documentation was review4by Jaime D. Gascon, P. E.
27.07
Mu►rtt•nan� cour�TY Expiration t . eb o duar 0 , 2.07
"` Approval Date: February 07, 2013
,L Page 1
I
WihDoor, Inc.
A. DRAWINGS
1. Manufacturer's die dra
2. Drawing No. 08-01631
through 11 of 11, dat,
manufacture, dated 01 Al
B. TESTS
1. Test reports on: 1) Air 1
2) Unif
3) Wate
4) Largi
5) CycI
along with marked —up i
prepared by National
NCTL-210-3781-2R,
P. E.
2. Test reports on: 1) Air I
2) Unif(
3) Wate
4) Larg(
5) Cycli
along with marked —up (
prepared by National
NCTL-210-3781-2, &
C. CALCULATIONS
1. Anchor calculations ar
dated 06/12/12, prepare
P. E.
2. Glazing complies with
D. QUALITY ASSURANCE
1. Miami —Dade Denar
rings and sections.
, titled "Series 9050 Terrace Outswing Double Door", sheets 1
-d 06/21/12 with revision "A" dated 11/21/12, prepared by
7/13, signed and sealed by Luis Roberto Lomas, P. E.
filtration Test, per FBC, TAS 202-94
.rn Static Air Pressure Test, Loading per FBC, TAS 202-94
Resistance Test, per FBC, TAS 202-94
Missile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
-awings and installation diagram of an outswing French door,
;,rtified Testing Laboratories, Inc., revised Test Report No.
:vision date 10/10/12, signed and sealed by Gerard J. Ferrara,
filtration Test, per FBC, TAS 202-94
m Static Air Pressure Test, Loading per FBC, TAS 202-94
Resistance Test, per FBC, TAS 202-94
Missile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
-awings and installation diagram of an outswing French door,
Certified Testing Laboratories, Inc., Test Report No.
ed 04/10/12, signed and sealed by Gerard J. Ferrara, P. E.
structural analysis, complying with FBC-2010, submitted
signed, sealed and dated 01/21/13 by Luis Roberto,Lomas,
E1300-04
of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No! 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
Jaime D. Ga con, P. E.
Product Control Section Supervisor
NOA No. 12-0627.07
Expiration Date: February 07, 2018
Approval Date: February 07, 2013
E-1
WinDoor, Inc.
E. MATERIAL CERTIFICATIONS (CONTINUED)
2. Test Report No. ETC i08-1043-20974.0 per ASTM D 1929-96 (2001) (Ignition) dated
07/01/08, issued by ETC Laboratories, Inc., issued to Technoform for Polyimide plastic strut
P/N PA 66 GF25, signed) by Gurjinder Dhami.
3. Test Report No. ETC-07-1043-19094-0 per ASTM G 26-95 (4500 Xenon Arc) and ASTM
D 638 dated 02/18/08, issued by ETC Laboratories, Inc., issued to Technoform for Polyimide
plastic strut, signed and sealed by Joseph Labora Doldan, P. E.
4. Test Report No. ATI-61261.01-106-18 per ASTM D 2843-99 (Smoke density) and ASTM
D 635 (Rate of burning) dated 12/14/05, issued by Architect Testing, Inc., issued to
Technoform for Polyimide plastic strut, signed and sealed by Joseph A. Reed, P. E.
F. STATEMENTS
1. Statement letter of no financial interest, conformance and complying with FBC-2010,
dated 06/21/12, issued, signed and sealed by Luis Roberto Lomas, P. E.
2. Laboratory addendum Iletter for Test Report No. NCTL-210-3781-2R, issued by
National Certified Test I7ng Laboratories, Inc., dated 10/10/12, signed and sealed by
Gerard J. Ferrara, P. E.
3. Laboratory compliance
National Certified Test]
Gerard J. Ferrara, P. E.
4. Laboratory compliance
ETC Laboratories, Inc., d�
5. Laboratory compliance
Architect Testing, Inc., dE
6. Proposal No. 09-1509
Chanda, P. E.
G. OTHERS
1. None.
letter for Test Report No. NCTL-210-3781-2, issued by
ig Laboratories, Inc., dated 04/10/12, signed and sealed by
letter for Test Report No. ETC- 07-1043-19094-0, issued by
ited 02/18/08, signed and sealed by Joseph Labora Doldan, P. E.
letter for Test- Report No. ATI-61261.01-106-18, issued by
ted 12/14/05, signed and sealed by Joseph A. Reed, P. E.
ssued by Product Control, dated 12/03/09, signed by Ishaq
(L) � �--
Jaime D. Gascon, P E
Product Control Section Supervisor
NOA No. 124627.07
Expiration Date: February 07, 2018
Approval Date: February 07, 2013
E-2
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: ALUMINUM 6063—T6
6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 FOR GLASS OPTIONS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE $14 WOQD_SCREWS_WITH-
-SUFFICIENT—LENGTH 70 ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. ALL FASTENERS TO BE CORROSION RESISTANT.
13.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 BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO.
DESCRIPTION
1
NOTES
2
ELEVATIONS
3 — 5
CROSS SECTIONS GLAZING DETAILS AND B.O.M.
6 — 8
INSTALLATION DETAILS
9
COMPONENTS
10 — 11
1 HARDWARE LOCATIONS
REVISIONS
DESCRIPTION DATE APPROVED
UPDATED PER MD COMMENTS 11/21/12 R.L.
CORNER CONSTRUCTION AND WEEP HOLES NOTES:
STANDARD FRAME CORNER CONSTRUCTION:
FRAME CORNERS ARE OF BUTTED CONSTRUCTION. HEAD AND SILL ARE ATTACHED TO JAMBS
USING (2) #10 X 1 1/4" PH SO DRIVE SS SCREWS.
ADA FRAME CORNER CONSTRUCTION:
FRAME CORNERS ARE OF BUTTED CONSTRUCTION. HEAD AND SILL ARE ATTACHED TO JAMBS
USING (2) #10 X 1 1/4" PH SO DRIVE SS SCREWS.
PANEL CORNER CONSTRUCTION:
PANEL FRAME CORNERS ARE OF BUTTED CONSTRUCTION.
ACTIVE PANEL RAILS ARE ATTACHED TO STILES USING #8 X 1" LEAD POINT SCREWS AT SCREW
BOSSES.
INACTIVE PANEL RAILS _AREJAIIACHED TO—STILES—TO—STILE—X-1"—LEAD—POINT—SCREWS AND #1C
X 3/4" LEAD POINT SCREWS AT SCREW BOSSES. #10 SCREWS ARE USED IN SCREW BOSSES
WHERE REINFORCEMENT IS PRESENT.
WEEP HOLES:
(2) 9/32" X 1" WEEP HOLES WITH PLASTIC COVERS ARE LOCATED 3" FROM SILL ENDS.
7500 AMSTERDAM DRIVE
WinD o or ORLANDO, FL 32832
INCORPORATED P`-407A818°00
ft. m,18l.0s0s—.windootin—
%vidithe
SERIES 9050 TERRACE OUT SWING
DOUBLE DOOR
n 01 NOTES
DRAWN: DWG NO. REV
A.P. 08-01637 A
SCALE NTS I DATE 06/21 /12 1 SHEET 1 OF 11
Luis R. Lomas P.E,
Florida No. 62514
76" MAX FRAME WIDTH
35 7/8" PANEL WIDTH 26" DLO
C
�— 6" MAX
l-
18"
/ \ MAX O.0
108 1/4"
DLO
119 5/16"
PANEL
HEIGHT
120" B
MAX 4-8
FRAME F
H
6" MAX
6" MAX f-- C 3 3/4" MAX TYP�
18 3/4" MAX 6 3/4" MAX TYP
SERIES 9050 TERRACE OUT SWING DOUBLE DOOR
EXTERIOR VIEW WITH ADA SILL
DESIGN PRESSURE RATING
IMPACT RATING
+30.01-70.OPSF
±70.OPSF
LARGEAND
SMALL
WHERE WATER
WHERE WATER
INFILTRATION
INFILTRATION
MISSILE
IS NEEDED
IS NOT NEEDED
IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
76"MAX FRAME WIDTH REVISIONS
REV DESCRIPTION DATE APPROVED
PANEL WIDTH 26' DLO I A I UPDATED PER MD COMMENTS 11/21/12 R.L.
A
� 6" MAX
—i-
I
\ 18°
MAX O.C.
f
108 1/4" / \
DLO / \
/16"
=L
IT
B /
6" MAX
--T
6" MAX 3 3/4" MAX TYP
18 3/4" MAX A j 6 3/4"MAX TYP
SERIES 9050 TERRACE OUT SWING DOUBLE DOOR
EXTERIOR VIEW WITH STANDARD SILL
DESIGN PRESSURE RATING
IMPACT RATING
±70PSF
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4, AND HVHZ
WOR NDO, DM Door 50A
0AMMDARIVE
RMD
2832
INCORPORATED M-407.01.8400
pmvcdascamplyinsv4ththo es+07.481nsos www.windoorinccom �A.
hide B Wd71g
to c SERIES 9050 TERRACE OUT SWING
1Af1 — 0 DOUBLE DOOR
I! oct n ELEVATIONS
DRAWN: DWG NO. REV Luis R. Lomas P.E.
A.P. OS-01637 A Florida No. 62514
SCALE NIS I DATE 06/21/12 1 SHEEf2 OF 11
e$ VERTICAL SECTION
STANDARD FRAME AND SILL
EXTERIOR
INTERIOR
eVERTICAL SECTION
3 STANDARD FRAME WI ADA SILL
REVISIONS
REV DESCRIPRON DATE I APPROVED
A UPDATED PER MD COMMENTS 11/21/12 1 R.L.
1 1 /4"
3/16" HS
.090" SGP BY DUPONT
3/16" TEMP 3/16" HS
ALUMINUM
SPACER EXTERIOR BYEM
/HELIMAYXTI/4" H X 0.15" T
7/8" BITE
br, r,'
INTERIOR
9/16"
1 /4" HS
090" SGP BY DUPONT
1/4" HS
EXTERIOR
7/8" BITE
_ INTERIOR
7500 AMSTERDAM DRIVE
W111D o or /y
ORLANDQ,FL32832
INCORPORATED F^=am1.0505 o
Approved nswm t , ems: aoTae�.osos mww.windoorinc.wm
P Ym$w3tlt toe
oridaBoil
Date
' o SERIES 9050 TERRACE OUT SWING
NCAN — �Fy DOUBLE DOOR
Mi U eProdoctCo of j CROSS SECTIONS GLAZING DETAILS AND B.O.M.
DRAWN: DWG NO. REV Luis R. Lomas 'P.:E.
A.P. 08-01637 A Florida No. 62514
s. NTS JOATI 06/21/12 IsHEET3 OF 11
INTERIOR
EXTERIOR
e4 HORIZONTAL SECTION
REVISIONS
DESCRIPTION DATE APPROVED
UPDATED PER MD COMMENTS 11/21/12 R.L.
7500 AMSTERDAM DRIVE
WinD o or ORLANDO, FL 32832
with the
INCORPORATED re0<181.0 aoo
Paa40.4111A aw�v windoodncwm
Z1J1W-',l
SERIES 9050 TERRACE OUT SWING
O/ aj
.0
r 7
DOUBLE DOOR
CROSS SCTIONS GLAZING DETAILS AND B.O.M.
tj11/?//3
®�
LU15 R. Lomas P.E.
Florida No. 62514
DRAWN:
A.P.
DWG NO.
08-01637
I REV
A
SCALE NT$ DATE 06/21/12 SHEET4 OF 11
PARTS LIST
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
905A32
FRAME HEAD & SILL
KEYMARK
6063-T6
905A21
FRAME JAMB
KEYMARK
6063-T6
S46079
ADA SILL W/ URETHANE BREAK
KEYMARK
6063-T6
905AO3
HINGE STILE ACTIVE PANEL
KEYMARK
6063-T6
905A18
STILE INACTIVE PANEL
KEYMARK
6063-T6
905A17
STILE ACTIVE PANEL
KEYMMK
6063-T6
905AO5
TOP & BOTTOM RAIL PANEL
KEYMARK
6063-T6
546085
JAMB & HEAD COVER PLATE
KEYMARK
6063-T6
546086
SILL COVER PLATE
KEYMARK
6063-T6
506862
STILE REINFORCEMENT - LARGE
KEYMARK
6063-T6
506803
STILE REINFORCEMENT - SMALL
KEYMARK
6063-T6
905AO9
ADA PANEL BOTTOM RAIL
KEYMARK
6063-T6
546080
EURO FRAME GROOVE COVER
KEYMARK
6063-T6
546082
GLAZING BEAD 437 - 562
KEYMARK
6063-T6
S46084
I GLAZING BEAD 1.250
1 KEYMARK
6063-T6
00599
HINGE COVERS
GIESSE
00591
HINGE PRELOAD PLATE
GIESSE
BOTTOM EXTENSION
HOPPE
MIDDLE EXTENSION
HOPPE
TOP EXTENSION
HOPPE
MORTISE FLUSHBOLT
HOPPE
HANDLE & TRIM SET
HOPPE
LOCK CYLINDER & THUMB TURN
HOPPE
p7012Ol3eSWH
HOOK LATCH STRIKE PLATE
HOPPE
p7012011eWLD
LATCH & DEAD BOLT STRIKE PLATES
HOPPE
P701XXX-SBR
SHOOT BOLT REINFORCING PLATES
HOPPE
p10311-SPACER
SHOOT BOLT REINFORCING SHIM
HOPPE
1900908
10 MM STANDARD ROD GUIDES
HOPPE
8787443
30 MM FLUSH BOLT ROD LOCK
HOPPE
10 MM FLUSH BOLT ROD
HOPPE
10 MM FLUSH BOLT ROD
HOPPE
p7012O1OeWSB
SHOOT BOLT STRIKE
HOPPE
WA2L
WEEP HOLE COVER
ENGINEERING
905-VX-25
JAMB ANCHOR COVER
MOR-X PLASTICS
PVC
1445
SNUBBER DRIVE
ADVANTAGE MFG.
TP1046
#7 GLAZING VINYL
TEAM PLASTICS
85 DUROMETER
905VP-21
RAMP BLOCK
90003-1
WEATHERSTRIP
LAUREN MFG.
75 DUROMETER
4-2709
WEATHERSTRIP
LAUREN MFG.
75 DUROMETER
REVISIONS
DESCRIPTION DATE I APPROVED
UPDATED PER MD COMMENTS 11/21/12 1 R.L.
PARTS LIST
NO.
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
43
4-3911
WEATHERSTRIP
LAUREN MFG.
75 DUROMETER
44
4-3912
WEATHERSTRIP
LAUREN MFG.
75 DUROMETER
45
4-3913
EPDM SEAL
LAUREN MFG.
75 DUROMETER
46
4-3826
SPONGE EPDM WITH PSA TAPE
LAUREN MFG.
75 DUROMETER
47
52105
STRIP PLUG
LAUREN MFG.
75 DUROMETER
48
54576
SPONGE EPDM SEAL
LAUREN MFG.
75 DUROMETER
49
53993
STRUT COVER
LAUREN MFG.
75 DUROMETER
50
8303
WEATHERSTRIP
TRELLEBORG
75 DUROMETER
51
TP-446
FILLER
TEAM PLASTICS
92 DUROMETER
53
TP-1126
FILLER
TEAM PLASTICS
90 DUROMETER
-54-
131014
-#8-X-1`PH-SQ-DRIVE SCREN-
55
131008
#10 X 3/4" PHILL FH TEK SCREW
56
#10 X 3/4" PHILL FH TAPCON
58
131005
#10 X 1 1/4" PH SQ. DRIVE SCREN
59
131001
#10 X 2 1/2- PHILLIPS FH TEK
60
#14 X 3" PH
61
#14 X 3" FH
64
FG0015011
GLASS SHIM 1/4°X3/4"X3/4° TO 1"
NEOPRENE 80D
65
SIKA 552
SILICONE CAULK
66
URETHANE SEALANT
ITEMS 37, 38, 52, 57, 62, 63, ARE NOT USED.
WinDoor 7500 AMSTERDAM DRIVE
ORLANDO, FL 32832
INCORPORATED vnoK:4m.<evsam
�5 cwnpLyin8 wi1hft Ps407.481.0505 �.Windoorinc.com l ! ✓
Pul
SERIES 9050 TERRACE OUT SWING/ DOUBLE DOOR p 17`a
CROSS SECTIONS GLAZING DETAILS AND B.O.M.iRAWN: DWG NO. REVLuis R. Lomas
.P. 08-01637 A Florida No. s2 P.E..E
— -_ SCALE NTS DATE 06/21/12 SHEEP5 OF 11 .62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
SEALANT
EXTE
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
A VERTICAL CROSS SECTION
s WOOD FRAMING OR 2X BUCK INSTALLATION
STANDARD FRAME AND SILL
1" MIN.
E DISTANCE
1
L" MIN.
DMENT
IIM SPACE
14 WOOD
SCREW
1 3/4" MIN.
EMBEDMENT
I
1" MIN.
EDGE DISTANCE
2 1/6"
MIN.
SPACING
#14 WOOD
SCREW
WOOD—FRA191- G
EXTERIOR
OR 2X BUCK
INTERIOR BY OTHERS
#10 WOOD
#14 WOOD
SCREW
SCREW
APPROVED
SEALANT
1 /4" MAX.
o
SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 3/4" MIN.
EMBEDMENT
I WOOD
2EW
C VERTICAL CROSS SECTION
/4' MAX
/4
WOOD FRAMING OR 2X BUCK INSTALLATION
C
SPACE
ilMMIN.
STANDARD FRAME WITH ADASILL
VENT
REVISIONS
REV DESCRIPTION DATE APPROVED
A UPDATED PER MD COMMENTS 11/21/12 R.L.
1 /4" MAX.
ISHIM SPACE
INTERIOR
W) EXTERIOR
APPROVED
SEALANT
eEJAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTE:
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY.
73DO AAM D11IVE
WinD
n
o or ORLANDODO, FFL 32632
//
with the
INCORPORATED F-4W49IA505—w.windoorinc.wm
o
4I
Y vz
SERIES 9050 TERRACE OUT SWING
ut
DOUBLE DOOR
INSTALLATION DETAILS
DRAWN:
DWG NO.
REV
A.P.
08-01637
A
LULS R. Lomas .E
P.E.
Florida No.
�
sE NTS DATE 06/21/12 SHEET6 OF 11
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXi
APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
eA VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
STANDARD FRAME AND SILL
1/4" MAX.
SHIM SPACE
EXTERIOR
#14 SMS OR IZ
SELF DRILLING SCREWS
2 1/B°
MIN.
SPACING
I
METAL
STRUCTURE
BY OTHERS
INTERIOR
#10 SELF I #14 SMS OR
DRILLING ILJt7lJJ SELF DRILLING
SCREW SCREW
APPROVED
SMS ORIN SEALANT
F DRILLING D 1/4" MAX.
IEW ` SHIM SPACE
STRUCTETAL
URE
1/4" MAX. BY OTHERS
SHIM SPACE VERTICAL CROSS SECTION
eC METAL STRUCTURE INSTALLATION
STANDARD FRAME WITH ADA SILL
REVISIONS
REV DESCRIPTION DATE APPROVED
A UPDATED PER MD COMMENTS 11/21/12 1 R.L.
1 /4" MAX.
I SHIM SPACE
INTERIOR
EXTERIOR
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
7 METAL STRUCTURE INSTALLATION
7500 AMSTERDAM DRIVE
WinDoor ORLANDO,FI32832 INCORPORAT///////1�/(/�
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Mi Ym Cona INSTALLATION DETAILS
NOTE: B DRAWN: DWG N0, REV
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NO A.P. 08-01637 A Luis R. Lomas 'P,E.
SHOWN FOR CLARITY. Florida No. 62514
__ _ ISCALE NTS 10ATE 06/21/12 ISHEET7 OF 11
1/4"
2 1/8" MIN.
2 1/2" MIN.
TAPCON
SPACING
EDGE DISTANCE
CONCRETE/ n
°
MASONRY
e
a
BY
BY OTHERS
d'
1 3/4" MIN.
a
a EMBEDMENT
OPTIONAL
1
1X BUCK
TO BE
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SECURED
SEE NOTE 3
SHEET 1
1/4" MAX.
APPROVED
SHIM SPACE
SEALANT —
APPROVED
SEALANT
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1
CONCRETE/
MASONRY
BY OTHERS
1/4" TAPCON
#10 WOOD
SCREW
INTERIOR APPROVED
SEALANT
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1
CONCRETE/
1/4" TAPCON MASONRY
_ BY OTHERS
r - I 1/4" MAX.
u � SHIM SPACE
d . 1 3/4" MIN.
°d EMBEDMENT
8'
a
2 1/2" MIN.
e8VERTICAL CROSS SECTION EDGE DISTANCE
CONCRETEMASONRY INSTALLATION
STANDARD FRAME AND SILL
REVISIONS
REV DESCRIPTION DATE APPROVED
A UPDATED PER MD COMMENTS 11/21/12 1 R.L.
1 3/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
�{
1/4" MAX.
TO BE PROPERLY
I SHIM SPACE
SECURED
SEE NOTE 3 SHEET 1
0
2 1 /8"
MIN.
SPACING
MIN.
EDGE
1/4" TAPCON
INTERIOR
DISTANCE
1/4" ° EXTERIOR
TAPCON
1/4" MAX. APPROVED
SHIM SPACE SEALANT
JAMB INSTALLATION DETAIL
8 CONCRETE/MASONRY INSTALLATION
a ° c
1 3/4" MIN.
d " EMBEDMENT NOTE.,
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
" a: .. �' ; ° _ SHOWN FOR CLARITY.
e a
2 1/2" MIN.
EDGE DISTANCE
C VERTICAL CROSS SECTION
8 CONCRETEMASONRYINSTALLATION
STANDARD FRAME WITH ADA SILL
7500 AMSTERDAM DRIVE
WinD o o
ORLANDO, FL
ying with theINCOR
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INSTALLATION DETAILS
Luis R. Lomas I',.E.
DRAWN:
A.P.
DWO N0.
08-01637
REV
A
Florida No. 62514
SCA_ NTS I DATE 06/21/12 1 SHEET OF 11
4 1/2"
4 1/2"
2 15/16"
1 111/� �LS2Ij� �16 L
OFRAME HEAD & SILL
ALUMINUM 6063-T6.050" THICK
2 3/4"
4 1/16"
O HINGE STILE
4 ACTIVE PANEL
ALUMINUM 6063-T6.090" THICK
2 3/4"
1 7/16"
1 3/16"
i
ADA BOTrOM RAIL
12 ADAPTER
ALUMINUM 6063-T6.080" THICK
1 1 /4" 1 —�
3/18. "
STRUT COVER
49 80 DUROMETER EPDM.201"THICK
OFRAME JAMB
ALUMINUM 6063-T6.090" THICK
3 3/8"
1
2 3/4"
4 1/2"
---»�
1/2'
-� ADA SILL
OALUMINUM 6063-T6.090" THICK
2 7/16"
4"
3 1L HHi 3/16" 5 7/8,. 4 11/8"
4" LJAI
Lp I-- L�
LOCK STILE
ACTIVE PANEL
LOCK STILE 6 O TOP &BOTTOM RAIL
OINACTIVE PANEL ALUMINUM 6063-T6.090" THICK ALUMINUM 6063-T6.090" THICK
ALUMINUM 6063-T6.090" THICK 1 1/4"
1 1/2- 3/4" 3/4" ", / 16"
7-1 '�—V3
1 t /4 7 1 1 /4 r 35 JAMB ANCHOR COVER
1_ -I— PVC .050"THICK
t 4 GLAZING BEAD 15 GLAZING BEAD
ALUMINUM 6063-T6.050"THICK ALUMINUM 6063-76.050' THICK
1 /4" +�
HERMALSTRUT
5 6 7 NYLON POLYAMIDE.070'THICK
TENSILE STRENGTH 10,390 PSI
2 3/4"
-FFr
4 1/16"
REVISIONS
REV DESCRIPTION DATE APPROVED
A UPDATED PER MD COMMENTS 11/21/12 1 R.L.
—{ 1 5/
3 1 /2" -{
O HEAD & JAMB
COVER PLATE 1 REINFORCEMENT LARGE
ALUMINUM6063-T6.070"THICK ALUMINUM6005-T61.210"THICK
�{ 1 5/
1 1/16"
(�- T 5/8"
O SILL REINFORCEMENT SMALL
COVERPLATE 11 ALUMINUM6005-T61.250"THICK
ALUMINUM 6063-T6.090" THICK
7500 AMSTERDAM DRIVE
WinD0 or ORLANDO, FL 32832
INCORPORATED Ph"uc 40].1B1.e100
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DRAWN. OWG NO. RE1
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SCALE NTS I DATE 06/21/12 1 SHEET OF 11
Luis R. Lomas P.E.
Florida No. 62514
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SEE DETAIL D
SHEET 11
SEE DETAIL E
SHEET 11
HARDWARE LOCATION
FOR STANDARD FRAME AND SILL
MIDDLE HINGE NOTES:
1. LOCATE HINGE AT MIDPOINT OF FRAME HEIGHT.
2. LOCATE SNUBBER DRIVE AT 10" MAX ON EACH
SIDE OF MIDDLE HINGE.
M
REVISIONS
DESCRIPTION DATE APPROVED
UPDATED PER MD COMMENTS 11/21/12 R.L.
1 3/16"
7/16"
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SHEET 11
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DRAWN: DWG NO. REV
A.P. 08-01637 A
Luis R. Lomas P.E.
Florida No. 6251 A
s"" NTS I DATE 06/21 /12 1 SHEE71 O OF 11
DETAIL D
STANDARD HEAD BOLT INSTALLATION
DETAIL E
STANDARD SILL BOLT INSTALLATION
REVISIONS
REV DESCRIPTION GATE APPROVED.
A UPDATED PER MD COMMENTS 11/21/12 1 R.L.
DETAIL F
ADA SILL BOLT INSTALLATION
7500 AMSTERDAM DRIVE
WinDoor ORLANDO, FL 32832
INCORPORATED K... mn81.8400
PQ 407.481.0505-windoorinccom
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o� SERIES 9050 TERRACE OUT SWING
DOUBLE DOOR
:a ar�rO1 HARDWARE LOCATIONS
1
DRAWN: OWG N0. RE
A.P. 08-01637 A
scALE NTS DATE 06/21/12 1 SHEIT11 OF 11
Luis :R. Lomas P:E.
Floriiia No. 62514
0DID
COUNTY � .,. . ` � S1 �iis•+,�-�1
DEPARTMENT OF REGULATORY AND E(
BOARD AND CODE ADMINISTRATION DI
NOTICE OF ACCEPTANCE
WinDoor, Incorporated
7500 Amsterdam drive
Orlando, Florida, 32832
SCOPE:
This NOA is being issued under the applicab
documentation submitted has been reviewed
be used in Miami Dade County and other are
This. NOA shall not be valid after the expira�
(In Miami Dade County) and/or the AHJ (in �
or material tested for quality assurance purpo
manufacturer will incur the expense of such i
of such product or material within their jur
determined by Miami -Dade County Product t
of the applicable building code.
This product is approved as described herein,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "8100" Aluminum
APPROVAL DOCUMENT: Drawing No. (
of 24 (inclusive 12A), prepared by manufactu
Luis R. Lomas, P.E., bearing the Miami -Dade
number and approval date by the Miami -Dad(
MISSILE IMPACT RATING: Large and
Limitations:
1. See Design Pressure (DP) Vs Sill riser ar
schedule in sheet 12A.
2. See Fixed panel attachment to frame jam
item #57 at intermediate butt stile interlo
3. Frame area of alternate size unit shall no
RESOURCES (RER)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
. Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/economy
rules and regulations governing the use of construction materials. The
.d accepted by Miami -Dade County PERA -Product Control Section to
where allowed by the Authority Having Jurisdiction (AHJ).
:)n date stated below. The Miami -Dade County Product Control Section
-as other than Miami Dade County) reserve the right to have this product
.s. If this product or material fails to perform in the accepted manner, the
sting and the AHJ may immediately revoke, modify, or suspend the use
:diction. PERA reserves the right to revoke this acceptance, if it is
)ntrol Section that this product or material fails to meet the requirements
has been designed to comply with the Florida Building Code,
SIiding GIass Door w/ Reinforcements-L.M. Impact
8-02259 Rev B, titled "8100 SGD Reinforced-LMI", sheets 1 through 24
er, dated 12/11/13 and last revised on 09/28/2015, signed and sealed by
County Product Control Approval stamp with the Notice of Acceptance
County Product Control Section.
Missile Impact Resistant
substrate type in sheets 2 thru 4 and alternate sizes and anchors
s or intermediate panel in sheets 10 & 11. Z-clip at frame jambs and
k and head cover item #67 and sill cover item 068 are required.
exceed the tested frame area=363 ftZ, nor the tested panel height or area.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA sliall 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 NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
0_@NR7444107.14
MIAMI•DADE COUNTY Expiration Date: October 08, 2020
/ Approval Date: October 08, 2015
Page 1
WinDoor, Incorporated
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No. 08-02259 Rev, titled "8100 SGD Reinforced-LMI", sheets I through 24 of 24 (12A
inclusive), prepared by man facturer, dated 12/11/13 and last revised on 09/28/2015, signed and
sealed by Luis R. Lomas, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uni orm Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum SIiding Glass,
prepared by National Certified Testing Laboratories Inc., Test Report No. NETL-210-3889-1,
dated 11/15/13 and revised on 06/18/14, signed & sealed by Gerald J, Ferrara, P.E.
(Note: This test report has been revised by addendum letters June 04, 2014, issued by National
Certified Testing Laboratories Inc., signed & sealed by Gerald J, Ferrara, P.E.)
C. CALCULATIONS
1. Anchor verification and stt�uctural analysis dated 12/30/13, 09/11/14, 01/12/15 and last
revised on 06/24/15, prepared, signed and sealed by Luis R. Lomas, P.E.
2. Glazing complies with ASTME-1300-02, 04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for
their "DuPont ButaciteOO PVB Interlayer", expiring on 12/11/2016.
2. Notice of Acceptance No. I12-1231.10 issued to Eastman Chemical Company (MA)
(fortner Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on
05/21/16.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5t' Edition) and "No financial interest,
dated April 01, 2014, prepafired, signed and sealed by Luis R. Lomas, PA P.E.
2. Lab compliance statement,'as part of above referenced test report.
G. OTHER
1. Test Proposal 13-0007, dated March 12, 2013, approved by RER.
t al- i . Q�.,r...,_
shag 1. Chanda, P.E.
Product Control Examiner
NOA No. 14-0107.14
Expiration Date: October 08, 2020
Approval Date: October 08, 2015
E -1
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. 1X OR 2X WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK PROPERLY SECURED OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" DOOR UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL, AS SHOWN IN THIS
DRAWING.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE AS SPECIFIED IN
THIS DRAWING. DOOR UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD
BUCK.
6. WHERE 1X BUCK IS NOf USED-DISSIMILAR-MATERIAts MUST BE SEPARATED -WITH -APPROVES
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD,
7. BUCKS SHALL EXTEND BEYOND WALL INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. 1/4" MAX SHIM USED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM
WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE
1/4".
9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS,
LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T6.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 5 FOR GLASS OPTION AND
DETAIL.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14.FOR ANCHORING INTO WOOD FRAMING OR SECURED 2X BUCK USE 1/4" CUT THREAD
GRADE 5 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
TABLE OF CONTENTS
DESCRIPTION
STIONS.
AND GLAZING DETAILS
W
SECTIONSORING
LAYOUTS AND CHARTS
ALLATION DETAILS
23 - 24
COMPONENTS
REVISIONS
DESCRIPTION DALE APPROVED
REVISED PER MD COMMENTS 03/O6/14 R.L.
REVISED PER MD COMMENTS OS/13/14 R.L.
15,FOR ANCHORING INTO MASONRY/CONCRETE OR THRU PROPERLY SECURED 1X BUCK USE
1/4" CRETE-FLEX SS4 BY ELCO WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM
EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING INTO METAL STRUCTURE USE #14 GRADE 5 SMS OR SELF DRILLING
SCREWS WITH
SUFFICIENT
3 THREADS
INTERINTERIORWE
ALL. LOCH A14CHORS A3 ACHIEVE MINIMUM
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
18. 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 BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MIN. COMPRESS STRENGTH =
2000 PSI.
D. METAL STRUCTURE: STEEL 16GA, (Fy=33KSI Fu=52KSI OR ALUMINUM 6063-T5 Fu=30KSI,
j/_8" THICK MINIMUM. METAL STRUCTURE ADEQUACY TO BE REVIEWED BY BUILDING..
OFFICIAL.
SELECTION PROCEDURE:
1. DETERMINE JOB SITE REQUIRED DESIGN PRESSURE PER ASCE 7 AND GOVERNING CODE.
2. SELECT SGD CONFIGURATION USING SHEETS 2 THROUGH 4.
3. SELECT DESIGN PRESSURE (DP) RATING BASED ON INSTALLATION SUBSTRATE AT HEAD, SILL
OR JAMB.
4. SELECT APPLICABLE SILL RISER TO MEET REQUIRED DP.
5. LOWEST DP FROM SUBSTRATE CONDITION SHALL APPLY TO ENTIRE ASSEMBLY.
PANEL HEIGHT AND DLO FORMULA:
1. D.L.O. WIDTH - PANEL WIDTH - 9"
2. D.L.O HEIGHT- PANEL HEIGHT- 9.5"
3. PANEL HEIGHT = FRAME HEIGHT- 2"
Appros•ed W complying wish tha
Florida Building Cork
Dolc Ot�r PSi�2el S
NOAM 14. 1e71•14
Miami bade Product Control
7500 AMSTP.RDAM DRIVE
Wi11D001: ORLANDO, FL 32832
INCORPORATED p1ioiv447.l'�°0
p...48.as105os mvw.windoorinucom
SERIES 8100 SLIDING GLASS DOOR REINFORCED
LARGE MISSILE IMPACT - HVHZ
NOTES
".w.i. DWG NO. RI
V.L. 08-02259
SCALE NTS °ATE 12 11/13 sNEEr1 OF 24
SIGNED:09/28/2015
\\\II111111//
`\\�J\g R. L d y/��i
" *afAlf�l("GohW�*
SINGLE PANEL WIDTH REVISIONS
INTERIOR REVDESCRIPTION
POCKET A REVISED PER MD COMMENTS
UNDER
SEPARATE B REVISED PER MD COMMENTS
APPROVAL
EXTERIOR
SINGLE PANEL WIDTH
MAX 356 13/16" OVERALL FRAME WIDTH
52 1/4" 61 1/4"
MAX D.L.O. Q MAX PANEL
WIDTH B WIDTH I 6
M
PANEL REINFi REINF. REINF. I REINF C
HEIGHT O — —
144"
FRAMEMAX L
1321/2" UNDER
MAX SEPARATE
D.L.O. APPROVAL
HEIGHT �� / TO BE
REVIEW
I I I BUILD NEG BY
OFFICIAL
DATE APPROVED
03/06/14 R.L.
08/13/14 R.L.
A B
6 6
ADpto,,d M complying with tW
ca°lode CZ
-
SERIES WOO SLIDING GLASS DOOR DOUBLE REINFORCED 2 TRACK (XXXXXXP)
NOAN�`l` -
Miami Pods 14oduc�1Cotdm`l
EXTERIOR VIEW
UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS WITH OR WITHOUT POCKETS, AAEAPPROVED
By
AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM TESTED PANEL SIZE (H X W) AND USES VERTICAL
CONDITIONS AS SHOWNAND NOT TO EXCEED FRAME AREA: 356 13/i6° FRAME WIDTH BY 144" FRAME HEIGHT.
FOR UNITS INSTALLED INTO MASONRY/CONCRETE OR FOR UNITS INSTALLED INTO MASONRY/CONCRETE FOR UNITS INSTALLED INTO WOOD SUBSTRATE
METAL SUBSTRATE
FOR UNITS INSTALLED INTO WOOD SUBSTRATE
OR METAL SUBSTRATE
REINFORCED UNIT W/3" (#30) OR 3 1/2' (#31) SILL RISER REINFORCED UNIT W/2 1/4" #32 SILL RISER REINFORCED UNIT W/3' (✓130) OR 31/2" (g31) SILL RISER
REINFORCED UNIT W/2 1/4° (1132) SILL RISER
DESIGN PRESSURE RATING
IMPACT RATING
±70.OPSF
LARGEAND SMALL
MISSILE IMPACT
IGN PRESSURE RATING
IMPACT RATING
+50.0%70.OPSF
r
LARGEANDSMALL
MISSILE IMPACT
DESIGN PRESSURE RATING
IMPACT RATING
±60.OPSF
LARGE AND SMALL
MISSILE IMPACT
DESIGN PRESSURE RATING IMPACT RATING
+50.0%60.OPSF LARGEANDSMALL
MISSILE IMPACT
SIGNED: 09/28/2015
FOR ADDITIONAL SIZES
7500,WSTF.RDAMDRIVE
WinD o o r FL 32832
SEE SHEET 12A
ORLINDO,
P"°�"°,"'tg"°°
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INCORPORATED Fax CM.481A505 www,wiDdoodnccom
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SERIES 8100 SLIDING GLASS DOOR REINFORCED
LARGE MISSILE IMPACT - HVHZ
= dye rE a
2 TRACK ELEVATION
;:-A • $TAT OF , ipj;
���
[OPAWN:1
DWO NO.
08
REV
B
WEEP HOLE LOCATIONS:/
1 6" HOLES FROM EACH END AND 60" O.C.
lC
,JJ,sRONA11�?�\\\
s0022590F 24
� � TS DATE12/11 /13
THROUGH SILL LEG.6"
SINGLE PANEL WIDTH
68 67 INTERIOR
EXTERIOR
SINGLE PANEL WIDTH 67 68
MAX 362 7/8" OVERALL FRAME WIDTH
52 1 /4" /� '{ 61 1 /4"
D.L 0MAX. / D\ I M WIDTH AX EL i- E
142"
MAX F
PANEL
144" HEIGHT 10
MAX
--FRAME
HEIGHT 132 1/2"
MAX
D.L.O.
HEIGHT
REINIF.
II
REINF.
REINF.
REIIJF.
°
SERIES 8100 SLIDING GLASS DOOR DOUBLE REINFORCED 3 TRACK (OXXXXX)
EXTERIOR VIEW
UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS WITH OR WITHOUT POCKETS, ARE APPROVED
AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM TESTED PANEL SIZE (H X W) AND USES VERTICAL
CONDITIONS AS SHOWN AND NOT TO EXCEED FRAMEAREA: 362 7/8'FRAME WIDTH BY 144' FRAME HEIGHT.
FOR UNITS INSTALLED INTO MASONRY/CONCRETE OR FOR UNITS INSTALLED INTO MASONRY/CONCRETE
METAL SUBSTRATE FOR UNITS INSTALLED INTO WOOD SUBSTRATE
REINFORCED UNIT W/3" l#30) OR 3 f/2° () SILL RISER OR METAL SUBSTRATE REINFORCED UNIT W/3" (N30) OR 3 1/2' (#31) SILL RISER
#31 RFINF(1R/`F!7 /INIT W/91/21"/iL791 .S11I RIRFR
DESIGN PRESSURE RATING
IMPACT RATING
t70.OPSF
LARGEAND SMALL
MISSILE IMPACT
DESIGN PRESSURE RATING
IMPACT RATING
+50.0%70.OPSF
LARGE AND SMALL
MISSILE IMPACT
DESIGN PRESSURE RATING
IMPACT RATING
fSO.OPSF
LARGEANDSMALL
MISSILE IMPACT
FOR ADDITIONAL SIZES
SEE SHEET 12A
REVISIONS
REV I DESCRIPTION I DATE APPROVED
A REVISED PER MD COMMENTS 03/O6/14 R.L.
8 1 REVISED PER MD COMMENTS 08/13/14 1 R.L
Appmvcd = mmplyinS with the
Florida Bwldine Coda
notNOAo\O .1/-j
M Dade Pmdutt CO-1101
By
FOR UNITS INSTALLED INTO WOOD SUBSTRATE
REINFORCED UNIT W12 1/4" (#32) SILL RISER
DESIGNPRESSURERATING IMPACT RATING
+50.0%60.OPSF LARGEANDSMALL
MISSILE IMPACT
SIGNED: 09/28/2015
W]11D o or 7"' AMS'TERDAM DRIVE
ORLANDO, FL 32832
INCORPORATED P=4-7'�W1A400
Par 401ABID50.5 www.windooxinc.com
SERIES 8100 SLIDING GLASS DOOR REINFORCED
LARGE MISSILE IMPACT - HVHZ
3 TRACK ELEVATION
V.L. I 08-02259
SCALE NTS IDATE 12/11/13 1 SHEO3 OF 24
51 13/16"
MAX
D.L.O.
142" /
MAX J
PANEL
144" HEIGHT 11
MAX °
FRAME
HEIGHT 132 1/2"
MAX
D.L.O.
HEIGHT
i
MAX 356 13/16" OVERALL FRAME WIDTH
58 15/16"
MAX PANEL
H WIDTH G
8 8
I
— REINFI
REINF.
REINF.
REINF.
°
�Ij
I
X�
I
X �I
i II
ii I
i
t
IN,
POCKET
UNDER
SEPARATE
APPROVAL
TO
REVIEWEDBY
E D
BUILDING
OFFICIAL
SERIES. 8100 SLIDING GLASS DOOR DOUBLE REINFORCED 4 TRACK (OOXXXX)
EXTERIOR VIEW
UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS WITH OR WITHOUT POCKETS, ARE APPROVED
AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM TESTED PANEL SIZE (H X W) AND USES VERTICAL CONDITIONS AS SHOWN
AND NOT TO EXCEED FRAMEAREA: 35613/16" FRAME WIDTH BY 144" FRAME HEIGHT.
FOR UNITS INSTALLED INTO MASONRY/CONCRETE OR FOR UNITS INSTALLED INTO MASONRY/CONCRETE
METAL SUBSTRATE OR METAL SUBSTRATE
REINFORCED UNIT W13" (00) OR 3 1/2" (l131) SILL RISER ormrrnorcn r twr uu o 11— room en r .tern
DESIGN PRESSURE RATING
IMPACT RATING
±70.OPSF
LARGEANDSMALL
MISSILE IMPACT
DESIGN PRESSURE RATING
IMPACT RATING
+50.0%70.OPSF
LARGEANDSMALL
MISSILE IMPACT
FOR UNITS INSTALLED INTO WOOD SUBSTRATE FOR UNITS INSTALLED INTO WOOD SUBSTRATE
REINFORCED UNIT W/ 3" (N30) OR 3 112" (N31) SILL RISER REINFORCED UNIT W121/4" (k32) SILL RISER
DESIGN PRESSURE RATING
IMPACTRATING
±60.OPSF
LARGEAND SMALL
MISSILE IMPACT
DESIGN PRESSURE RATING
IMPACTRATING
+50.0%60.OPSF
LARGEANDSMALL
MISSILE IMPACT
FOR ADDITIONAL SIZES
SEE SHEET12A
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER MD COMMENTS 03/06/14 R.L
B REVISED PER MD COMMENTS 08/13/14 R.L.
ApPtoned m complyingwi* tha
.
plonda BuddinBC 14
Dote n \
Muni Dede Ptod Comm'
BY Is�ka�
SIGNED: 0912812015
DRM
WinD o or OORLANDO, FL328322
1P,
ve""eamc81A41D
t\���rj
"GE�(n
INCORPORATED Fu.07."IASOS + vw.wlndootin—m
` �/�•y\... Ull
SERIES 8100 SLIDING GLASS DOOR REINFORCED
k• D
LARGE MISSILE IMPACT — HVHZ
=.o�
4 TRACK ELEVATION
'A�•• TAT rOF
•�_�tuJ�
�i'�F• �[OR1�P' ��'��
��`
���iMZONA11
DRAWN:
owD No.
08
REV
B
V.L.
�
s022590F 24
NTS DATE 12/11/13
BILL OF
1 FSOZ068
2 FSO2067
LI
2TFRAMEJAMI
t-KAIVIttltAL
3 S44116
2TSILLPAN
4 544122
2TSILLINSERT
5
F502180 3T
FRAME HEAT
6
FS02181
3TFRAMEJAM
7
544123
3TSILLPAN
8
S44117
3TSILLINSERT
9
FS02071
4T FRAME HEA
10
FS02070
4TFRAMEJAN
11
S4411B
4TSILLPAN
12
S44124
4TSILLINSERT
13
FS01882
FRAMEHEADI
14
FS01883
FRAMEJAMBI
u
FHnlmg
TOP RAIL
19
24 F504754
25 FSO4755
26 FS02726
27 F504477
28 F502173
29 F504476
30 FH03653
31 FH03654
32 FH03655
33 FH05391
34 FH03569
35 IFHO3570
36 FH05045
37 FH03916
38 FH03569
39 F503656
142
0 TFHO1878
414
1 HO1877
43 P1046
44 1988-90(
BUTT S
ERJAN
I STILE I
I STILE I
JAMB I
(STRIP
(STRIP
C STRI P
.L RISEF
" SILL R
"SILLR
P_
REINFORCEMENT BAR FULL
REINFORCING BAR FI
INFORCING BAR FULL
HALE BUTT STILE REINF
:NTINTERLOCK REINF
2EINFORCING BAR FUI
HANDLESET
LIZONTAL GLASS STOP
TICAL GLASS STOP
,ZINGVINYL
ROLLER
NT MnRTISE LOCK & N
OFFSET
FULL
N UM 6063-T6
NUM 6063-T6
NUM6063-76
48
NPG
NUM 6063-T6
q9
LC5066-I
NUM 6063-T6 I50
W33351'
NUMGD63-T6 I51
W33221
NUM6063-T6
52
W13141
NUM 6063-T6
53
P7569AI
INUM6063-T6
54
131020
NUM6063-T6
55
131018
NUM6063-T6
56
131017
INUM6063-T6
57
INUM6063-T6
58
131011
INUM6063-TS
59
131008
INUM6063-16
60
131007
IINUM6063-T6
IINUM 6063-TS 1
61
62
131009
131004
JM 6063-T6 63
JM 6063-T6 64
JM 6063-T6 65
UM 6053-T6 66
UM 6063-T6 67
UM6063-T6 68
UM 6063-T6 69
UM 6063-T6
UM 6063-T6
UM 6063-T6
UM 6063-T6
UM 6063-T6
IUM 6063-T6
IUM 6063-T6
IUM 6063-T6
JUM 6061-T6
JUM 6061-T6
JUM 6005-TS
IUM 6005-T5
VUM 6061-T6
�EE
-T6IM 6063-T6
REVISIONS
DESCRIPTION
REVISED PER MD COMMENTS
REVISED PER MD COMMENTS
3ATESNAP IN
EAL 0,187" X 0.350"
EAL 0.187" X 0.240"
EAL 0.187" X 0.140"
TPAD 1.244"XO.500"X2.:
5/8" P H TYP E A 410 SS SCI
3/8" PHTYPE S SS 1B-8 SC
1/2" PH TEK SCREW
3/4" PH SELF DRILLING SC
2" FH TEK 410 SS SCREW
X 3/4" PH TEK SCREW
X 3/4" FH TYPE F SS 18-8 S
X 3/4" FH TEK 410 SS SCRE
X 11/4" TYPE F SS SCREW
X 21/2" FH SMS
DATE I APPROVED
03/O6/14 R.L.
OB/13/14 I R.L.
552 UKhIHANttALALvl -`--
00 HEAD COVER KEYMARK!ALL
MINUM6061-T6
!208 SILLCOVER KEYMARK
AWMINUM6061-T6
74 IJAMB COVER
9/16"
.090" SENTRYGLAS BY DUPONT
.RIpro%.cd as MmPlying with Lha
1/4" HS
FkuiJa Ro dg S
nat�
1 4" HS
/
INTERIOR
NOAV %4-615K WL -
Miami Da& Pmdud Comrul
EXTERIOR
43
By
42 OR 41
66
3/4" BFFE
41
66 GLA2!
64
G DETAIL
SIGNED: 0912812015
7500AMSTERDAMDRIVE
WinDoor FL 32832
\ \111111//
ORLANDO,
rno,�em.aelawo
\\\
• \\ J�9fS i
INCORPwORATED
r,.:amaeEams windoorint.com
i
SERIES 8100 SLIDING GLASS DOOR REINFORCED
1��•/� 0 61 :: �*
LARGE MISSILE IMPACT — HVHZ
Z.ps�Slf2`
B.O.M. & GLAZING DETAIL
TAT OF.
��•�ORI .
%Sj�iA1
IIIIII
DRAWN:
DWG NO.
08-02259
EV
RB
EEr5 OF 24scrENTS
1/1V.L.
DATE
/
2 TRACK FRAME FOR ILLUSTRATION PURPOSES ONLY
FOR INSTALLATION DETAILS REFER TO SHEETS 13 - 15
RISER NOTE I THIS PAGE
30 OR 32
eVERTICAL CROSS SECTION
6 2-TRACK FRAME
OPERABLE PANELS SHOWN
REVISIONS
llmmP110N
REVISED PER MD COMMENTS
REVISED PER MD COMMENTS
SEE NOTE 3
THIS PAGE
DATE APPROVED
03/O6/14 R.L.
OB/13/14 R.L.
L l NOTES:
1. UNITS MAYBE INSTALLED WITH 2 1/4" RISER, ITEM 32,
41 3 1/2" RISER, ITEM 31, OR 3" RISER, ITEM 30. SEE
U ER RATING-LIMITATIONS-IN-SHEETS-2-THROUGH-4—
INTERIOR 2. INSTALL SILL INSERTS ITEMS# 4, 7 & 12, USING
EXTERIOR
SCREW ITEM 55 3" FROM EACH CORNER AND 18"'MAX
A
aa O.C.
3. INSTALL ITEM 13 AT IN THE EXTERIOR RAIL POCKET
WHEN THE VERTICAL CONDITION IS INTERLOCK OR BUTT
F/� STYLE.
FT
f 1 tit SEE SILL RISER NOTE 1 THIS PAGE
e6VERTICAL CROSS SECTION
2-TRACK FRAME
OPERABLE PANELS SHOWN
;Jus mmPlYi^8 wish 4hc
FIo4iJu Building Cak
NOA„ ,� e,o-, .,�
Miami Dade P.Oc,t
9Y 1
J
SEE NOTE 2
..
THIS PAGE
SIGNED: 0912812016
ORLANDO7500 PPDL 2832 E
WinDoor 750
\1111I.I//�
INCORPORATED gli0"7.01.08100
Pm J01,4BI.Q505 �vvmvrindoo:inctom
1
\ V •�,\0 E Ni�s '�i
SERIES 8100 SLIDING GLASS DOOR REINFORCED
= * . 0AT6�1 � ���*
LARGE MISSILE IMPACT - HVHZ
2 TRACK VERTICAL CROSS SECTIONS
= ptiGifNT++u'�\
i�0 8 �O�F
i0"�.
DRAWN: DWG NO. REV
/�s. �OR1�P'�\\\\�'
V.L. 08-02259 B
////S�ONA
siEET6
�I��N
SCALE NTS DATE 12/11/13 OF 24
Eh
3 TRACK FRAME FOR ILLUSTRATION PURPOSES ONLY
FOR INSTALLATION DETAILS REFER TO SHEETS 16 - 18
NOTE 3
ET6
INTFGI(7R
e7 VERTICAL CROSS SECTION
3-TRACK FRAME
FIXED/OPERABLE PANELS SHOWN (SEE NOTES IN SHEET 10)
OTE1
48
SEE NOTE 3 U
SHEETIO SEENOTE3
16
SHEET6
64
i13
66 Q
FOR FIXED PANEL
ATTACHMENT TO FRAME
41
43
OR OTHER PANELS
INTERIOR SEE -HORIZONTAL
EXTERIOR
CROSS SECTIONS
SHEETS 10 AND 11
43
AND NOTES IN SHEET 10
41
66 64
SEE SILL RISER NOTE 1
44
SHEET6
18
SEE NOTE 3 I 31 R 3D R 32
SHEETIO
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER MD COMMENTS 03/06/14 R.L.
B REVISED PER MD COMMENTS 08/13/14 R.L.
)TE 3
.6
INTERIOR
DOTE 1
CROSS SECTION
eE VERTICAL CROSS SECTION
VERTICAL
7 3-TRACKFRAME
S
OPERABLE PANELS SHOWN
ABLE PANELS
FIXED PANEL SHOWN (SEE NOTES IN SHEET 10)
SIGNED: 09/28/2015
7500AA1STSRDAMDRIVL+
WinDoo� ORI.ANDO,FL32832
\
Approved w complying wish the
P, MIABt..
INCORPORATED F=10T.191AW3 wv ,wiodoorinc.com
\�\\.�S
. J . 'G E N
` V,'ti\' S�
Florida Boi din Code
Irate I. t`S
SERIES 8100 SLIDING GLASS DOOR REINFORCED
=1k•////��Dr861 _
���
NOAxt�F—o1o7•ty
Miami [>ade Prodod Coot I
LARGE MISSILE IMPACT — HVHZ
3 TRACK VERTICAL CROSS SECTIONS
—,p+ftlril
TAT OF tq`.
IIy 0.
//���R��P•�\\\��...
DRAWN:
DWG N0. REY
v.L.
08-02259 e
��i sI0NA4 ��\\�
////1111111\\\\\
SCALE NTS DATE 12/11/13 SHEET OF 24
SEE
SHE
4 TRACK FRAME FOR ILLUSTRATION PURPOSES ONLY
FOR INSTALLATION DETAILS REFER TO SHEETS 19 - 22
NOTE2
ET
e$VERTICAL CROSS SECTION
4-TRACK FRAME
OPERABLE PANEL SHOWN
SEE NOTE
SHEET 10
EXTERIOR
SEE NOTE 3
SHEET IO
l °J
SEE NOTE 3
SEE NOTE
SHEETS
SHEETS
64
66
FOR FIXED PANEL
ATTACHMENT TO FRAME
C
3
OR OTHER PANELS
SEE —HORIZONTAL
INTERIOR
CROSS SECTIONS
EXTERI
SHEETS 10 AND 11
AND NOTES IN SHEET 10
44
SEE SILL RISER NOTE 1
REVISIONS —
DESCRIPTION DATE JAP
IFl
REVISED PER MD COMMENTS 03/06/14 R.REVISED PER MD COMMENTS 08/13/14 R.I
Approved m camPlying w,R- IL -
Florida Railding Cod.
Datc
NOAu_ 1 0 • I
III ILA °" III SEENOTE 2 SHEE�6E2 E
III IIUU SHEET 6
eVERTICAL CROSS SECTION e VERTICAL CROSS SECTION
$ 4 TRACK FRAME $ 4 TRACK FRAME
OPERABLE PANEL SHOWN (SEE NOTES IN SHEET 10) FIXED PANEL SHOWN (SEE NOTES IN SHEET 10)
SIGNED: 0912812015
WiriDoor 7500 ORLANDO�PL328RDAM9,2�
\\`\\ 1VE R IICi0��i/
.. /
1NCORPORATLD V.400�1A50S www.windootinc.com
\VJ'0
0
SERIES 8100 SLIDING GLASS DOOR REINFORCED
LARGE MISSILE IMPACT - HVHZ
-{! (�(�r
4 TRACK VERTICAL CROSS SECTIONS
, TAT OF
.,,. C
///�ss �ORI�P;G'`�\�\
DWG NO.
REV
DRAWN:
08 02259
s
DATE SHEET8 OF 24
SCALE NTS 12/11/13
w
LOCK STILE
F-9
I 25
I
51
C
__a
EXTERIOR
BUTT STYLE INTERLOCK
INTERLOCK ' INTERLOCK
MHORIZONTAL CROSS SECTION
9 2.TRACKW/EXTERIOR POCKET STRIP MOUNTXXXXXXP
EXTERIOR POCKET STRIP
FOR ILLUSTRATION PURPOSES ONLY
FOR INSTALLATION DETAILS REFER TO SHEETS 13 - 22
REVISIONS
REV DESCRIPTION A REVISED PER MD COMMENTEEWWJ
B REVISED PER MD COMMENTS 08/13/14 R.L.
I
FEMALE EXTERIOR OFFSET MALL tX rtnl U1Urrac.— —
POCKET .,Proved av com,IY[na with the
UNDER Florida Briddin Code
SEPARATE
APPROVAL ML mi Dade Pcodntt CaNm1
SEE SHEET 22
FOR SUBSTRATE
INFORMATION
SIGNED: 0912812015
VE
WinDoor ORLANDO FFLL3 83�
INCORPORATED u.:.w1e'os wwm vindoodnc.com
= �,'�\G�MS�', llt�'i�
SERIES 8100 SLIDING GLASS DOOR REINFORCED
A
=>+t• 0y�OF
LARGE MISSILE IMPACT -. HVHZ
2 TRACK HORIZONTAL CROSS SECTIONS
=.plvl(a�
��o STAeuz
j�e0F4fct0RID'"-gA��
V.L.
DWG NO.
08-02259
aLv
B
����s/ONA1.��\�`�
��Ijllllllll��\\
SHEETS
SCALE NTS DATE 12/11/13 OF 24
I
INTERI
QF HORIZONTAL CROSS SECTION
jQ 3-TRACKOXXXXX
®C IIr
.i � � 1.•LU�i�JIll S�
FOR ILLUSTRATION PURPOSES ONLY
FOR INSTALLATION DETAILS REFER TO SHEETS 16 - 18
B9
RIOR
67 68
REVISIONS
DESCRIPTION DAIE APPROVED
REVISED PER MD COMMENTS 03/06/14 R.L.
REVISED PER MD COMMENTS OB/16114 R.L.
FIXED PANEL ATTACHMENT NOTES:
1. TO ATTACH AN INTERMEDIATE FIXED PANEL TO
ANOTHER PANEL USE ITEM #57 AND LOCATE 6" FROM
TOP AND BOTTOM AND AT 1/3 POINTS OF STILE (44"
MAX. O.C.).
2. TO ATTACH A FIXED PANEL TO FRAME JAMB USE ITEM
#33 AND ITEM #57. LOCATE Z—CLIP (ITEM#33) 6"
FROM TOP AND BOTTOM AND AT MIDDLE OF PANEL.
SEE DETAIL IN SHEET 11.
3 ATTACHTo FIXED PANEL DPANEL S )
ITEM #57AND LOC TE12" FROMHEADANDSILL
AND 18 1/2" O.C.
4. HEAD ITEM #67 AND SILL COVER ITEM #68 SHOWN
AS REFERENCE ONLY. COVER TO BE INSTALLED AS
NEEDED AND AS REQUIRED AT FINAL INSTALLATION TO
SECURE FIXED PANELS.
INTERLOCK EXTERIOR
INTERLOCK
BUTT STILE
SIGNED: 0912812015
7500AMSI'ERDAMDRIVIi
��
\\�)\S 5� I-ILIp/'/�,/
.N,.?�,9
ORLANDO,FL32832
J\�,C �
TED wiaepi.eoso mvw.windoorinacom
`\N
= V•'y\ S�.',� ;
SLIDING GLASS DOOR REINFORCED
_� *• . 0y� 61
E MISSILE IMPACT — HVHZ
HORIZONTAL CROSS SECTIONS
R14TS-
—�' 1 TAT6 OF w,
i%3 • S E 0
���•��ORIDP •.,�\;\
/��S70N
V'TE
DWG N0.
08-02259
REV
B
1E
12/11 113 SHEETIO OF 24
SEE Z—CLIP DETAIL
THIS SHEET (MIN. 3 REQUIRED)
AND NOTES SHEET 10
INTERIOR
FIXED PANEL
ATFRAMEJAMB
. / SEE NOT' 3 "' ' 9 U EXTERIOR
L°'J.°9' SNEET �0 SEE NOTES SHEET 10 INTERLOCK
BUTT STILE INTERLOCK
INTERIOR
1
INTERMEDIATE FIXED PANEL
40 40
I So
L
388 g4 38 0 q D 59 84 56
�
I__I
INTERLOCK
FEMALEOFFSET MALEOFFSET
BUTTSTILE BUTTSTILE
HORIZONTAL CROSS SECTION
11 4-TRACK W/ INTERIOR MOUNTED POCKET STRIP OOXXXXP
FOR ILLUSTRATION PURPOSES ONLY
FOR INSTALLATION DETAILS REFER TO SHEETS 19 - 22
REVISIONS
DESCRIPTION DATE APPROVED
E
REVISED PER MD COMMENTS 03/06/14 R.L.
REVISED PER MD COMMENTS 08/13/14 R.L.
Appmsed as complying with th, v
43 FF1.1daBWodi- FRAME
JAMB
NOAN /4-o O ,•/t/ \
Mimai Dade product Comrol \
FIXED PANEL
STILE
I Z CLIP ATTACHMENT DETAIL
(3) CLIPS USED
l LOCATE CLIPS 6"FROM
28 27 TOP AND BOTTOM AND AT
3
MIDDLE OF PANEL
SEE SHEET 22
5 � FOR SUBSTRATE
36 38 fib 64 42 43 24 48 POCKET
28 UNDER
51 SEPARATE S
APPROVAL C
64 66 18 L
46 INTERIOR MOUNTED
POCKET STRIP
I 25
66 38 53 61 19
36 j
INTERLOCK EXTERIOR I
f
I
SIGNED: 0912812015
DRIVE`\`\�J
ZXIinDoo oR o,�ADR
51G IILl/D/
INCE7R ORATED p mai"d00ENS'•
P•-aDssal.asos wm
9 �f
SERIES 8100 SLIDING GLASS DOED
*' 0J'6•LARGE
MISSILE IMPACT —�a4
TRACK HORIZONTAL CROS�q0
TAT OF tV�DRAWN:
REV
V.L
DWG NO.
08-02B
S'SD�A1,SCALE
NTS DATE 12/11/13 SHE
REVISIONS
DESCRIPTION DATE APPROVED
REVISED PER MD COMMENTS 03/06/14 R.L.
REVISED PER MD COMMENTS 08/13/14 R.L.
357 1/16" MAX FRAME WIDTH (POCKET)
362 7/8" MAX FRAME WIDTH (NON —POCKET)
HEAD 8" MAX TYP INTERLOCK
INTERMEDIATE 4" MAX TYP 18„ 24" MAX CLUSTER O.C." MAX
6" MAX STILE MAX • T.P
CLUSTER
6 MAX
— 22„
MAX O.C.
144"
MAX
FRAME
HEIGHT
X'
X
3 AND
SEE STRIP
HOOK RIP
ANCHORING
DETAIL SHEET 12A
-
POCKET
X
X
X
X
UNDER
SEPARATE
APPROVAL
I
Flo dacd co& with l.:
N_All L _ o .ly
TO BE
Miaw Dade ft&l i Cartlul
REVIEWED I
BY
ur —r
BUILDING
OFFICIAL
ANCHORS TO BE
EQUALLY SPACED
(2) ANCHORS � 6" MAX 4" MAX Ty P STILE CLUSTER
PER LOCATION 8„ MAX nP SILL ANCHORS
SEE CHART #1 INTERMEDIATE (SEE LAYOUT
FOR NUMBER OF INTERLOCK SHEET 12A)
ANCHORS REQUIRED CLUSTER ANCHORING LAYOUTS
ANCHORS UNITS WITH POCKETS AND WITHOUT POCKETS
APPLICABLE TO ALL CONFIGURATIONS
INTERLOCK CLUSTER ANCHORS
(2) ANCHORS PER LOCATION
SEE CHART #2 FOR NUMBER
OF ANCHORS REQUIRED
(SEE LAYOUT SHEET 12A)
SIGNED: 0912812015
750DAMSTERDAlfDRTV8
WinDoor
ORLANDO,FL32832
'w iaTA87A/1.a505'wWN.WlOa00/IRC.CAOl
INCORPORATED M 1.0;;a
SERIES 8100 SLIDING GLASS DOOR REINFORCED
LARGE MISSILE IMPACT - HVHZ
ANCHORING LAYOUTS
TAT OF �4"iZZ
���jss/0NA1
IIIIII\
DRAWN:
V.L.
DWG N0.
GB-02259
REV
B
ISH 12 OF 24
SCALE NTS JDATE 12/11/13
CHART #1
.4FF NOTFS BELOW
Number of anchor loco Oenarequired at Intermediate head, Intermediate sill and)embs
2 anchora er location required)
Frame
Single
Panel Width (In)
Height
24.0
30.0
36.0
42.0
48.0
54.0
6f.25
(In)
84.0
H&S IJamb
1
I
5
HBS
1
Jamh I
5
H&S liamD
1
5
I
1
Jamb I
5
H&S lj.Mb
1
5
H&S
2
Jamh
5
H6S
2
Jamb
6
90.0
1
5
1
S
1
5
1
6
1
6
2
5
2
5
1
6
1
5
1
6
1
8
1
8
1
6
1
0
1
6
1
8
1
1
k
1
6
t
6
1
6
1
86
1
7
1
7
1
7
1
7
1
7
2
7
2
7
13ZO
1
7
1
7
1
7
1
7
1
7
2
7
2
7
138.0
1
7
1
1
1
7
1
7
1
7
2
7
2
7
144.0
1
7
1
7
1
7
1
7
1
7
2
7
2
7
CHART #2
Number of anchor locations required at Inferlock/stile
cluster 2anchors erloca6onsrequired)
Frame
Height
Single Panel Width (in)
(In)
24.0
30.0
36.0
42.0
F48.0
-64.0-
-61.25" "
84.0
2
2
2
3
3
3
3
90.0
2
2
3
3
3
3
3
96.0
2
2
3
3
3
4
4
102.0
2
3
3
3
4
4
4
108.0
2
3
3
3
4
4
4
f14.0
2
3
3
4
4
4
5
3
3
3
4
4
5
5
3
3
4
4
4
5
6
E20.
3
3
4
4
5
3
3
4
4
5
6
6
3
4
4
5
5
6
8
GHAH 1 #3
umber ofsingle anchor locafionsrequired at hook strip
Frame
Single Pane [Width ( n
Height
(in)
24.0 1
Hook IHooX
30.0
lHook
98.0
irlook
42.0
46.0
Hook
54.0
Hook
61.25
Hook
Boo
8 1
8 1
8
8
8
8
8
90.0
9
9
9
9
9
9
9
86.0
9
9
9
9
9
9
8
toz.0
10
10
10
10
10
t0
10
108.0
10
10
10
10
10
10
10
114.0
11
it
11
11
11
11
1'1
120.0
11
11
11
11
11
11
11
126.0
12
12
12
12
12
12
12
1320
12
12
12
12
12
12
138.0
13
13
13
13
13
13
13
144.0
13
13
13
13
13
13
13
4" MAX
4" MAX
2 3/8" MAX
SEPARATION
4" MAX I
VERTICAL
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2 TRACK
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NOTES:
1. DOORS MUST COMPLY WITH MINIMUM EGRESS REQUIREMENTS PER FBC, ASAPPLICASLE.
2. EXAMPLE FOR ANCHORS FOR MULTI -PANELS:
MAX FRAME W1DTH.35613116' (POCKET); MAX FRAME WIDTH462 718" (NON -POCKET)
SIZE: 54' (PANEL) X 126' (FRAME HEIGHT)
HIS INTERMEDIATE. 2 (LOCATIONS) X 2 (ANCHORS) =4 TOTAL
JAMB = 7 (LOCATIONS) X 2 (ANCHORS) =14 TOTAL
POCKET JAMB - 12 (LOCATIONS) X 1 (ANCHOR) = 12 TOTAL +2 CORNER (SILL) +2 CORNER (HEAD) -16 TOTAL
INTERLOCK/S77LE LOCKS - 5 (LOCATIONS) X 2 (ANCHORS) =10 TOTAL
3. H&S = HEAD AND SILL INTERMMEDIATEANCHORS
4. TOTAL NUMBER OFANCHORS REQUIRED IS TWICE THE NUMBER OF ANCHORS IN CHART # 1 AND CHART #2.
6" MAX
REVISIONS
DESCRIPTION
REVISED PER MD COMMENTS
REVISED PER MD COMMENTS
4" MAX
4" MAX
4 3/4"
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SEPARATION
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11" MAX O.0 Florida com
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SEE CHART #3
FOR NUMBER OF
ANCHORS REQUIRED
MAX
7 1/8"
MAX
SEPARATION
DATE APPROVED
03/O6/14 R.L.
08/13/14 R.L.
VERTICAL
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EDG
1" MIN 7 1/B" MAX. SEPARATION 1 DISTANCE E
EDGE DISTANCE
METAL 1/4" MAX.
STRUCTURE SHIM SPACE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
#14 SMS OR
SELF DRILLING SCREW
SEE NOTE 16 & 18D
SHEET 1
EXTERIOR Ji 1— i INTERIOR
BACKER I
& APPRO'
SEAL
STRU
BY 0
(SEE N
THIS PAGE)
1" MIN 7 1/8" MAX. SEPARATION
EDGE DISTANCE VERTICAL CROSS SECTION
4-TRACKMETAL STRUCTURE INSTALLATION
STANDARD RAIL SHOWN TALL RAIL SIMILAR
REVISIONS
y DESCRIPTION
A REVISED PER MD COMMENTS
8 REVISED PER MD COMMENTS
1 /4" MAX.
SHIM SPACE
1" MIN. #14 SMS OR
EDGE DISTANCE SELF DRILLING SCREW
SEE NOTE 16 & 18D
SHEET 1
INTERIOR
7 1 /8"
MAX.
—SEPARATION
a
DATE I APPROVED
03/O6/14 R.L.
08/13/14 1 R.L.
EXTERIOR Approved or comvlArls with me
Flmfde Buddug D&
BACKER ROD Date /e ^
1° MIN. & APPROVED tvDAp O /y
EDGE DISTANCE SEALANT I MisrW Dade product'00"Od
6 1 BY
METAL JAMB INSTALLATION DETAIL
4 TRACK METAL STRUCTURE INSTALLATION
STRUCTURE
BY OTHERS
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY.
2. PERIMETER AND114"MAX. JOINT SEALANT B Y OTHERS
TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112
3. STRUCTURAL ADEQUACY OF METAL SUBSTRATE TO
BE VERIFIED AND REVIEWED BY BUILDING OFFICIAL.
SIGNED: 0912812015
WiilDoor ODRLANDO,RFL328DAM DRIVE
1R IILO��'i�r
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OPTIONAL
PROPERLY SECURED
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SEE NOTES
3-7 SHEET 1
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EXTERIOR
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OPTIONAL
PROPERLY SECURED
1X BUCK
SEE NOTES
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BY OTHERS a.;
SEE NOTE 18B & C
SHEET 1
2 1 /2" MIN I
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INTERIOR
2 1/2" MIN.
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
pA� 1MAX.
SHIM
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SEE NOTE 15
SHEET 1
NOTE 1, SHEET 6
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1 MAX.
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EMBEDMENT
e
2 1/2"
7 1/8" MAX. SEPARATION
MIN.
EDGE
VERTICAL CROSS SECTION
DISTANCE
4-TRACK CONCRETE/MASONRY INSTALLATION
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED PER MD COMMENTS 03/06/14 R.L.
B REVISED PER MD COMMENTS O8/13/14 R.L.
1 1/4" MIN. 1/4" MAX.
CONCRETE/MASONRY EMBEDMENT r SHIM SPACE
BY OTHERS
SEE NOTE 18B & C
SHEET 1 l
1_—_-- 1/4" TAPCON
2 1/2' MIN. • SEE NOTE 15
EDGE DISTANCE ii SHEET 1
9 ..y o. ..
SEE DETAILS
a & NOTES
e < ' SHEET 11
INTERIOR
SEPARATION v •v . Q
d.v
U
EXTERIOR
v • BACKER ROD
2 1/2" MIN . & APPROVED
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1
OPTIONAL FIXED PANEL JAMB INSTALLATION DETAIL
PROPERLY SECURED 4-TRACKCONCRETE/MASONRYINSTALLATION
1X BUCK
SEE NOTES Florida ildi mplyingwuD Na
3-7 SHEET 1 FloridaBuildirtgCoda
Date l a $ 1
NOTES: MOAN -o o ly
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT Miuni Dada PmdueIl CCOGIM
SHOWN FOR CLARITY- By
2. PERIMETER AND 1/4" MAX. JOINT SEALANT BY OTHERS TO
BE DESIGNED INACCORDANCE WITHASTM E2112 SIGNED: 0912812015
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SCALE NTS DATE 12/11/13 SHEET21 OF 24 Ililill`
1 7/16" MIN
EMBEDMENT
'
27
5/8+ MIN
27
1" MIN
#14#14 CUT THREAD
EDGE DISTANCE
#14 SMS OR
EDGE DISTANCE
WOOD SCREW
SELF
DRILLING SCREW
—�
SEE OTE 14
SEE NOTES 16 & 18D
SHEET 1
SHEET 1
METAL
29
WOOD FRAMING
STRUCTURE
BY OTHERS
OR 2X BUCK
29
BY OTHERS
58
SEE NOTES 2-4
INTERIOR
28 SHEET 1
INTERIOR 58
28
EXTERIOR
EXTERIOR
-INTERIOR-MOUNTED HOOK INSTALLATION -DETAIL
INTERIOR -MOUNTED HOOK-INSTALL-ATION
WOOD FRAMING OR 2X BUCK INSTALLA I /ON
METAL STRUCTURE INSTALLATION
INTERIOR
INTEROOI
REVISION:
REV
DESCRIPTION
A
REVISED PER MD COMMENTS
B
REVISED PER MD COMMENTS
1 1/4" MIN
OPTIONAL
EMBEDMENT
PROPERLY SECURED
1X BUCK
SEE NOTES
3-7 SHEET 1
27
' • .N... • .
1/4" TAPCON
n
a '
..
EXTERIOR
1 v W000 FRAMING"v58 —� —
58
OR 2X BUCK METAL
BY OTHERS STRUCTURE
29
SEE NOTES 2-4 29 BY OTHERS
SHEET 1
#14 SMS
#14 CUT THREAD
W
SELF DRILLING SCREW
WOOD SCREW
SEE NOTE 14
5/8" MIN SEE NOTES 16 & 18D 1" MIN
SHEET 1
EDGE DISTANCE SHEET 1 27 EDGE DISTANCE
27
1 7/16" MIN
EMBEDMENT
INSTALLATION DETAIL
MOOMETN
EXTERIOR MOUNTED HOOK
INSTALLATION
DETAIL EXTERIOR SED
A�LATo
WOOD FRAMING OR 2X BUCK INSTALLATION THUC;HTOOKas
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY.
2. PERIMETER AND 114,MAX JOINT SEALANT BYOTHERS
TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112
INTERIOR
EXTERIOR
DATE APPROVED
03/06/14 R.L.
08/13/14 R.L
CONCRETE/MASONRY
BY OTHERS
SEE NOTE 18
SHEET 1
2 1/4"
MIN
EDGE
DISTANCE
Approved w romp1Yh* *" dw
d, BuildingC
INTERIOR
FIaw ly
Mpt
1/4" TAPCON 2 1/4"
29 MIN
b, • . EDGE
27 a ' : DISTANCE
OPTIONAL ` CONCRETE/MASONRY
PROPERLY SECURED
1X BUCK 1 1/4" MIN
BY OTHERS
SEE NOTE 18
SEE NOTES EMBEDMENT
SHEET 1
3-7 SHEET 1
EXTERIOR MOUNTED HOOK INSTALLATION DETAIL
CONCRET0MASONRYINSTALLATION
SIGNED: 09/28/2015
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4.595° �{
I Ti- Tmm I
1.750"
O2T FRAME HEAD
ALUMINUM 6063-T6.075" THICK
I- 4.405"
ri2�" 1.250"
O2T FRAME JAMB
ALUMINUM 6063-T6.075" THICK
I 6.970" -4
1.750"
3T FRAME HEAD
- -- t
O5 ALUMINUM 6063-T6.075'THICK
REVISIONS
REV DESCRIPTION DATE APPROVED
5.090" ---^�
A REVISED PER MD COMMENTS 03/06/14 R.L.
B REVISED PER MD COMMENTS 08/13/14 R.L.
1.500" � 4.330'
1.000"
2T SILL PAN
OALUMINUM6063-T6.075"THICK O 2T SILL INSERT -T Appruv.�us,vmplyingwnhft
' Flaidn Code
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l
Miaml Dade V10" C'n'",
7.465' By
1.500" '
1.360"
T 3T SILL PAN
6.705" I
5 - 0.950t�"
1.750"
rTi
---T
3T SILL INSERT
4T FRAME HEAD
0
O ALUMINUM 6063-T6.075"THICK
ALUMINUM 6063-T6.075' THICK
9.840"
J_. 1.500
1.360"
T- 4T SILL PAN
11
ALUMINUM 6063-T6.080" THICK
--I 1.570" I---
3.500"
Ll--
15 TOP RAIL
AL INUM6063-T5.080'THICK
-I 1.570" �•
3.910"
16 BOTTOM RAIL
A MINUM 6063-T6.080'THICK
9.080"
9.175"
1.250"
4T FRAME JAMB
10ALUMINUM 6063-T6.075" THICK
II�fs1��2�111+^ 0.375' I I r 0.235"
4T SILL INSERT O FRAME HEAD INSERT 14 FRAME JAMB INSERT
12ALUMINUM 6063-T6.075" THICK 0.150" 13 ALUMINUM 6063-T6.060' THICK ALUMINUM 6063-T6.060" THICK
0-888'"
0.444"
IIIJJJ 3.300"
42 GLASS STOP
A MINUM 6063-7-6.07V THICK
41 GLASS STOP
A MINUM6063-T6:070"THICK
1 -�
0�.2{4�5"
43 9/16" GLAZING VINYL
VINYL 85 DUROMETER
7"0 AMSTERDAM DRIVE
Wi Door ORLANDO, FL 32932
INCORPORATED F. u:aTA 07AS1.059/W
AOIR5 www.wlndoo,inccom
SERIES 8100 SLIDING GLASS DOOR REINFORCED
`I LARGE MISSILE IMPACT - HVHZ
COMPONENTS
n".wu. DWC NO. RI
V.L. 1 08-02259
SCALE NTS DATE 12/11/13 �S11EE123 OF 24
SIGNED: 09/28/2015
�Nl\�4i �7"
1\, ENS'9
->Ir• 0 81
%� ; STATE
--1 1.570" 1--
7.500"
20 LOCKING BUTT STILE
ALUMINUM 6063-T6 .080"THICK
3.280" 1 0.549"
PLAIN STILE INTERL(
17OTALL BOTTOM RAIL 24 ALUMINUM 6063-T6.080"Ti
ALUMINUM 606346.080" THICK
0.975"
3.500"
Ll- I
50" 2.711"
LOCK STILE
18ALUMINUM 6063-T5.080"7HICK HOOK STRIP
2s WALL COVER
{-- 3.500" ALUMINUM 6063-T6.075"THICK
0.810"
2.319"
3.490"
INTERLOCK STILE
1 gALUMINUM6063-T6.080"THICK
31 3-1/2" SILL RISER
ALUMINUM 6063-T6.060' THICK
MALE BUTT STILE
21 ALUMINUM6063-T6.080"THICK
--I 1- 0.240"
4.150" RI
F
2.455"
4.125"
O OFFSET BUTT STILE
22 ALUMINU 66063-T6.080°THICK
I 3.500" -
I r 0.710"
1.830" 11 1.170"
IICK 25 PLAIN STILE 2s STILE JAMB INSERT
INTERLOCKCOVER ALUMINUM6063•T6.060°THICK
ALUMINUM 6063-T6.050'THICK
aso'
fqT
1.950"
2.990"
MZ CLIP
ALUMINUM 6063-T6.050"THICK
o 0" 1.700"
30 3" SILL RISER o.7so
ALUMINUM6063-T6.060'THICK
Tl=� 1.550"
0.810"
rl 34 REINFORCEMENT
ALUMINUM 6061 -T6.375"THICK
O
2.240"
32 2-1/4" SILL RISER
ALUMINUM 6063-T6.060" THICK
REVISIONS
V DESCRIPTION
DATE APPROVED
1 REVISED PER MD COMMENTS
03/06/14 R.L.
3 REVISED PER MD COMMENTS
08/13/14 R.L.
71
� 0.81
lI---.650"
2.363"
60"
0.820" --1 r�--
23 BUMPER JAMB INSERT
3s REINFORCEMENT
ALUMINUM6061-T6.830"THICK
ALUMINUM 6063-T6.060" THICK
4.500"
0.558;.831 "
1UUtt - nir
28 ALUMINUM6063T6.060080°THICK
HOOK STRIP
27 WALL MOUNT
2.355" -i
1.731 "
ALUMINUM 6063•T6.075"THICK
3.300" I
INTERLOCK
3s REINFORCEMENT
ALUMINUM 6005-T6.170' THICK
{� 2.725" -^' 0.900"
"2.255" I 0. -F
Ful1.050"
BUTT STILE
2.224" �-
35 EINFORCEMENT 38 REINFORCEMENT
ALUMINUM6061-T6.250-THICK o. ALUMINUM 6061-T6.125°THICK
37 REINFORCEMENT SIGNED: 09/28/2015
ALUMINUM 6005-T5.125°THICK
FYo4ii
Miami /Dole N°j� 0on�uol
By
AMSTERD VE
7500 32832
2832
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12/11/13 F 24
4CQNNED
BY
DEPARTMENT OF REGULATORY AND ECON(
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miainidade.gov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having. Jurisdiction (AHJ).
This NOA shall not be valid after the expirati
(In Miami Dade County) and/or the AHJ (in,
product or material tested for quality assurani
manner, the manufacturer will incur the expej
suspend the use of such product or material v
if it is determined by Miami -Dade County Pr(
requirements of the applicable building code.
This product is approved as described herein,
including the High Velocity Hurricane Zone (
DESCRIPTION: Polyglass Self -Adhered
LABELING: Each unit shall bear a per
statement: "Miami -Dade County Product
i date stated below. The Miami -Dade County Product Control Section
:as other than Miami Dade County) reserve the right to have this
purposes. If this product or material fails to perform in the accepted
of such testing and the AHJ may immediately revoke, modify, or
iin their jurisdiction. RER reserves the right to revoke this acceptance,
act Control Section that this product or material fails to meet the
has been designed to comply with the Florida Building Code
Florida Building Code.
System over Wood Decks
label with the manufacturer's name or logo, city, state and following
1 Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
" of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number py
receded by the words Miami -Dade County, Florida, and followed b the
r
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA renews NOA# 13-1217.01 and consists of pages 1 through 34.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADECOUNTY rlrp +�-1004.09
expiration Date: 1�/11/22
r Approval Date: 10/12/17
Page 1 of 34
IL
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub-Cate2ory:
Modified ]
Materials
SBS/APP/
Deck Type:
Wood
Maximum Design Pressure
-112.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE
1
Test
Product
Product
Dimensions Specification
Description
Elastobase
65' 2" x 3' 3-3/8" ASTM D 6163,
SBS modified asphalt coated fiberglass reinforced
Type I
base sheet.
XtraFlex SBS Glass
65' 8" x 3' 3-3/8" ASTM D 6163,
SBS modified asphalt coated fiberglass reinforced
Base
Type I
base sheet.
Polyglass G2 Base
108' x 36" ASTM D 4601
Asphalt -coated fiberglass reinforced base sheet
Type Il
Polyanchor
250' x 48" ASTM D 4601
A polymer woven, high performance, synthetic base
Type II
sheet.
Elastobase P
65' 8" x 3' 3-3/8" ASTM D 6164,
SBS modified asphalt coated polyester reinforced base
Type I
sheet.
Elastoflex SA V FR
66' 8" x 3' 3-3/8" ASTM D 6163,
Self -adhered, fire -rated, fiberglass reinforced, SBS
(1.5-mm)
Type I
modified bitumen membrane with a self -adhering back
face and a smooth top surface.
Elastoflex SA V
66' 8" x 3' 3-3/8" ASTM D 6163,
Self -adhered, fire -rated, fiberglass reinforced, SBS
PLUS FR
Type I
modified bitumen membrane with a self -adhering back
face and a smooth top surface.
Elastoflex SA V (1.5-
66' 8" x 3' 3 3/a" ASTM D 6163,
Self -adhered, fiberglass reinforced, SBS modified
mm)
Type I
bitumen membrane with a self -adhering back face and
a smooth top surface.
Elastoflex SA V
66' 8" x 3' 33/8" ASTM D 6163,
Self -adhered, fiberglass reinforced, SBS modified
PLUS
I Type I
bitumen membrane with a self -adhering back face and
a smooth top surface.
XtraFlex SBS Base
66' 8" x 3' 33/8" ASTM D 6163,
Self -adhered, fiberglass reinforced, SBS modified
SA
Type I
bitumen membrane with a self -adhering back face and
a smooth top surface.
Elastoflex SA P FR
32' 10" x 3' 3-3/8" ASTM D 6164,
Self -adhered, fire -rated, polyester reinforced, SBS
Type I
modified bitumen membrane with a self -adhering back
face and a granule top surface.
XtraFlex SBS G SA
32' 10" x 3' 3-3/8" ASTM D 6164,
Self -adhered, fire -rated, polyester reinforced, SBS
Type I
modified bitumen membrane with a self -adhering back
face and a granule top surface.
MIAMI•DADE COUNTY
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 2 of 34
Elastoflex SA P
32' 10" x 3' 3-3/8" ASTM D 6164,
Self -adhered, fiberglass reinforced, SBS modified
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
Polyflex
32' 10" x 3' 3-3/8" ASTM. D 6222
Torch applied, polyester reinforced, APP modified
bitumen membrane with a burn off polyethylene back
face and a smooth or sanded top surface.
XtraFlex APP S
32' 10" x 3' 3-3/8" ASTM D 6222
Torch applied, polyester reinforced, APP modified
bitumen membrane with a burn off polyethylene back
face and a smooth or sanded top surface.
Polybond
32' 10" x 3' 3-3/8" ASTM D 6222
Torch applied; polyester reinforced, APP modified
bitumen membrane with a burn off polyethylene back
face and a smooth or sanded top surface.
Polyflex G
32' 10" x 3' 3-3/8" ASTM D 6222
Torch applied, polyester reinforced, APP modified
bitumen membrane with a bum off polyethylene back
face and a granule top surface.
Polyflex SA P
32' 10" x 3' 33/8" STM D 6222,
Self -adhered, polyester reinforced, APP modified
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
Polyflex SA P FR
32' 10" x 3' 33/8" ASTM D 6222,
Self -adhered, fire -rated, polyester reinforced, APP
Type I
modified bitumen membrane with a self -adhering back
face and a granule top surface.
XtraFlex APP G SA
32' 10" x 3' 33/8" STM D 6222,
Self -adhered, fire -rated, polyester reinforced, APP
Type I
modified bitumen membrane with a self -adhering back
face and a granule top surface.
Polyfresko G SBS SA
32' 10" x 3' 33/8" STM D 6164,
Self -adhered, fiberglass reinforced, SBS modified
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
Polyfresko G SBS SA
32' 10" x 3' 33/s" ASTM D 6164,
Self -adhered, fire -rated, fiberglass reinforced, SBS
FR
Type I
modified bitumen membrane with a self -adhering back
face and a granule top surface.
Polyfresko G APP SA
32' 10" x 3' 33/8" ASTM D 6222,
Self -adhered, polyester reinforced, APP modified
Type I
bitumen membrane with a self -adhering back face and
a granule top surface.
Polyfresko G APP SA
32' 10" x 3' 33/a" ASTM D 6222,
Self -adhered, fire -rated, polyester reinforced, APP
FR
Type I
modified bitumen membrane with a self -adhering back
face and a granule top surface
PolyKool
32' 10" x 3' 33/8" ASTM D6222
Self -adhered, polyester reinforced, APP modified
Type I
bitumen membrane with a self -adhering back face and
a white film laminate on the top surface.
XtraFlex Kool APP S
32' 10" x 3' 33/8" ASTM D6222
Self -adhered, polyester reinforced, APP modified
SA
Type I
bitumen membrane with a self -adhering back face and
a white film laminate on the top surface.
Polyglass APP Base
65' 8" x 3' 33/8" STM D 6509
APP modified asphalt coated fiberglass reinforced
Type I
base sheet.
CM�IAMIDADE
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date:,10/12/17
Page 3 of 34
PG325 Cold Process
Adhesive
PG100 Asphalt Primer
XtraFlex 10 Asphalt
Primer
PG350 Mod Bit
Adhesive
PG400 Plastic Roof
Cement
PG425 Wet/Dry Roof
Cement
PG450 Flashing
Cement
PG500 MB Flashing
Cement
Polyplus 35 Premium
Mod Bit Adhesive
XtraFlex 35 Premium
Mod Bit Adhesive
Polyplus 45 Premium
Flashing Cement
Polyplus 50 Premium
MB Flashing Cement
XtraFlex 50 Premium
Modified Wet/Dry
Cement
Polyplus 55 Premium
Modified Flashing
Cement
MIAMI•DADE COUNTY
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal,
tube or 17 oz. spray
can
1, 3, 5, 50, 55 gal,
tube or 17 oz. spray
can
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal.'or
tube
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal. or
tube
1, 3, 5, 50, 55 gal. or
tube
ASTM D3019 A fibered cold process adhesive for use with roll or
Type III BUR roofing.
ASTM D41 A penetrating solution of solvent and a blend of
selected asphalts used to promote adhesion.
ASTM D41 A penetrating solution of solvent and a blend of
selected asphalts used to promote adhesion.
ASTM D3019
A fibered rubberized adhesive designed for use with
Type III
modified bitumen membranes.
ASTM D4586
A thick, fibered, rubberized flashing cement for use in
ASTM D3409
dry or damp conditions.
ASTM D4586
A thick, fibered, rubberized flashing cement for use in
ASTM D3409
dry or damp conditions.
ASTM D4586
A thick, fibered, rubberized flashing cement.
ASTM D4586
A thick, fibered, rubberized flashing cement for use
with modified bitumen membranes.
ASTM D3019
A fibered rubberized adhesive designed for use with
Type III
modified bitumen membranes.
ASTM D3019
A fibered rubberized adhesive designed for use with
Type III
modified bitumen membranes.
ASTM D4586
A thick, fibered, rubberized flashing cement.
kSTM D4586 A thick, fibered, rubberized flashing cement for use
with modified bitumen membranes.
kSTM D4586 A thick, fibered, rubberized flashing cement for use
with modified bitumen membranes.
ASTM D4586 A mastic compound for use as a roof flashing
adhesive.
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 4 of 34
APPROVED INSULATIONS:,
Product Name
Polytherm-H
Polyi
Polytherm
Polyi
ACFoam-II
Polyi
ACFoam-III
Polyi
High Density Wood Fiberboard
Woo
MIAMI•DADE COUNTY
TABLE 2
Product Description
I
Manufacturer
(With Current NOA)
Polyglass USA, Inc.
Polyglass USA, Inc.
Atlas Roofing Corp
Atlas Roofing Corp
Generic
Georgia-Pacific Gypsum LLC
Hunter Panels, LLC
Hunter Panels, LLC
Johns Manville Corp.
Johns Manville Corp.
Rmax Operating, LLC.
United States Gypsum
Corporation
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 5 of 34
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Number
Name
Description
1.
Dekfast Fasteners 12, 14 &
Insu
ation fastener for wood,
15 HS
steel
and concrete decks
2.
Dekfast Galvalume Steel
Galvalume
hex stress plate.
Hex Plate
3.
#14 Roofgrip
Insulation
and membrane
fastener
4.
Flat Bottom Metal Plate
A2-S'S aluminized steel plate
5.
Trufast #14 HD Fastener
Insulation fastener for steel and
wood decks
6.
Trufast 3" Metal Insulation
Rou Id Galvalume AZ50 steel
Plate
plate
7.
Polygrip Fasteners #12, #14
Insul
tion fastener for wood,
& #15
steel
and concrete decks
8.
Polygrip Hex Plates
Galvalume
hex stress plate.
MIAMli% E COUNTY
., 1
Manufacturer
Dimensions
(With Current NOA)
SFS Intec, Inc.
21/s" x
SFS Intec, Inc.
3 1/4"
Various
OMG, Inc.
3" square
OMG, Inc.
Altenloh, Brinck & Co.
U.S., Inc.
3.23 round
Altenloh, Brinck & Co.
3" round
U.S., Inc.
Various
Polyglass USA, Inc
2'/8" x
Polyglass USA, Inc
3 1/4"
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 6 of 34
APPROVED SURFACING:
Product
Name
PG200 Non-Fibered Roof Coating A non fiber
to add life a
BUR roofin
" XtraFlex 20 Bituminous Roof
A non fiber,
Coating
to add life a
BUR roofin
PG300 Fibered Roof Coating
An asphalt c
coating. M,
spray equips
BUR
XtraFlex Bituminous Roof
An asphalt c
Coating Fibered
coating. M,
spray equips
BUR
PG600 Non-Fibered Aluminum
Non-fibered
Roof Coating
PG650 Fibered Aluminum Roof
Fibered alur
Coating
PG700 Elastomeric Roof Coating
A premium 1
based roof a
polyester fat
PG800 Non-Fibered Asphalt An asphalt b
Emulsion Roof Coating
emulsion
XtraFlex 80 Emulsion Roof
An asphalt b�
Coating
emulsion
PG850 Fibered Asphalt Emulsion
An asphalt b;
` Roof Coating
emulsion
Polyplus 65 Premium Fibered
Fibered alum
Aluminum Roof Coating
XtraFlex 65 Aluminum Roof
Fibered alum
Coating Fibered
Polyplus 60 Premium Non-
Non-fibered,
Fibered Aluminum Roof Coating
XtraFlex 60 Aluminum Roof
Non-fibered,
Coating
CMIAMMI&-D�ADE COUNTY
TABLE 4
Product
Application
Specification
Manufactur
)escription
Rate
er
i asphaltic coating used
1'/2-2 gaUsq
TAS 140
Polyglass
d rejuvenate existing
USA, Inc.
substrates.
1 asphaltic coating used
1'h-2 gaUsq
TAS 140
Polyglass
d rejuvenate existing
USA, Inc.
substrates.
itback fibered roof
1'/2-2 gaUsq
ASTM D4479
Polyglass
be applied by brush or
USA, Inc.
ent to rejuvenate aged
tback fibered roof
1'/2-2 gal/sq
ASTM D4479
Polyglass
be applied by brush or
USA, Inc.
ent to rejuvenate aged
luminum roof coating.
%2-1 gal/sq
ASTM D2824
Polyglass
. Type I
USA, Inc.
num roof coating.
1 %2-2 gal/sq
ASTM D2824
Polyglass
Type III
USA, Inc.
bite elastomeric acrylic
1-1'/2 gaUsq
ASTM D6083
Polyglass
sting (water -based). A
USA, Inc.
is may be used for
with this coating.
3e, un-fibered clay
3 gaUsq in
ASTM D1227
Polyglass
two coats
USA, Inc.
,e, un-fibered clay
3 gaUsq in
ASTM D1227
Polyglass
two coats
USA, Inc.
;e, fibered clay
3 gal/sq in
ASTM D 1227
Polyglass
two coats
USA, Inc.
ium roof coating.
1 %2-2 gal/sq
ASTM D2824
Polyglass
Type III
USA, Inc.
sum roof coating.
1'/2-2 gaUsq
ASTM D2824
Polyglass
Type III
.USA, Inc.
uminum roof coating.
''/2-1 gaUsq
ASTM D2824
Polyglass
Type I
USA, Inc.
uminum roof coating.
%2-1 gal/sq
ASTM D2824
Polyglass
Type I
USA, Inc.
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 7 of 34
Y
APPROVED SURFACING:
Product
Name
Polybrite 70 Premium Grade A premium
Elastomeric Roof Coating based roof i
polyester fa
XtraFlex 70 Premium Acrylic FR A premium
Roof Coating based roof c
polyester fa
Polybrite 90 High Solids Silicone A premium
Roof Coating
component,
applied silic
XtraFlex SRC 9600 High Solids
A premium
Silicone Roof Coating
component,
applied silic
Polybrite 95 Silicone Roof
A single coi
Coating
moisture cw
XtraFlex SRC 8000 Silicone Roof A single cox
Coating
moisture cm
Gravel
To be install
approved as]
Slag
To be instal]
approved as]
TABLE 4
Product
Application
Description
Rate
white elastomeric acrylic
10ating
1-1'/Z gaUsq
(water -based). A
iric may be used for
nt with this coating.
�hite elastomeric acrylic
1-1'/2 gaUsq
gating (water -based). A
I)nc may be used for
�t with this coating.
ade high solids, single
1.25 gaUsq
moisture cure, fluid
�ne coating
rade high solids, single
1.25 gaUsq
moisture cure, fluid
)ne coating
iponent, solvent,
1.25 gal/sq
silicone coating.
iponent, solvent,
1.25 gaUsq
silicone coating.
d in a flood coat of
400 lbs/sq
halt at 601bs/sq
;d in a flood coat of
3001bs/sq
halt at 60 lbs/sq
Specification Manufactur
er
ASTM D6083 Polyglass
USA, Inc.
ASTM D6083 Polyglass
USA, Inc.
ASTM D6694 Polyglass
USA, Inc.
ASTM D6694 Polyglass
USA, Inc.
ASTM D6694 Polyglass
USA, Inc.
ASTM D6694 Polyglass
USA, Inc.
N/A Generic
N/A Generic
MIAMI-DADE COUNTY NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 8 of 34
Y
EVIDENCE SUBMITTED:
Test Apency
TestName/Report
Report No.
Date
Factory Mutual Research
4470
2W7A7.AM
08.04.94
Corporation
4450
2D5A9.AM
06.22.99
4470
3001334
02.15.00
4470
3000857
01.12.00
4470
3004091
01.12.00
4470
3012321
07.29.07
4450
3014751
08.27.03
4450
3019317
06.30.04
4470
3014692
08.05.03
Trinity ERD
TAS 114
11752.09.99-1
02.08.00
TAS 114
02764.09.05
09.09.05
TAS 114
TAS 117(B)-ASTM D903
02762.03.05
020841.06.04
03.30.05
06.02.04
TAS 114
P1734.07.06-R1
02.27.07
TAS 114
P 173 8.02.07
02.05.07
TAS 114
P1739.01.07
01.23.07
TAS 117(B)-ASTM D6862
C8500SC.11.07
11.30.07
ASTM D6164 / ASTM D6222
P10490.08.08
08.13.08
ASTM D6164 / ASTM D6222
P10490.10.08-R1
10.03.08
ASD6222
P7400.03.08-R2
10.09.08
TAS 114(D) — ASTM D 1876
P 10070.10.08
10.09.08
ASf TM D6222
P10490.10.08-2
10.30.08
FM 44 0 & TAS 114
P33970.03.11
03.15.11
ASTM D6163 / ASTM D 4601
P33960.03.11
03.15.11
TAS 11 1 & TAS 117 (B)
11757.12.00-1-R1
04.29.13
TAS 11 1 & TAS 117 (B)
11757.04.01-1-R1
04.30.13
ASTM D6164
P37590.07.13-1
07.02.13
ASTM D6164
P37590.03.13-3A
03.06.13
ASTM D6163
P37590.03.13-2-R1
02.05.13
AS'�'M D6222
P37590.09.13
09.12.13
ASTM 13,4601 / TAS 117
P45940.09.13
09.04.13
TAS 114 & FM 4474
P41630.08.13
08.06.13
TAS 114 (H)
P13760.09.09
09.10.09
ASTM D4601 / TAS 117
P45970.05.14
05.12.14
PRI Construction Materials
ASTM D6222
PUSA-061-02-02
01.28.08
Technologies
ASTM D6222
PUSA-062-02-02
12.04.08
ASTM D6163
PUSA-064-02-02
02:27.08
ASTM D6694
PUSA-134-02-01
05.16.14
ASTM D6694
PUSA-135-02-01
05.16.14
MIAMI•DADE COUNTY
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 9 of 34
APPROVED ASSEMBLIES:
Membrane Type: SBS/APP
Deck Type 1I:
Deck Description:,
System Type A(1):
Wood, Insulated
19/32" or greater plywc
. or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c..
All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is
subsequently adhered to insulation.
All General and System Limitations apply.
Anchor Sheet: One ply of Elastobase, xtraFlex SBS Glass Base, Polyglass G2 Base, Polyflex*, XtraFlex APP
S*, Polybond* or GAFIGILAS #75 fastened to the deck as described below:
*with OMG fasteners dnd Flat Bottom Metal Plates.
Fastening #1: Attach base sheet using 11 ga. annular ring shank and 1-5/8" diameter tin caps spaced 8" o.c.
in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet.
Fastening #2: Attach base sheet u
14 with Galvalume
Trufast #14 HD Fa:
and 12" o.c. in two
One or more of the following
Base Insulation Laver (Optional)
Any approved Polyisocyanurate listed in
Minimum 1" thick
OMG #14 Roofgrip fasteners and Flat Bottom Metal Plates, Dekfast
;1 Hex Plates or Polygrip Fasteners #14 with Polygrip Hex Plates or
;rs with Trufast 3" Metal Insulation Plates spaced 12" o.c. in a 4" lap
illy spaced staggered rows in the center of the sheet.
Insulation Fasteners Fastener
Table 21 Densi /ft2
N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the
EVT range and at a rate of 20-40 lbs/100 t 2 - Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Insulation listed as b se layer only shall be used only as base layers with a second layer
of approved top layer insulation installed as t!he final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyai, urate side facing down.
Top Insulation Laver
DensDeck, DensDeck Prime, SECUROCK Gypsum -Fiber Roof Board
Minimum %11 thick
Insulation Fasteners Fastener
Table 3 Density/ftz
N/A N/A
Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range
and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation
attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of
approved top layer insulation installed as th� final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Base Sheet:
One or more plies of Ela:
SA, Elastoflex SA V FR
bflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
:1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
C
DADE COUNTY NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 10 of 34
Membrane:
Surfacing:
Maximum Design
Pressure:
MIAMI•DADE COUNTY
INWOO
One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA,
Polyfresko G APP SA �R, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex
SA P, PolyKool, Xtra lex Kool APP SA, Polyflex SA P FR or XtraFlex APP G SA, self -
adhered.
Or
One ply of Polyflex G, torch -applied.
(Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
-52.5 psf, (See general limitation #7.)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 11 of 34
Membrane Type:
Deck Type II:
Deck Description:
SBS/APP
Wood, Insulated
"/32" or greater plywo
or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c.
System Type A(2): All insulation layers ar6 adhered to a mechanically attached anchor sheet. Membrane is
subsequently adhered too insulation.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated utilizing the approved membranes listed in Table 1.
Anchor Sheet: One ply of Elastobase, XtraFlex SBS Glass Base, Elastobase P, Polyglass G2 Base, Polyflex,
XtraFlex APP S or Polybond fastened to the deck as described below:
Fastening:
Attach base. sheet using OMG #14 Roofgrip fasteners and Flat Bottom Metal Plates spaced 12"
o.c. in a 4" lap and 12" I o.c. in two equally spaced staggered rows in the center of the sheet.
One or more of the following
Base Insulation Laver (Optional)
Any approved Polyisocyanurate listed in
Minimum 1" thick
Top Insulation Laver
DensDeck, DensDeck Prime, SECUROCK
Minimum 1/" thick
2
Roof Board
Insulation Fasteners Fastener
Table 3 Density/ft'
N/A N/A
Insulation Fasteners Fastener
Table 3 Density/ftz
N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the
EVT range and at a rate of 20-40 lbs/100 ft'. Please refer to' Roofing Application Standard RAS 117 for
insulation attachment. Insulation listed as b se layer only shall be used only as -base layers with a second layer
of approved top layer insulation installed as the flnal membrane substrate., Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Base Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
Membrane: One ply of Polyfresko I
Polyfresko G APP SA
SA P, PolyKool, XtraF
adhered.
Or
One ply of Polyflex G,
SBS SA, Polyfresko G SBS SA FR; Polyfresko G APP SA,
Z, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex
x Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self-
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 12 of 34
Surfacing: (Optional) Install one df the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -60 psf; (See general limitation #7.)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 13 of 34
Membrane Type: SBS/APP
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywc
or #8 wood screws at
or wood plank, fastened at 24" spans with 8d common nails at 4" o.c.
O.C.
System Type A(3): All insulation layers arb adhered to a mechanically attached anchor sheet. Membrane is
subsequently adhered to insulation.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated >flllzing the approved membranes listed in Table 1.
Anchor Sheet:
Fastening:
One ply of Polyglass G� Base fastened to the deck as described below:
Attach base sheet using 11 ga. Annular ring shank and 1-5/8" diameter tin caps spaced 8" o.c.
in a 4" lap and 8" o.c. � three equally spaced staggered rows in the center of the sheet.
One of more of the following:
Base Insulation Laver (Optional)
Any approved Polyisocyanurate listed in
Minimum 1" thick
`a
Insulation Fasteners Fastener
Table 3 Densi /ft2
N/A N/A
Note: All insulation shall be adhered to th anchor sheet in full mopping of approved hot asphalt within the
EVT range and at a rate of 20-40 lbs/100ft. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer
of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Top Insulation Laver
Dens Deck, Dens Deck Prime, SECUROCK
Minimum %11 thick
Insulation Fasteners Fastener
Table 3 Densi /ft2
Roof Board
N/A N/A
Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range
and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation
attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of
approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Base Sheet:
One or more plies of
SA, Elastoflex SA V
;toflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
(1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
MIAMI•DADE COUNTY
NOA No.: 17-1004.09
U. • .Imp �. Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 14 of 34
Membrane: One ply of Polyfresko SBS SA, Polyfresko G SBS SA Fg, Polyfresko G APP SA,
Polyfresko G APP SA R, Elastoflex'SA P, Elastoflex SAP FR, XtraFlex SBS GSA, Polyflex
SA P, PolyKool, Xtraliex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -
adhered.
Or
One ply of Polyflex G, torch -applied.
Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure:
-52.5 psf; (See general limitation V.)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 15 of 34
Membrane Type:
Deck Type 1I:
Deck Description:
SBS/APP
Wood, Insulated
"/32" or greater plywo
or wood plank fastened at 24" spans with #8 wood screws at 6" o.c.
System Type A(4): All insulation layers ar6 adhered to a mechanically attached anchor sheet. Membrane is
subsequently adhered tI insulation.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated �tilizing the approved membranes listed in Table 1.
Anchor Sheet:
Fastening:
Base Insulation Laver
One ply of Elastobase,
12 ga. Annular ring
equally spaced stag
ACFoam-H, Polytherm, ACFoam-IH,
Minimum 1" thick
SBS Glass Base or Elastobase P fastened as below:
nails and 1-5/8" tin -caps attached 6" o.c. in 4" lap and 6" o.c. in four
rows.
Insulation Fasteners Fastener
Table 3 Density/ft2
Polytherm-H, H-Shield CG, Multi -Max FA-3, ENRGY 3
N/A N/A
Note: All insulation shall be adhered to the Ochor sheet with Millennium One -Step Foamable Adhesive applied
over rows of tin -caps in continuous rows 7" 6.c. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Insulation listed as b se layer only shall be used only as base layers with a second layer
of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Base Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V F (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA,
Polyfresko G APP SA FI R, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex
SA P, PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -
adhered.
Or
One ply of Polyflex G, torch -applied.
Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -60 psf; (See general
#7.)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 16 of 34
Membrane Type: SBS/APP
Deck Type 1I: Wood, Insulated
Deck Description: 19/32 " or greater p
screws at 4" o.c.
or wood plank, fastened at 24" spans with 8d common nails or wood
System Type C(1): All layers of insulation are mechanically attached to roof deck. Membranes subsequently
adhered to insulation.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricatedutilizing the approved membranes listed in Table 1.
One or more of the following
Base Insulation Laver Insulation Fasteners Fastener
Table 3 Densi /ftz
Any approved Polyisocyanurate listed in Ta le 2 N/A N/A
Minimum 1.5" thick
Note: All layers shall be simultaneously
panels listed are minimum sizes and din
increased maintaining the same fastener
insulation attachment.
Top Insulation Laver
Approved High Density Wood Fiberboard
Minimum %" thick
DensDeck
Minimum V4" thick
Note: All layers of insulation shall be
insulation panels listed are minimum siz
shall be increased maintaining the same
117 for insulation attachment.
d; see top layer below for fasteners and density. Insulation
if larger panels are used, the number of fasteners shall be
Please refer to Roofing Application Standard RAS 117 for
Insulation'Fasteners Fastener
Table 3 Densi /W
1 1:1.33 ft2
1 1:1.33 ft'
echanically attached using the fastener density listed above. The
and dimensions; if larger panels are used, the number of fasteners
Istener density. Please refer to Roofing Application Standard RAS
Base Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA,
Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex
SA P, PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -
adhered.
Or
One ply of Polyflex G. torch -applied.
Surfacing: (Optional) Install
CMIAMI-DMADE COUNTY
�FJ...M I
of the approved surfacing products listed in Table 4 to obtain desired
NOA No.: 17-1004.09
Expiration Dater 10/11/22
Approval Date: 10/12/17
Page 17 of 34
coating or required
classification.
Maximum Design
Pressure: -67.5 psf; (See General limitation V.)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 18 of 34
Membrane Type:
Deck Type 1I:
Deck Description:
System Type C(2):
SBS/APP
Wood, Insulated
"/32" or greater p
or wood plank, fastened at 24" spans with 8d common nails at 4" o.c.
All layers of insulatio l are mechanically attached to roof deck. Membranes subsequently
adhered to insulation.
All General and System Limitations apply.
and shall not be installed unless said accessa
Code requirements and are field fabricated
One or more layers of the following:
Base Insulation Laver
Any approved Polyisocyanurate listed in Tal
Minimum 1.5" thick
Note: All layers shall be simultaneously
panels listed are minimum sizes and din
increased maintaining the same fastener
insulation attachment.
Top Insulation Layer
Approved High Density Wood Fiberboard
Minimum %" thick
DensDeck
Minimum %" thick
Note: All layers of insulation shall be m
insulation panels listed are minimum sizes
shall be increased maintaining the same fa
117 for insulation attachment.
Base Sheet:
Membrane:
f accessories not listed in Table 1 of this NOA are not approved
demonstrate compliance with prescriptive Florida Building
sing the approved membranes listed in Table 1.
2
Insulation Fasteners Fastener
Table 3 Density/ft2
N/A N/A
1; see top layer below for fasteners and density. Insulation
if larger panels are used, the number of fasteners shall be
Please refer to Roofing Application Standard RAS 117 for
Insulation Fasteners Fastener
Table 3 Density/ft'
1:1.33 W
1:1.33 ft2
anically attached using the fastener density listed above. The
1 dimensions; if larger panels are used, the number of fasteners
aer density. Please refer to Roofing Application Standard RAS
One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA,
Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex
SA P, PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -
adhered.
Or
One ply of Polyflex G,
NOA No.: 17-1004.09
MIAM rgyme COUNTY Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 19 of 34
Surfacing:
Maximum Design
Pressure:
MIAMI•DADE COUNTY
(Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
-67.5 psf; (See General limitation #7.)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 20 of 34
Membrane Type:
Deck Type 1I:
Deck Description:
System Type C(3):
SBS/APP
Wood, Insulated
19/3211 or greater p
or wood plank, fastened at 24" spans with wood screws at 6" o.c.
All layers of insulatio i, are mechanically attached to roof deck. Membranes subsequently
adhered to insulation.
All General and System Limitations apply.
and shall not be installed unless said accesso
Code requirements and are field fabricated
One or more of the following:
Insulation Laver
ENRGY 3, H-Shield, Polytherm-H,
Minimum 1.5" thick
f accessories not listed in Table 1 of this NOA are not approved
demonstrate compliance with prescriptive Florida Building
zing the approved membranes listed in Table 1.
Polytherm
Insulation Fasteners Fastener
Table 3 Density/ft2
1,5or7 1:1.33ft'
Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The
insulation panels listed are minimum sizes nd dimensions; if larger panels are used, the number of fasteners
shall be increased maintaining the same fa tener density. Please refer to Roofing Application Standard RAS
117 for insulation attachment.
Base Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
One or more plies of E astoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA,
Polyfresko G APP SA 1R, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex
SA P, PolyKool, XtraFjlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -
adhered.
Or
One ply of Polyflex G, torch -applied.
(Optional) Install one df the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
-82.5 psf; (See
limitation #7.)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 21 of 34
Membrane Type:
Deck Type 1I:
Deck Description:
System Type D(1):
SBS/APP
Wood, Insulated
"/32" or greater plywoc
or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c.
All insulation is loosedl laid with preliminary attachment to deck. Base sheet is subsequently
mechanically fastened through insulation to the roof deck. Membranes subsequently adhered.
All General and System Limitations apply.
and shall not be installed unless said accesso
Code requirements and are field fabricated
'One or more layers of the following:
Base Insulation Laver
Any approved Polyisocyanurate listed in Tal
Minimum 1" thick
Top Insulation Laver (Optional)
Fesco Board
Minimum %11 thick
Approved High Density Wood Fiberboard
Minimum'/" thick
DensDeck, DensDeck Prime, SECUROCK
Minimum %11 thick
E accessories not listed in Table 1 of this NOA are not approved
demonstrate compliance with prescriptive Florida Building
ling the approved membranes listed in Table 1.
►R
Roof Board
Insulation Fasteners Fastener
Table 3 Density/ft'
N/A N/A
Insulation Fasteners Fastener
Table 3 Density/ft2
N/A N/A
N/A N/A
N/A N/A
Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a
minimum application rate of two fasteners pier board for insulation boards having no dimension greater than 4
ft., and four fasteners for any insulation boas d having no dimension greater than 8 ft. .
Base Sheet: One or more plies of Elastobase, XtraFlex SBS Glass Base, Elastobase P or Polyanchor
fastened to the deck as described below:
Fastening: Attach base sheet using OMG 414 Roofgrip fasteners and Flat Bottom Metal Plates, Dekfast
14 with Dekfast Galvalume Steel Hex Plates, Polygrip Fasteners #14 with Polygrip Hex Plates
or Trufast 414 HD Fasteners with Trufast 3" Metal Insulation Plates spaced 12" o.c. in a 4" lap
and 12" o.c. in two equally spaced staggered rows in the center of the sheet.
Ply Sheet:
One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V FR (1.5-min) or Elastoflex SA V PLUS FR, self -adhered.
MIAMI•DADE
NOA No.: 17-1004.09
�rimCOUNTY
,. , Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 22 of 34
Membrane:
Surfacing:
Maximum Design
Pressure:
One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA,
Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex
SA P, PolyKool, Xtr lex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -
adhered.
Or
One ply of Polyflex G, torch -applied.
(Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
-52.5 psf; (See General
limitation #7.)
NOA No.: 17-1004.09
MIAMI•DADE COUNTY Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 23 of 34
Membrane Type:
Deck Type 1I:
Deck Description:
SBS/APP
Wood, Insulated
19/32" or greater p
or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c.
System Type D(2): All insulation is loosed laid with preliminary attachment to deck. Base sheet is subsequently
mechanically fastened through insulation to the roof deck. Membranes subsequently adhered.
All General and, System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated utilizing the approved membranes listed in Table 1.
One or more layers of the following:
Base Insulation Laver
Any approved Polyisocyanurate listed in
Minimum 1" thick
Top Insulation Laver (Optional)
Fesco Board
Minimum %11 thick
Approved High Density Wood Fiberboard
Minimum'/" thick
DensDeck, DensDeck Prime, SECUROCK
Minimum %a" thick
F]
Roof Board
Insulation Fasteners Fastener
Table 3 Density/ft'
N/A N/A
Insulation Fasteners Fastener
able 3 Density/ft2
N/A N/A
N/A N/A
N/A' N/A
Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a
minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4
ft., and four fasteners for any insulation board having no dimension greater than 8 ft.
Base Sheet: One or more plies of Elastobase, XtraFlex SBS Glass Base, Elastobase P or Polyanchor
fastened to the deck as described below:
Fastening: Attach base sheet using 10MG #14 Roofgrip fasteners and Flat Bottom Metal Plates spaced 12"
o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
MIAMI•DADE COUNTY NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 24 of 34
Membrane:
Surfacing:
Maximum Design
Pressure:
One ply of Polyfresko 6 SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA,
Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex
SA P, PolyKool, XtraF ex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -
adhered.
Or
One ply of Polyflex G, torch -applied.
(Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
-60 psf; (See General
#7.)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 25 of 34
Membrane Type: SBS/APP
Deck Type 1: Wood, Non -Insulated
Deck Description: 19/32" or greater plywoc
or #8 wood screws at (
System Type E(1): Base sheet is mechanic
All General and System Limitations apply.
and shall not be installed unless said accesso
Code requirements and are field fabricated
Base Sheet: One ply of Elastol
deck as described
or wood plank, fastened at 24" spans with 8d common nails at 4" o.c.
O.C.
attached to roof deck.
i accessories not listed in Table 1 of this NOA are not approved
demonstrate compliance with prescriptive Florida Building
ping the approved membranes listed in Table 1.
XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the
Fastening: Attach base sheet usin 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 8"
o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V ER (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA,
Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex
SA P, PolyKool, Xtra lex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -
adhered.
Or
One ply of Polyflex G, torch -applied.
Surfacing:
Maximum Design
Pressure:
(Optional) Install one bf the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
-52.5 psf; (See
l limitation #7.).
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 26 of 34
Membrane Type:
Deck Type 1:
Deck Description:
System Type E(2):
SBS/APP
Wood, Non -Insulated
19/32" or greater plywoi
Base sheet is mechani(
All General and System Limitations apply.
and shall not be installed unless said accessi
Code requirements and are field fabricated
Base Sheet: One ply of Elasto
deck as described
or wood plank, fastened at 24" spans with #8 wood screws at 6" o.c.
attached to roof deck.
P accessories not listed in Table 1 of this NOA are not approved
demonstrate compliance with prescriptive Florida Building
sing the approved membranes listed in Table 1.
XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the
Fastening #: Attach base sheet using OMG #14 Roofgrip fasteners and Flat Bottom Metal Plates, Dekfast
#14 with Dekfast Galvalume Steel Hex Plates, Polygrip Fasteners #14 with Polygrip Hex
Plates or Trufast #14 HD Fasteners with Trufast 3" Metal Insulation Plates spaced 12" o.c. in a
4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V FjR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
Membrane: One ply of Polyfresko G SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA,
Polyfresko G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex
SA P, PolyKool, Xtrarlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -
adhered.
Or
One ply of Polyflex G, torch -applied.
Surfacing:
Maximum Design
Pressure:
(Optional) Install one bf the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
-60 psf; (See General
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 27 of 34
Membrane Type: SBS/APP
Deck Type 1: Wood, Non -Insulated
Deck Description: 19/32" or greater plywool or wood plank, fastened at 24" spans with 8d ring shank nails at 6"
o:c. at edges and intermediate supports.
System Type E(3): Base sheet is mechanicE fly attached to roof deck. Membranes subsequently adhered to
insulation.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said access �ries demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated utilizing the approved membranes listed in Table 1.
Base Sheet: One ply of Polyglass P Base, Elastobase (Poly/Sand) sheet fastened to the deck as described
below:
Fastening: Attach base sheet using 11 ga. annular grooved shank and 1" diameter caps spaced 6" o.c. in a
3" lap and 6" o.c. in fou,r equally spaced staggered center rows.
Membrane: One ply of Elastoflex SP, Elastoflex SA P FR, XtraFlex SBS G SA, Polyfresko G SBS SA,
Polyfresko G SBS SA F, Polyflex SA P, Polyflex SA P FR, XtraFlex APP G SA, Polyfresko
G APP SA, Polyfresko G APP SA FR, PolyKool or XtraFlex Kool APP S SA self -adhered. -
Surfacing:
Maximum Design
Pressure:
(Optional) Install one olthe approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
-52.5 psf; (See General Limi
#7)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 28 of 34
Membrane Type:
Deck Type 1:
Deck Description:
System Type E(4):
SBS/APP
Wood, Non -Insulated
19/32" or greater plywo
or #8 wood screws at
Base sheet is
insulation.
All General and System Limitations apply.
and shall not be installed unless said accessi
Code requirements and are field fabricated
Base Sheet:
Fastening:
Ply Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
One ply of Elastobase,
deck as described belo
or wood plank, fastened at 24" spans with 8d common nails at 4" o.c.
o.c
attached to roof deck. Membranes subsequently adhered to
' accessories not listed in Table 1 of this NOA are not approved
demonstrate compliance with prescriptive Florida Building
Eing the approved membranes listed in Table 1.
SBS Glass Base, Elastobase P or Polyanchor fastened to the
Attach base sheet using' MG #14 Roofgrip fasteners and Flat Bottom Metal Plates spaced 12"
o.c. in a 4" lap and 12" c. in two equally spaced staggered rows in the center of the sheet.
One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V F4 (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
One ply of Polyfresko Gr SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko
G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P,
PolyKool, XtraFlex Kodl APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -adhered.
Or.
One ply of Polyflex G, torch applied
(Optional) Install one o the approved surfacing products listed in Table 4 to obtain desired
coating or required fire 61assification.
-52.5 psf; (See General
#7)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 29 of 34
Membrane Type:
Deck Type 1:
Deck Description:
System Type E(5):
SBS/APP
Wood, Non -Insulated
19/32" or greater plywo
or #8 wood screws at
Base sheet is mechani
insulation.
or wood plank, fastened at 24" spans with 8d common nails at 4" o.c.
O.C.
attached to roof deck. Membranes subsequently adhered to
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said access o ies demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated utilizing the approved membranes listed in Table 1.
Base Sheet: One ply of Elastobase, XtraFlex SBS Glass Base or Elastobase P fastened to the deck as
described below:
Fastening:
Ply Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
Attach base sheet using 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 8"
o.c. in a 4" lap and 8" o c. in three equally spaced staggered rows in the center of the sheet.
One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V FR (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
One ply of Polyfresko C� SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko
G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P,
PolyKool, XtraFlex Kool APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -adhered.
Or
One ply of Polyflex G, t, rch-applied
(Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire Olassification.
-52.5 psf; (See General
#7)
NOA No.: 17-1004.09
Muu�l•D�►De COUNTY Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 30 of 34
Membrane Type:
Deck Type 1:
Deck Description:
System Type E(6):
SBS/APP
Wood, Non -Insulated
"/32n or greater plywoo,
members spaced 48" o.
Base sheet is mechanic;
insulation.
All General and System Limitations apply.
and shall not be installed unless said accessi
Code requirements and are field fabricated
Base Sheet: One ply of Elastobase,
described below:
or wood plank, fastened to supports spaced 24" o.c. and to blocking
with TruFast TP #10x2-7/8" screws spaced 6" o.c.
lly attached to roof deck. Membranes subsequently adhered to
- accessories not listed in Table 1 of this NOA are not approved
demonstrate compliance with prescriptive Florida Building
sing the approved membranes listed in Table 1.
SBS Glass Base or Elastobase P fastened to the deck as
Fastening: Attach base sheet using) 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 4"
o.c. in a 4" lap and 4" ,.c. in three equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V F* (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
Membrane: One ply of Polyfresko 1
- FR or XtraFlex SBS G
Or
One ply of Polyflex G,
Surfacing:
Maximum Design
Pressure:
SBS SA, Polyfresko G SBS SA FR, Elastoflex SA P, Elastoflex SA P
A, self -adhered.
(Optional) Install one o the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
-97.5 psf; (See General
#7)
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 31 of 34
Membrane Type: SBS/APP
Deck Type 1: Wood, Non -Insulated
Deck Description:
System Type E(7):
t9/32" or greater plywooi
members spaced 48" o.,
Base sheet is mechanic,
insulation.
or wood plank, fastened to supports spaced 24" o.c. and to blocking
with #10xY wood screws spaced 6" o.c.
lly attached to roof deck. Membranes subsequently adhered to
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated itilizing the approved membranes listed in Table 1.
Base Sheet:
Fastening:
Ply Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
One ply of Elastobase, XtraFlex SBS Glass Base or Elastobase P fastened to the deck as
described below:
Attach base sheet using 12 ga. ring shank nails and tin caps spaced 4" o.c. in a 4" lap and 4"
o.c. in four equally spaced staggered rows in the center of the sheet.
One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V F4 (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
One ply of Polyfresko SBS SA, Polyfresko G SBS SA FR, Elastoflex SA P, Elastoflex SA P
FR or XtraFlex SBS G : A, self -adhered.
Or
One ply of Polyflex G, torch -applied
(Optional) Install one o�the approved surfacing products listed in Table 4 to obtain desired
coating or required fire lassification.
-112.5 psf; With Elastof
(See General limitation
-97.5 psf; With Elastoflc
limitation #7.)
t SA V PLUS, XtraFlex SBS Base SA or Elastoflex SA V PLUS FR
SA V(1.5-mm) or Elastoflex SA V FR(1.5-mm) (See General
MIAMI•DADE COUNTY
NOA No.: 17-1004.09
• • Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 32 of 34
Membrane Type:
Deck Type 1:
Deck Description:
System Type E(8):
SBS/APP
Wood, Non -Insulated
19/32" or greater plywo
screws spaced 6" o.c.
Base sheet is mechani
insulation.
All General and System Limitations apply.
and shall not be installed unless said access4
Code requirements and are field fabricated
Base Sheet:
Fastening:
Ply Sheet:
Membrane:
Surfacing:
Maximum Design
Pressure:
One ply of Elastobase,
described below:
12 ga. annular ring shai
spaced staggered rows.
Asphalt Primer.
or wood plank, fastened to supports spaced 24" o.c. with #8x3" wood
attached to roof deck. Membranes subsequently adhered to
' accessories not listed in Table 1 of this NOA are not approved
demonstrate compliance with prescriptive Florida Building
zing the approved membranes listed in Table 1.
SBS Glass Base or Elastobase P fastened to the deck as
ced nails and 1-5/8" tin -caps 6" o.c. in 4" lap and 6" o.c. in four equally
Tin -caps are primed with PG100 Asphalt Primer or XtraFlex 10
One or more plies of Elastoflex SA V (1.5-mm), Elastoflex SA V PLUS, XtraFlex SBS Base
SA, Elastoflex SA V Fk, (1.5-mm) or Elastoflex SA V PLUS FR, self -adhered.
One ply of Polyfresko SBS SA, Polyfresko G SBS SA FR, Polyfresko G APP SA, Polyfresko
G APP SA FR, Elastoflex SA P, Elastoflex SA P FR, XtraFlex SBS G SA, Polyflex SA P,
PolyKool, XtraFlex Kobl APP S SA, Polyflex SA P FR or XtraFlex APP G SA, self -adhered.
Or
One ply of Polyflex G, torch -applied
(Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
-112.5 psf; With Elastof
(See General limitation
-97.5 psf; With Elastofl(
limitation #7.)
c SA V PLUS, XtraFlex SBS Base SA or Elastoflex SA V PLUS FR
SA V(1.5-mm) or Elastoflex SA V FR(1.5-mm) (See General
NOA No.: 17-1004.09
Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 33 of 34
WOOD DECK SYSTEM LIMITATIONS
1. A slip sheet is required with Ply 4 and Ply when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
l . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product
Control Approval guidelines. All other Dyers shall be adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the
top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using
spot mopping with approved asphalt, 12" idiameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one
at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shah be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a mmimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachme it of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should
the fastener resistance be less than that required, as determined by the Building Official, a revised fastener
spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing
Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both in and base sheet as calculated in compliance with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred
within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter naillers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
a
DADE COUNTY
NOA No.: 17-1004.09
• I , I Expiration Date: 10/11/22
Approval Date: 10/12/17
Page 34 of 34
�7
wwny=Ifbi.UJ IIIANII-DARE COUNTY
MIAM11- y PRODUCT CONTROL SECTION
It tud�'countv 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOINI C RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DNISIO T (786) 315-2590 F (786) 315-2599
NOTICE OFACCEPTANCE (NOA) s_vtiv�r.miamidadc.eov/economy
Entegra Roof Tile, LLC
1289 NE 91' Ave
Okeechobee, FL 34972
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Plantation Roof Tile
LABELING: Each unit shall bear a pertuanlent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Con�rol Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considere4 after a renewal application has been filed and there has been no change
in the applicable building code negatively aff cting the performance of this product.
TERMINATION of this NOA will occur Ifter the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety. I
INSPECTION: A copy of this entire NOA 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.
i
This NOA renews NOA #14-1120.04 and consists of pages 1 through 7.
The submitted documentation was reviewed 1by Gaspar J Rodriguez.
NOA No:: 15-0721.04
QMIAMMMI-DMEOUNTY �� GQI&Yon Date: 12108/20
Approvll Date: 11/05/15
Page 1 of 7
t
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. PRODUCT DESCRIPTION
Manufactured by Dimension:
Applicant
Plantation Tile .Length: 16V,
Width: 13"
Trim Pieces L = varies
W = varies
Varying thickr.
2.1. MANUFACTURING LOCATION
1. Okeechobee, FL
2.2 SUBMITTED EVIDENCE:
Test Agency 7
American Test Lab of South 1
Florida
Redland Technologies
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies Letter
Redland Technologies
Redland Technologies
The Center -for Applied
Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Test
Product
Specifications
Description
TAS 112
Flat concrete roof tile for direct deck or
battened nail -on, mortar or adhesive set
applications.
TAS 112
Accessory trim, concrete roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
05-14
161-03
)endix III
161-03
pendix II
ed Aug. 1, 1994
)631-01
Project No. 307025
Test #MDC-76
Calculations
Test Name/Report Date
TAS 112 07/03/14
Static Uplift Testing
Dec. 1991
PA 102 & PA 102(A)
Static Uplift Testing
March, 1994
PA 101 (Adhesive Set)
May 1994
(Mortar Set)
Wind Tunnel Testing
Dec. 1991
PA 108 (Nail -On)
Wind Tunnel Testing
Aug. 1994
PA 108 (Nail -On)
Wind Tunnel Testing
July 1994
PA 108 (Mortar Set)
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
Wind Driven Rain
Oct. 1994
PA 100
Aerodynamic Multiplier
March 1999
April 1999
25-7183
March 1995
25-7094
February 1996
25-7496
April 1996
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 2 of 7
2.2 SUBMITTED EVIDENCE:
Test Asency
Walker Engineering, Inc.
Walker Engineering, Inc.
Farabaugh Engineering and
Testing Inc.
Farabaugh Engineering and
Testing Inc.
Farabaugh Engineering and
Testing Inc.
11
06-11
79-11
Test Name/Report
25-7584
25-7804b-8
25-7804-4 & 5
25-7848-6
Two Patty Adhesive Set System
TAS-108
TAS-108
TAS-108
Date
December 1996
April 1999
10/05/11
10/04/11
09/23/11
3. LIMITATIONS
3.1 Fire classification is not part of thi i acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product
Control office for review.
3.4 Minimum undeelayment shall be in compliance with the applicable Roofing Applications Standards Iisted
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the undeelayment material manufacturers published literature.
3.6 This. acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
3,7 All products listed herein shall h ve a quality assurance audit in accordance with the Florida Building,
Cade and Rule 61 G20-3 of the Florida Administrative Code.
i
NOA No.: 15-0721.04
MfAMI•DADi COUNTY Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 3 of 7
4. INSTALLATION
4.1 Plantation Roof Tile and its corn
Standard RAS 118, RAS 119 and
4.2 Data For Attachment Calculations
ats shall be installed in strict compliance with Roofing Application
120.
Table 1: Average
Weight (W) and Dimensions (I x w )
Tile Profile
Weight-W
(Ibf)
Length-[ (ft)
Width-w (ft)
Plantation Tile
11.61
1 1.375
1.08
Table 2: Aerodynamic
Multipliers - I (ft3)
Tile
Profile
I (ft3)
Batten Application
X (ft3)
Direct Deck Application
Plantation Tile
1
0.267
0.289
Table 3: Restoring
Moments due to Gravity - M (ft-Ibf)
Tile
1
Greater than
Profile
2": 12"
3"• 12" I 419• 1211
5"• 12"
6": 12"
7": 12"
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Deck
Deck
Deck
Deck
Deck
Deck
Plantation
7.22
7.91
6.85
7.79
6.75
7.67
6.61
7.52
6.44
7.32
6.26
7.04
Tile
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 4 of 7
Table 4:, Attachment Resistance
Expressed as a Moment - Mr (ft-ibf)
For Nall -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(Min 15132"
(Min. 19132"
plywood)
plywood)
Plantation Tile
2-10d Ring Shank
30.9
38.1
17.2
Nails
1-10d Smooth or
7.3
9.8
4.9
Screw Shank Nail
2-10d Smooth or
14.0
18.8
7.4
Screw Shank Nails
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or
24.3
24.3
24.2
Screw Shank Nail
Field Clip)
1-10d Smooth or
19.0
19.0
22.1
Screw Shank Nail
Eave Clip)
2-10d Smooth or
35.5
35.5
34.8
Screw Shank Nails
Field Clip)
2-10d Smooth or
31.9
31.9
32.2
Screw Shank Nails
Eave Clip)
I
2-10d Ring Shank
50.3
65.5
48.3
Nails'
1 Installation with a 4" the
headlap and fasteners aye
located a minimum of 2W from the head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-ibf)
For Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Plantation Tile
Adhesive
31.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weights per patty 13.9 grams.
3M- 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams.
�s�lstan E' g else s a`M61 n --(:ft-1 R
Y
Table 6 AttacflmenAnkagoe
or SPatty IT sive Set Systems
Tile Profile
Tile Application
Minimum Attachment Resistance
Plantation Tile
3M- 2-Component Foam Roof Tile Adhesive AH-160
118.94
3M' 2-Component Foam Roof Tile Adhesive AH-160
40.45
4 Large paddy placement of 45 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160
5 Medium'paddy placement of 24 grams of 3M- 2-Com orient Foam Roof Tile Adhesive AH-160.
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 5 of 7
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile Profile Tile Application Attachment
Resistance
See specific mort, r manufacturer's Notice of Acceptance.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following
statement: "Miami -Dade County Product Cont�ol Approved".
PLANTATION
OR
TEGRA
OOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in order to properly
evaluate the installation of this system.
MIAM4DADE COUNTY NOA No.: 15-0721.04
Expiration Date:12108/20
Approval Date: 11/05/15
Page 6 of 7
NOA No.: 15-0721.04
MIAr+IflA®uNn Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 7 of 7
� u �� �iaVv�
MIAM!•DADE
a
DEPARTMENT OT REGULATORY AND ECONOb
BOARD AND CODE ADNIINISTRATION 14VISIOi
NOTICE OF ACCEPTANCE (NO
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL 32832
RESOURCES (RER)
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
wrnv.miamidade.gov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material"i4ils to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is ' determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 119060 Thermally Broken" Outswing Aluminum Casement Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 08-01902, titled "9060 Casement Single & Twin Window -
Large Missile Impact", sheets 1 through 13 of 13, dated 01/14/13, with revision E dated 09/22/14, prepared.
by manufacturer, signed and sealed 'by Luis R. Lomas, P.E., bearing the Miami -Dade County Product
Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami —
Dade County Product Control Section 1
MISSILE IMPACT RATING: Lange and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement,: "Miami -Dade County Product Control Approved", unless ofhenvise
noted herein,
RENEWAL of this NOA shall be cc
no change in the applicable building c
TERMINATION of this NOA will <
iri'fhe materials, use, and/or manufact
of any product, for sales, advertising
to comply with any section of this NO
idered after a renewal application has been filed and there has been
negatively affecting the performance. of this product.
air after the expiration date or if there has been a revision or change
of the product or .process. Misuse of this NOA as an endorsement
any other purposes shall automatically terminate this NOA. Failure
shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date mayl be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its intirety.
INSPECTION: A copy of this entire NOA 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-Of£tcial.
This NOA revises NOA# 13-0129.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
, �' NOA No. 14-0305.03
Expiration Date: August 08, 2018
V .October 23, 2014
-' Page 1
WinDoor, Inc.
A. DRAWINGS
1. Manufacturer's die drE
2. Drawing No. 08-019
Missile Impact", she(
09/22/14, prepared by
B. TESTS
1. Test reports on: 1) A:
2) Uj
3) W
4) LE
5) C,
6) R
along with marked -
aluminum casement
Inc., Test Reports Nc
signed and sealed by
(Submitted under pr
C. CALCULATIONS
1. Anchor calculations
04/19/13, 02/25/14 at
(Submitted partly un
2. Glazing complies wit
D. .QUALITY ASSURANCE
1. Miami -Dade Depart
CE:
wings -and sections.
)2, titled - "9060 Casement Single & Twin Window - Large
is 1 through 13 of 13, dated 01/14/13, with revision E dated
manufactur6r, signed and sealed by Luis R. Lomas, P.E.
Infiltration Test, per FBC, TAS 202-94
form Static Air Pressure Test, Loading per FBC, TAS 202-94
ter Resistance Test, per FBC, TAS 202-94
ge Missile Impact Test per FBC, TAS 201-94
Jic Wind Pressure Loading per FBC, TAS 203-94
and Entry Test, per FBC 2411.3.2.1, and TAS 202-94
p drawings and installation diagram of a thermally broken
vindow, prepared by National Certified Testing Laboratories,
NCTL-210-3832-2A and NCTL-210-3832-3A, dated 01/10/13,
1 J. Ferrara, P.E.
NOA# 13-0129.25)
and structural analysis, complying with FBC-2010, dated
1 10/02/14, prepared, signed and sealed by Luis R. Lomas, P.E.
?r previous NOA No.13-0129.25)
ASTM E130044
t of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite© PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Se rtryGias ie Interlayer" dated 08/25/11, expiring on 01/14/17.
3. Test Report No. ATI-61261.01-106-18, prepared by .Architectural Testing, Inc.,
dated 12/13/05, revised dated 01/04/06, issued to Technoform, for their I : Sttut
Thermal Barrier, plastic per ASTM D635-03 "Standard Test Method for Rate of
Burning and/ or Extent and Time of Burning of Plastics in a Horizontal Position" and
ASTM D2843-99 "Standard Test Method for the Density of Smoke fi-om the Burning
Decomposition of Plastics", signed and sealed by Allen N. Reeves, P.E.
(Submitted under previous NOA# 13-0129.25)
j Mauuglr z,1?:.
Product Control E anihier
NOA N'b:--0305.03
Expiration Date: August 08, 2018
Approval Date: Octobet23,2014
EI
WinDoor, Inc.
E. MATERIAL CERTIFICATIONS (coxTnvuED)
4. Test Report No. ETC-08-1043-20974.0, prepared by ETC Laboratories, Inc., dated
07/01/08, issued to T-,chnoform, for their I —Strut Thermal Barrier Plastic PA 66 GF25
per ASTM D1929-96 (2001) "Standard Test Method for Ignition Properties of
Plastics", signed by Gurijinder Dliami, Dir.
(Submitted tinder pr�vious NOA# 13-0129.25)
5. Test report No. ETC, —07-1043-19094.0, prepared by ETC Laboratories, Inc., dated
02/18/08, issued to Technoform Bautec N.A., Inc., for their 18.6mm Flat I —Strut
Thermal Barrier/ ETC07021 per ASTM D638-03 "4500 exposed Xenon Arch"&
tensile strength ASTM D638-03 "Tensile Strength" and per ASTMD G26 96
"Practice for Operating Light —Exposure Apparatus (Xenon Arc Type) With and
Without Water for Exposure of Nonmetallic Materials", dated 03/06/08, signed and
sealed by Joseph Lab ora Doldan, P.E:
(Submitted under previous NOA# 13-0129.25)
6. Technoform Bautec N.A., Inc. Part No. 968600 18.6mm Flat I —Strut Thermal Barrier
Plastic PA 66 GF25 complying with ASTM D3418-03 "Standard Test 11lethod for
Transition Temperatures and Enthalpies of Fusion and Crystallization of Polymers by
Differential Scanning Calorimetric ", ASTM D792-03 "Standard Test Methods for
Density and Specific Gravity (Relative Density) of Plastics by Displacement", ASTM
D2240-05 "Standard Test Method for Rubber Property—Durometer Hardness" and
ASTM D638-03 "4500 exposed Xenon Arch & Tensile Strength ".
(Submitted underprevious NOA# 13-0129.25)
F. STATEMENTS
1. Statement letter of ,onformance, complying with FBC-2010, and of no financial
interest, dated 01/17/13, issued, signed and sealed by Luis R. Lomas, P.E.
(Submitted under prvious NOA# 13—#129.25)
2. Laboratory compliance letter for Test Reports No. NCTL-210 3832-2A and NCTL-
210 3832 3A, issuer, by National Certified Testing Laboratories, Inc., dated 01/10/13,
signed and sealed by Gerard J. Ferrara, P.E.
(Submitted under previous NOA# 13-0129.25)
G. OTHERS
1. * Notice of Acceptance No. 13-0129.25, issued to WinDoor, Inc. for their Series "9060"
Thermally Broken Aluminum Casement Window — L.M.I., approved on 08/08/13 and
expiring on 08/08/181.
t Manueki'� e , P.E.
r Product Con rol Ex miner
NUK i� .-0305.03
Expiration Date: August 08, 2018
Approval Date: October 23, 2014
E-2
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WOOD FRAMING, 2X WOOD BUCK, 1X WOOD BUCK AND MASONRY OPENING TO BE DESIGNED
AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY
OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2X WOOD
BUCK TO BE PROPERLY SECURED.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED
THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION
INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE
OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
--MANUFACTURER'S—PUBLISHED- INSTALLATION —INSTRUCTIONS. —
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS CAPABLE OF SUSTAINING
APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: ALUMINUM 6063—T6.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 4 FOR GLASS OPTIONS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH 7/8"
MINIMUM EDGE DISTANCE AND SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM
EMBEDMENT 114TO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
I REV I DESCRIPTION I DATE I APPROVED 1
D REVISED ANCHOR LOCATIO14S AT JAMBS 01/06/14 R.L. I
E REVISED PER MD COMMENTS 09/22/14 R.L.
15. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ITW BUILDEX TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM
EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING GRADE 5 SCREWS
WITH 1" MINIMUM EDGE DISTANCE AND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
18. 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 BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
CORNER CONSTRUCTION:
1. FRAME CORNERS ARE ASSEMBLED USING TWO
CORNER KEYS: EXTERIOR KEY (ITEM 25) AND
INTERIOR KEY (ITEM 26) SEE SHEET 6
2. SASH CORNERS ARE ASSEMBLED USING TWO
CORNER KEYS: EXTERIOR KEY (ITEM 25) AND
INTERIOR KEY (ITEM 24) SEE SHEET 6
TABLE OF CONTENTS
SIGNED: 0912512014
iHEET NO.
DESCRIPTION
P�RD�PIy ng;vuntu�Prodaa
Buildin8 Cade
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7
By (
Mironi ade ruducl'Co Uph
JJ!
7500AAISTFMAI,IDRIVE
WinDoor ORLANDO, FL 32832
INCORPORATED a wia+siuIZ nnvw.n�ndoorinc.com
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1
NOTES
2 — 4
ELEVATIONS AND CHARTS
r 5
GLAZING DETAILS AND B.O.M.
9060 CASEMENT SINGLE & TWIN WINDOW
LARGE MISSILE. IMPACT
NOTES
6
CROSS SECTIONS
7 — 10
INSTALLATION DETAILS
DRA19N:
L.
01IG NO.
OB 02
REV
E
1HARDWARECOMPONENTS
T
12 13
LAYOUTS
GAE NTS DATE O1 /14/13 50"EET OF 13
4 1 /2" MAX 14" MAX
4 1/2" MAX
�j
18 3/4"
MAX.
O.C.
ANCHORS TO BE EQUALLY
SPACED FOR NUMBER OF
ANCHORS REQUIRED SEE
CHARTS ON THIS SHEET \
18 3/4" MAX. \
8" MIN.
44 1/� \
A
-i
29 1/4" D.L.O.
35" PANEL WIDTH
9060 CASEMENT WINDOW SINGLE
EXTERIOR VIEW
DESIGN PRESSURE RATING
IMPACT RATING
+100.01-140.OPSF
LARGE
MISSILE IMPACT
76 1/4"
MAX
D.L.O.
82"
PANEL
HEIGHT
84"
MAX
FRAME
HEIGHT
NOTE.
NO INSTALLATION
ANCHORS AT SILL.
DESIGN PRESSURE RATING
IMPACTRATING
t90.OPSF
LARGE
MISSILE IMPACT
WITH GLAZING A ANDI WIND
CHARTS 1 & 2) MISSILE
l H GLAZINGLC AND WIND
CHAR S 3 & )
REV I DESCRIPTION I DATE APPROVED
D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L.
E REVISED PER MD COMMENTS 09/22/14 R.L.
CHART#t
Series 9060 Casement Single Window
with SENTRYGLAS interlayer (Glazing A and B)
Maximum design pressure capacity chart (psi)
e
t
Frame width (in)
24.0
30.0
36.0
37.0
Pas
NegPos
Meg
Pos
Meg
Poll
Neg
100.0
160.0
100.0
160.0
100.0
160.0
100.0
160.0
100.0
150.0
100.0
160.0
100.0
150.0
100.0
160.0
100.0
150.0
100.0
150.0
100.0
160.0
100.0
150.0
E�2,j
100.0
160.0
100.0
150.0
100.0
160.0
100.0
150.0
100.0
150.0
100.0
160.0
100.0
160.0
100.0
150.0
100.0
15D.0
100.0
160.0
100.0
150.0
100.0
160.0
100.0
160.0
100.0
150.0
100.0
160.0
100.0
160.0100.0
160.0
100.0
150.0
100.0
149.8
1DD.D
146.9
100.0160.0100.0
160.0
100.0
145.0
100,0
143.1
100.0
150.0
10D.0
160.0
1 100.0
1 14Z,8
I 100.0
1 140.0
CHART #2
Number of anchors locations required for single units
glazed with SENTRYGLAS Inferlayer (Glazing A and B)
Frame
Frame wldfh(ln)
(in)
Height0324
0
Jamb
20.0
36.0
amb
37.0
Head
Jamb
30103
3
3
3
36.03
3
3
3
42.03
3
3
4
46.04
i3176
4
3
4
64.04
6
3
b
60.04
6
3
6
66.06
8
3
8
72.0
3
6
6
13
6
78.
1 3
6
3
6
3
6
13
7
84.0
1 3
6
3
6
3
7
1 3
1 7
CHART #3
Series 9060 Casement Single Window
with PVB Interlayer (Glazing C and D)
Maximum design pressure capacity chart (psf)
Frame
Height
Frame w/dfh (in)
24.0
30.0
36.0
37.0
(in)
pos
Meg
Pos
Meg
Pos
Nag
Pos
Meg
30.0
80.0
80.0
90.0
80.0
80,0
80.0
90,0
90.0
36.0
00.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
42.0
9D.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
48.0
9D.0
90.0
90.0
90.0
90.0
90.0
00.0
90.0
64.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
60.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
66.0
80.0
90.0
90.0
00.0
90.0
90.0
90.0
90.0
72.0
00.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
78.0
00.0
1 90.0
1 00.0
180.0
00.0
00.0
90.0
90.0
84.0
911)
1 90.0
1 80.0
1 90.0
1 90.0
-90:0--90:0-
CHART #4
Number of anchors locations required forsingle units
glazed with PVS Interlayer(Glazing C and D)
Frame width (in)
Z4.0
Head
Jamb
30.0
Head
Jamb
36.0
Head
Jamb
37.0
Head
Jamb
3
3
3
3
3
3
3
3
k
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
60.0
3
5
3
6
3
6
3
5
72.0
3
6
3
5
3
5
3
6
78.0
3
5
3
5
3
6
3
5
84.0
3
5
3
5
3
6
3
5
SIGNED: 0912512014
WinDoor 7500A11dsI RDAMDRIVH
\5 1111111�7
PRODUCT REVISED
M
ORLANDO, FL 32832
\\ fi. L 0,t��/
\\ ,/
'•7�l//
colllplyin6\Vitt the Florida
OuilJing Coda
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INCOPm8WAl,0506 Nmgv.w9ndoad.ec..
\J\ ••
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Acceptance No 1Q-2
E.. imtiwlDate
=•k• 0,�61261 =
9060 CASEMENT SINGLE & TWIN WINDOW
D7 i
LARGE MISSILE IMPACT
plc
Mlai� cede Pmdud cat,trol
ELEVATIONS
;TAT
(/ (
�0��( '�COR1Q�:•\�'���
�iiisS�ONA �
DRAWN:
DI'IDNO.
08 E902
Ed
50
SCALE DATE
NTS 01/14/13 2 OF 13
74" MAX FRAME WIDTH
MAX
12 11/16"
7 1/8" MAX
//�q�\
4 1/2" MAX MAC. \c
lfi"I CMULL LUSTERAD 4 1/2" MAX
4 1/
15 3/4"
MAX.
O.C.
ANCHORS TO BE EQUALLY
SPACED FOR NUMBER OF
ANCHORS REQUIRED SEE
CHARTS ON SHEET 4
T -
15 3/4" MAX.
4 1/2" FIXED
/
/
/
/
/
/
/
3"MAX
_ 29 5/8" 6"MAX
MAX D.L.O. 9"MAX
35" PANEL WIDTH
9060 CASEMENT WINDOW TWIN
EXTERIOR VIEW
DESIGN PRESSURE RATING
IMPACTRATING
+90.OPSF
LARGE
MISSILE IMPACT
64 1/4"
—MAX-
D.L.O. 70„
PANEL
HEIGHT
72"
MAX
FRAME
HEIGHT
MULL SILL CLUSTER
FOR NUMBER OF ANCHORS
REQUIRED SEE CHARTS
IN SHEET 4.
DESIGN PRESSURE RATING
IMPACT RATING
±90.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
WITH GLAZING A AND B (SEE CHARTS 5 AND 6) WITH GLAZING C AND D (SEE CHARTS AND 7ANO 8)
REV I DESCRFIION I DATE APPROVED
D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L.
E" REVISED PER MD COMMENTS 09/22/14 R.L.
��%1i y SIGNED: 0912512014
PRODUCT REVISED YY 001 7500 ORRLANDO,�szDRXE p 32 \\��5 1R ll j/
as complying with the Florida INCORPORATED rma aT.�s�a.m \\\J\ '.�9
Bnildtng Code P,ca.48].M w—mrindoorinc.— V •��CENS tSr �i
Acceptance No = \' F
Ea imtionDate jEj 9060 CASEMENT SINGLE & TWIN WINDOW = * (D I * =
By LARGE MISSILE IMPACT �,9 q—
Mi Dade product n}ra4 ELEVATIONS "� , STAT 'OF-.tzz
i DRAWN: MID NO. REV ,O�Z<' O-`P
SCALE DATE 08 501902 E /11JA" \\\\\\\
NTS 01/14/13 3 OF 13
CHART 115
Series 9060 Twin Window with SENTRYGLAS Interlayer
(Glazing A and B)
Maximum design pressure capacity chart (psi)
Frame
Frame Width (In)
Height
48.0
1 56.0
4.0
72.0
74.0
(in)
Pos
Neg
Fes
Nag
Nag
Pas
Nag
Pas
Meg
20.0
100.0
120.0
100.0
120.0
120.0
100.0
120.0
100.0
120.0
36.0
100.0
120.0
100.0
120.0
120.0
100.0
120.0
100.0
120.0
42.0
100.0
120.0
100.0
120.0
r99.4
120.0
100.0
120.0
100.0
1200.
48.0
100.0
120.0
100.0
120.0
120.0
100.0
120.0
100.0
120.0
54.0
100.0
120.0
100.0
120.0
120.0
100.0
120.0
100.0
120.0
60.0
66.0-
100.0
-100.0
120.0
-120.0
100.0
-100.0-
120.0
-120.0-
120.0
A11.3
100.0
-100.0-
117.6
-103.1-
100.0
-100.0
116.0
401.4
720
100.0
120.0
100.0
109.7
99.41
91.6
91.6
90.0
90.0
CHARTN7
Series 9060 Twin Window with PVB Interlayer(Glazing C and D)
Maximum design pressure capacity chart (psO
Frame
Height
Frame Width (in)
46.0
66.0
64.0
72.0
74.0
(In)
Pas
Nag
Pea
Nag
Pas
Nag
Poe
Nag
Pea
Nag
30.0
90.0
90.0
90.0
90.0
90.0
90.6
90.0
90.0
90.0
90.0
36.0
90.0
90.0
90A
80.0
90.0
90.0
90.0
90.0
90.0
90.0
42.0
90.0
90.0
90.0
9D.0
90.0
90.0
90.0
90.0
90.0
90.0
48.0
90.0
00.0
90.0
00.0
90.0
90.0
90.0
90.0
90.0
90.0
54.0
90.0
90.0
90.0
00.0
00.0
90.0
90.0
00.0
90.0
90.0
60.0
90.0
90.0
90A
90.0
00.0
90.0
90.0
90.0
90.0
90.0
06.0
00.0
90.0
00.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
72.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
REV I DESCRIPTION DATE APPROVED
D REVISED ANCHOR LOCATIONS AT JAMBS 01 /06/14 R.L.
E REVISED PER MD COMMENTS 09/22/14 R.L.
CHARTg6
Series 9060 Casement Twin Window with SENTRYGLAS Interlay6r (Glazing A and B)
Number of anchor locations required
' Frame wld(h (in)
48.00
56.00
64.00
72.00
74.00
L36.00
Head
Jamb
Mull
head
cluster
Mull
sill
cluster
Head
Jamb
Mull
head
cluster
Mull
sill
cluster
Head
Jamb
Mull
head
duster
Mull
sill
cluster
Head
Jamb
Mull
head
cluster
Mull
sill
cluster
Head
Jamb
Mull
head
cluster
Mull
sill
cluster
2
3
4
4
4
3
4
4
4
3
4
4
4
3
4
4
4
3
4
4
2
3
4
4
4
3
4
4
4
3
4
4
4
3
4
4
4
3
4
4
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
64.00
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
-60.00-
-2-
-6-
-4-
- 4--
-4-
---6--
-4-
-4-
-4-
-6-
4-
4-
4
5
4_
a
_4 _
-6
4
8
68.00
2
6
- 4
4
4
6
4
4
4
6
4
4
1 4
5
4
6
4
5
4
6
72.00
2
5
4
4
4
fi
4
4
4
5
4
4
4
5
4
4
4
6
4
4
CHART g8
Series 9060 Casement Twin Window with PVB Interlayer (Glazing C and D)
Number of anchor locations required
Frame width (In)
Frame
48.00
66.00
1 64.00
72.00
74.00
Height
(in)
Head
Jamb
Mull
head
cluster
Mull
sill
cluster
Head
Jamb
Mull
head
cluster
Mull
sill
cluster
Head
Jamb
Mull
head
cluster
Mull
sill
cluster
Head
Jamb
Mull
head
cluster
Mull
sill
cluster
Head
Jamb
Mull
head
cluster
all
Mull
cluster
30.00
2
3
4
4
4
3
4
4
4
3
4
4
4
3
1 4
4
4
3
4
4
36.00
2
3
4
4
4
3
4
4
4
3
4
4
4
3
4
4
4
3
4
_ 4
42.00
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1 4
1 4
4
4
48.00
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
54.00
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
60.00
2
5
4
4
4
5
4
4
4
6
4
4
4
5
4
4
4
5
4
4
66.00
2
6
4
4
4
6
4
4
4
6
4
4
4
5
4
4
4
5
4
4
72.00
2
6
4
4
4
6
4
4
4
6
4
4
4
6
4
4
4
5
4
4
7500 AMSTERDAlv1 DRIVE
PRODUCI'RRVISBD WinDoor ORLANDO, FL 32832
as complying with the Florida INCORPORATBD ems: wT.relswo
BuildingCode �-b�� D P,zimaslAw5 %%�vvurindoorincxom
Acceptance No _
F'pimlion Dale v2 9060 CASEMENT SINGLE & TWIN WINDOW
By, LARGE MISSILE IMPACT
bdi � i Dade Produc Cm ELEVATIONS
!/ DRAVIN: DVI0 NO. RE
V. L. 1 08-01902
SCALE NTS JDAr 01/14/13 IsHEE14 OF 13
SIGNED: 0912512014
R. I I Lo��i/i
��r •��pENS�•gcA��
1k 0
a ITAT���
�w
��'t`�' �,� Q R10a • �A�:
����SS�aNAilEac�\��
0. PART NUMBER DESCRIPTION MANUFACTURER I MATERIAL REV DESCRIPTION DATE APPROVED
1 906OA02 FLUSH FRAME ASSEMBLY KEYMARK ALUMINUM 6063-T61 D REVISED ANCHOR LOCATIONS AT JAMBS 01/06/14 R.L.
2 9060A04 FLANGE FRAME ASSEMBLY KEYMARK ALUMINUM 6063-T6 E REVISED PER MD COMMENTS 09/22/14 R.L.
3 9060A01 SASH ASSEMBLY KEYMARK ALUMINUTA 6063-T6
4
9060A03
COMMON POST .
KEYMARK
ALUMINUM 6063-T6
PARTS LIST
5
S51989
HORIZONTAL SCREEN ADAPTER
KEYMARK
ALUMINUM 6063-T6
NO.
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
6
S51990
VERTICAL SCREEN ADAPTER
KEYMARK
ALUMINUM 6053-T6
41
#10 X 3/4" & #10 X 1 1/4" PFH
7
H50/0-55-0521
ENCORE DUAL ARM! OPERATOR
TRUTH
42
131112
#10 X 3" PPH SELF -DRILLING
8
H50/0-55-0522P
ENCORE DUAL ARM OPERATOR
TRUTH
43
HEAD & SILL INNER-SCREYIS
9
12510.00.0520
STUD BRACKET LEFT HAND HINGE
TRUTH
44
01-100-7755-002
NEOPRENE GLASS SHIMS
FRANK LOWE
DUROMETER 80
10
12511.00.0520
STUD BRACKET RIGHT HAND HINGE
TRUTH
45
SIKAFLEX 552
POLYURETHANE
SIKA
SEALANT
11
64.59.00.201
14.10 1'IASHABILITY HINGE
TRUTH
46
966600
THERMAL STRUT
TECHNOFORIA
POLY AMIDE
12
24.30.XX.004
LOCK ASSEMBLY
I
TRUTH
13
23050.00.0500
LOCK SUPPORT PLATE
TRUTH
14
9000LH-HD
KEEPER LEFT HAND - HD
SELJAN
15
9000RH-HD
KEEPER RIGHT HANG — HD
SEEJAN
11914
TIE BAR 6 POINT
TRUTH
11914
TIE BAR 5 POINT
TRUTH
12075POOl
TIE BAR GUIDE
TRUTH
900130
FRAME & SASH SNUBBER
ROTO
H1579-SS-0520P
OPERATOR TRACK & SLIDER ASSY
TRUTH
S46329
GLASS STOP 7/16" - 9/16"
KEYMARK
S46084
GLASS STOP 1"
KEYMARK
TP1051
16 GLAZING VINYL
TEAM PLASTICS
FS07438
INTERIOR SASH CORNER KEY
KEYMARK
FS07440
SASH & FRAME CORNER KEY
KEYMARK
FHO7439
EXTERIOR FRAME CORNER KEY
KEYMARK'
FH07574
SCREEN FRAME
KEYMARK
FH05838
SCREEN FLANGE FRAME
KEYMARK
SIOOIO-BL-220OR
SCREEN SPLINE
TEAM PLASTICS
SBV-XX-060OZ
SCREEN CLOTH
PHIFER
OEZ 375
O-LON FOAM FLAP SEAL
SCHLEGEL
54076
1'IEATHERSTRIP
LAUREN MFG.
54578
WEATHERSTRIP
LAUREN MFG.
121998
.187"X.200" FIN SEAL
ULTRA FAB
131018-6
#8 X 3/8" PPH
#8 x 1/2" PFH
#8 X 1/2" PPH
131118
#8 X 1 1/4" PPH
131113
#10 X 1/2" PPH
LOCK HANDLE
7/16 -
3/16" HS-
.090" SENTRYGLAS BY DUPONT
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9 I PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES (RER) Miami, Florida M 175-2474
BOARD AND CODE ADMINISTRATION 1.1VISION T (786) 3I5-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Amarr Garage Doors
125 Carriage Court
Winston-Salem, NC 27105
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to
16'-0" Wide (DP +45.8, -49.3 PSF) 1
APPROVAL DOCUMENT: Drawing No. IRC-9516-169-26, titled "Model 950 Heritage & Model 655 Oak
Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated
03/1412003, with revision C dated 02/04/2013, prepared by Amarr Garage Doors, signed and sealed by
Tomas L. Sheltnerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence,
Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing reference number, approval number (NOA), the applicable test standards, and
the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side
track, bottom angle, or inner stuTace of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for htspection at the jolt site at tite request of the Building Official,
This NOA revises and renews NOA1 # 12-0228.14 and consists of this page 1 and evidence page E-1, as well
as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No 13-0503.08
Expiration Date: September 4, 2018
Approval Date: August 8, 2013
Page I
Amarr Garage Doors
CE OF
A. DRAWINGS
1. Drawing No. IRC-951(
GA) 1000, 2000, Short,
03/14/2003, with revisit
seated by Thomas L. Sl
B. TESTS
1. Test report on Evaluati
Environments per AST
Report No. C5463.01-1
2. Test reports on 1) Unif
2) Lar
C. CALCULATIONS
1. Anchor calculations
sealed by Thomas L.
2. Anchor calculations
sealed by Thomas L.
D. QUALITY ASSURANCE
1. Miami -Dade Denartin
169-26, titled "Model 950 Heritage & Model 655 Oak Summit, (24
.-ong, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated
a C.dated 02/04/2013, prepared by Amarr Garage Doors, signed and
slmerdine. P.E.
g
e
by Structural Solutions, P.A., dated 04/1112013, signed and
dine, P.E.
by Structural Solutions, P.A., dated 02/09/2012, signed and
dine, P.E. "Strbntitted under NOA # 08-0718.03"
of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by
Structural Solutions, PA., dated 04/11/2013, signed and sealed by Tomas . Shelmerdine, P.E.
Carlos M. Utrcra, P.E.
Product Control Examiner
NOA No 13-0503.08
Expiration Date: September 4, 2018
Approval Date: August 8, 2013
I E-1
7' 16
12 G
AT'
3/
43 14GA DURASAFE ROLLER
CARRIERS ATTACHE➢ TO R-TRUSS
W/ (2) 1/4' x 3/4' HEX
HEAD SCREWS PER CARRIER
5 1/E9L % IB GA (5'/ V�Y
R-TRUSS) ATTACHED V/(4)//
1/4' X 3/4' HEX HEWS
SCREWS
TYPICAL DURASAFE END HIN
SYP MOULDING 20 GA.
W FLEXIBLE SEAL AT TA
3 3/4• MIN. (SUPPUEO BY INSTALLER)
SIDERDOM I`- T
l (7) 20 GA CENTER STILES
ATTACHED WITH (2)
'TOG-L-LOC AT THE TOP
AND
BOTTOM RAIL AND A➢HESIVE
TO INTERIOR FACE
-(1) 1/4-20 x 5/8'TRACK 5 1/2'M % 16 GA (5' CONT. VERTICAL JAMB
SPLICE BOLT AND NUT PER R-TRUSS) SOUTHERN YELLOW
JAMB BRACKET (NO. 2 OR BET
TRACK MOUNTING DETAIL
N.T.S.
Tim
(7)
INSIDE ELEVATION
N.T.S.
-14 GA DURASAFE
END HINGE ATTACHED
V/ (2) 1/4• x 3/4'
HEX HEAD SCREWS
-14GA DURASAFE TWO (2) ROWS OF
ROLLER CARRIERS ATTACHED THREE (3) VENTS
TO ENO STILE V/ (31 114• x 3/4, EWALS 15 SO. INCHES
HEX HEAD SCREWS PER CARRIER
SLIDE LUCK ENGAGES INTO VERTICAL
TRACK ON BOTH SIDES 3/8' HIM
ENGAGEMENT (SNAP LATCH, OR LOCK
BAR OPTIONAL) ATTACH V/(2) 1/4' x
3/4'HEX HEAD SCREWS
GE 3
GALV. STEEL END STILE 5/16' x 1 3/6' LAG
NED WITH (7) TOG-L-LOC CREV (D PER
TO DOORS SKIN AND (2) JAMB BRACKET
AT THE TOP AND 3' 20G1 STRUT
BOTTOM RAIL ATTACHED W/
(1) 7/I0' DIA (2) 1/4' X 3/4'
BOLT RETANER HEX HEAD SCREWS
PER ROLIER AT END AND CENTER
STILES
p...
: 2. 10 BALL
2' GALV. STEEL TRACK STEEL HURRICANE
TRAP( THICKNESS 083 O-LER V/5• HIN STEM
I& DURASAFE
41ER HINGE ATTACHED
(4) 1/4' x 3/4'
( READ SCREWS
2- THICK
7- 16 GA END CAP BENINI
TOP AND BOTTOM FIXTURE:
24 CA MIN EXTERIOR SKIN
./BAKED ON POLYESTER FINISH
TYPICAL STI
H.T.S.
E 1) ON PAGE 3
SPACING
S (7)
E HOLE(S)
ONLY
3 GA FLAG RRACKET ATTACHED TO WOOD
12 GA COMMERCIAL
JAMB
V/ 13) 3116 SUL % 1-5/8' LAG BOLTS AND TO
/fDP i7 TTARE ATTACHE➢ V/
/ (4) 1W x 3/4' HE% HEAD
TRACK V/ U) 1/4'-EO x 5/8 TRACK SPLICE
BOLTS ANO NUTS
/SCREWS ADJUSTABLE SLIDE
III CKET ATTACHED V/(2)
I/4' x 1/2' BOLT ANO NUTS
\J
VIA
SPUCE TRACKS AT THIS LOCATION
W/ 4) 1/4'-20 TRACK SPUCE BOLTS &
SE RE TO JAMB Wi1N (J) 5/18' DIA z 1
uc Bats
s
(SPLICE)
(1) 5/ID' DIA z 1-5/8'
LAC BOLT ATTACHED TO JAMB
AT EA JAMB BRACKET
(1) R-TRUSS
PER SECTION
12 CA STEEL
- G
RACK
JAMB BRACKETS
(TF(ROUGFO
ATTACHED W/ (1) 1/4 -20
TRACKSPUCE BOLT &NUT
SEE (TABLE 3) ON PAGE 3
FOR JAMB BRACKET SPACING
CONFIGURATION FOR 6'6' UI
STILES �� ���• IV DESNIM OF F2WSTJNS DATE DT
IT. STEEL RETAINER A IIIEMITO+YJ2TDIIDG MM0&FG5AGl0 06/II/08 SXX
V/ BOTTOM SEAL
B GnUMFICZ0 10/I8/11 DRC
SECTION A —A (SIDE VIEW) c eOIDSTNITTOBOIAISCW+ Oa/Ot/II IaR
H.T.S.
AX SIZE
PR011UCPREVISED A18' X 14' m �°°neSHfa�a
wiaLLhFlaw °+3a eLPs�'ENgMF•¢d�w/2�
P� AWDNo ✓7 -6.SQ vvS• —49.3 PSF 4 0���••• V lc t A°
d Q 004f35 9 z
By "` lk� 1 k'• c v
M1mti Pnd11(f
-g- STATE OF �4/0 4'
�- O
LARGE MISSLE� c �� �� P,•t� w� ^�
16 GA END CAP BEHIND IMPACT C �•� •
AND BOTTOM
FIXTURES RESISTANCE E� °�eoSSj�NAr-L��°°,`�
LARGE MISSLE� FL��,, °eeeesel°°°q
5X3/4'
MPACT RESISTANT 2�
163 CARRIAGE COURT VINSTON-SALEN, ILQ 27105 WVA%URR.CDM
MODEL 950 HERITAGE (24 GA) 1000, 2000
ED MODEL 055 OAK SUMMIT (24 GA) IODO, 2000
SHORT, TANG, FLUSH, AND OAK SUMMIT PANES
97E DRAV4 BY DU DATE OS/12/01 DRAY02C mm
6 aa(AmBr uF DATE ol/H/al IRC-9516-169-26
=1 of J
PEClFICA710NS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+366.4 LBS/FT & -394.4 LBS/FT
3. DOOR AND HARDWARE WALL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLYESTER FINISH
5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 5 1/2" R-TRUSS PER SECTION & (2) 3" 200A STRUTS AT BOTTOM SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE;5
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING
OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS
NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE
CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM
E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE
MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE
--- ---TEST-REPORTS-WITH-CONFIRMATION-THAT-THE-SPECIMENSSYERE
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION
FACILITIES. AND A NOTARIZED STATEMENT FROM THE
MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF
34.600 PSI OR MORE SHALL BE USED. TO MAKE DOOR PANELS FOR
DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
AVAILABLE TRACK CONFIGURATIONS
INTERIOR OF GARAGE
MAX. W10TH 16'0"
DESIGN LOADS
+366.4 LBS/FT SEE NOTE 2
-394.4 LBS/FT
WOOD JAMB ATTACHMENT TO STRUCTURE
5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 12' O.C. (1 1/2' EMBEDMENT)
P X 6 VERTICAL
iAHR ATTACHMENT TO 2.00
PSI CONCRETE
HILTI KV1K BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 12' O.C. 0 1/4' EMBEDMENT)
1TW/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 22' O.C. (2 1/2' EMBEDMENT)
P X 6 VERTICAL JAMB ATTACHMENT TO HCLLOW C-90 BLOCK
SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS
(3' APART) AT. 8' O.C. G 1/2' EMBEDMENT)
HILTI 1/4' X 2-3/4' KW1K-CON 11+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF
FASTENERS (3' APART) AT B' O.C. (1 1/4' EMBEDMENT)
P X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 PT OCK(2000 PSI GROUT)
HILTI SLEEVE ANCHOR 3/8' X 2-3/4- STARTING 6' FROM ENDS THEN 14' D.C. (1 1/4'
EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK)
.LAGS AND BOLTS CAN BE COUNTERSUNK 70 PROVIDE A FLUSH MOUNTING SURFACE,
.PREPARATION OF WOOD JAMBS BY OTHERS
4STRUCTURF
CONCRETE HOLLOW BLOCK GROUTED BLOC
Yr STRUCTURE STRUCTURE STRUCTURE
w
a
1I2-3/4' MIN 1-1/2' MIN 1 4'
2X6 JAMB
TYP. 3' MIN
By By Pn,duc{Cpmd
IDM OF 1R11S08 DATE BY
MlO2)72FB5MMR6&FG39OD 06AIM 901
1DTDFMMO 1D/IB/II BRO
9UETOB01➢H Bm 02104/131 RR
MAX S1ZE - cv
�ESCN LOADee�a5 eTT SH ep��i �„
+45.8 PSF dE �so��P.•�GEiV $F� jio 'US
-49.3 PSF = a Q• �. •• 2 r e 2
46: glo 0048 :� oto
E— 511�r STA7C OF ; ��e
ARGE MISSILE2v 'XIMPACT js �^
RESISTANCE E2 o"vr`0, :.. ... C!\�o,, 23
2 arr
165 CARRIAGE WAT VDISTDS-SALEM, N.C. 27105 VWAMNL7.COM
MODEL 050 TIRRITAGB (24 GA) 1000, 2000
MODEL 665 OAR SUMMIT (24 GA) 1000, 2000
SHORT, TONG, FLUSH, AND OAK SUMMIT PANELS
SMI DRAVI BY DLJj DATE N/11/OS DtiWAC INm
B txa®BT AIE DATE oT/u/o] IRO-9516-169-26
9TII 2 (F 3
IN
TABLE 1
DOOR
HEIGHT
STRUT SPACING (BASED ON RECOMMENDED SECTION
CONFIGURATION)
TOP
A
B
C
D
E
F
G
H
I
T
NoTw
41/2
5mu
17.1/2;;
35 m
53'I/2"
ti
0;1/2 ,
7'
41/2"
7"
171/2"
381/2"
591/2"
761/2"
8'
41/2"
7"
171/2"
351/2"
531/2"
71 1/2"
881/2"
;
17.1L2;:
$8_[(2 '
S2 I/2.:
7771I2
9'
4112"
7"
141/2"
321/2"
501/2"
681/2"
861/2"
1001/2"
9 6, N.4n1%2'
'$9-1/2';
10'
41/2"
7"
17 1/2"
381/2"
591/2"
771/2"
95112"
1121/2"
;1Q1 1/2'
., ,
1a64,[?`
11'
41/2"
7"
17 1/2"
351/2"
531/2"
71 1/2"
891/2"
107112"
124112"
„ ll 6
41%2'
7":,�
17 1/2:
38,1/2'_
59 1/2_
min"
�95F1/2„
1a;31/2,`,
. � . .:,,
13p,1I2,'";
12'
41/2"
7"
171/2"
381/2"
591/2"
801/2"
101 1/2"
1191%2"
1361/2"
;`:�26, _.,
4172 ,
,,„ 7_r�,
1,7,1/2;,
35.1/,2;,
531/2
71 1/2
•`8.91/2'
107,1/2'S'
1251/2',
142,1L2.
13
4 112"
7"
17 112"
38 112"
59 112"
77 1/2"
95 1/2"
113 1/2"
131 112"
148 1/2"
13
Q1,1l2
; �191(2.
1,7fi1/2
1:541/2":„
14'
4112"
1 7"
17 1/2"
38112"
591/2"
801/2"
101 1/Z'
1221/2"
1431/2"
1601/2"
TABLE 3
DOOR
TRACK ATTACHMENT
SPLICE
HEIGHT
A
B
C
D
E
F
G
H
I
J
K
L
M
N
S
66"
64
70°
7'
3"
14"
27"
3811
4611
5611
68"
76"
78"
82
8.
3
14
27'
38'
46
56
68
78
88
46
,561.,68
`88'!,
9
3
14
27
38
46
56'
68
78
88
100
14"
27"
38"
46"
56"
68"
78
88"
100"
112"
, L
1-
14,-:
iL
27
14
27
38
46
56
68
78
88
100
110
124"
:
14
27
38.;;;
46 ,
56,
68' ;
_7.888
i
:100
1,10'
120'
-
�,;
1,30 '14
M3""
27
38'
46"
56
68"
78
88
100
110'122
136'
14',;
;27!'
38"
46"
56'
68'
78
88;;
100
199'
122'
132
,,
142, s"
14"
27"
38"
46"
56"
68"
78"
88"
100"
114"
122"
134"
148"'.,
_14;
,27',
;38
46
56"
68"
78"
88';
:100'
1Q9'
122;;
134``
144
154', ;"
14"
27"
38"
46"
56"
68"
78"
88"
100"
114"
122"
134"
146"
160"
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP NO.2 OR BETTER ONLY
TABLE 4
3ecUm
Cenla Sine Laeauane
D.l-.s Lan Loft Edga
.Wldlh
P)
Pend Typo
1st
M)
2.1
M)
34d
M)
4N
Qn)
61h
ON
61h
M)
7"'
On)
10t0
SI
25.218
48AM
71.594
94.782
10i0
Lag
30.000
60.000
90.000
10',0
Bad
30.62560.@10
89.375
12.0
Shod
26.624
W812
72.000
05.188
118.378
1710
Lag
27.250
49.625
72.000
BC375
116.750
17.0
Brad
24.625
48.313
72.000
65.688
119.375
122
Shot
26272
49.636
73.000
963M
119.728
12:2 I
Lang 127.168
50.084
73.000
05.916
116.832
12;2
Bead
25.125
49.063
73.0W
9&S38
120.876
VA
Start
27.212
60.636
74.000
97.364
120.728
12:4
Long
28.168
51.084
MOW
96.916
119.832
12 4
Bead
25.025
49.813
74.000 1
98.188
122375
12:6
Shot
28.340
60.870
75.OD0 1
99330
123.660
12'6
Lag
27.340
51.170
75.000
98.830
122.660
17;6
Bead
26.175
50.563
7b.000
99.438
123.875
17:8
Sims
2T.340
61.670
70.000
100.330
124.680
1Z 8
Lag
28.200
62.100
7&000
8A800
123.800
17A
Brad
28.625
51.313
70.000
100.688
125.375
12,10
Shut
27.600
52.250
77A00
101.750
126.500
12110
29.200
63.100
77.000
100.900
124.800
12,10
Bad
27.126
52.063
77.000
101.938
126575
13'.0
Shot
28.000
53000
78.000
103.000
128.000
l3}z
Shot
29.000
64.000
70AW
104.000
75
129.000
_ 13'.2
L
31.200
65.100
79.000
102900
126.800
1352
Bead
28125
63.SAi
79.G00
104-438
129.875
-
-- -
13'.4
SW
28.8W
64AOO
BO.ODO
105.500
131.200
134
Lag
29.8Mw
ma"m
80.000
1054100
130.200
13'.4
Brad
2&625
54213
SO.ODO
105.688
131.375
13',6
Shad
29.800
66.400
81.000
106.600
132.100
13'.6
Lag
30.800
Sum
Si.000
105. 00
131.200
1T;8
Brad
29.125
55.063
01.000
106.933
132.875
131.0
Shad
30.800
56.400
82.000
107.
133.200
17�8
Lang
31.250
58.825
82.000
IW.376
132.750
13';8
Bead
29.625
S5.813
82.000
108.188
134.375
13110
SW
31.388
U 163
82.938
108.713
134.488
13'.10
Lag
31.340
57.170
83.000
108.830
134.660
lXj I0
Bad
30.12558.563
83.000
109.438
135.875
1450
Skd
31.588
67.763
SIM
110.113
136.288
W.0
Lag
33250
5&625
KOM
109.376
134.750
14':0
Bead
30.625
57.313
84.000
110.688
137.376
14'+2
Shod
32.764
5&846
84.938
1116413
137.888
14'2
Lag
33.340
5At70
S5.000
110.830
138.660
4',2
Bond
31.125
5&063
85.000
111.938
138.875
1414
Shad
32.388
69.163
85.938
112.713
139.488
14'
Lag
34.340
60.170
86.ODO
111.830
137.660
INN
Bead
31.625
59.813
66.000
113.188
140.375
14' 6
Sh t
32.788
69.863
86.938
114.013
141.086
74',e
Long
3S340
81.170
8760DO
112B300
138.660
14'.8
Bad
32125
59.50
87.000
114.438
141.876
14',8
Shot
33.168
60.683
87.9M
115.313
142.688
'8
Lag
23.218
44.812
66AG6
6S.000
109.694 131. 888
152.782
14':8
Bead
32.625
Ea313
88.0DO
115.688
143.375
4i10
S
33.688
61.283
88.938
116.613
144.288
14';10
Lag
23900
45.600
67.300
89.000
00 132.400
164.100
1440
Brad
33.126
61063
89.ODO
118.fA8
75
15.
Shad
33M
61.938
89.938
117.938
38
i6.0
Lag
24.900
46.600
6&300
90.000
00 M.
155.100
160
Bead
33.625
61.813
90.000
118.188
76
16'm2
Shal
34.388
62,663
90.938
19.213
88
15'2
L
25.900
47.600
69300
91.000
_ 134.400
§14
158.10016':2
Bead
34A
62.663
91.000
119.438
615'
4
SMd
28.000
67600
79.200
104.800
00 158.00075';4
Lag
24876
47.250
69.62b
92.000
75 138.750
159.126I&A
Dead
34.625
63.313
92.000
120.688
75We
Shad
23.436
40.024
69.812
93.000
88 139.376
162. 41U0
Lg
246GW
47.600
70.300
93.000
.00 138.400
161.100
16':0
Bead
24.62E
97.417
70.209
83.1100
116.792 136.683
181375
158
Shot
24.436
47.624
70.812
94.00D
117.188 140.376
183.684
15r8
Long
25900
48800
71.300
94.000
110.700 131400
162.1DO
1178
Bead
25.026
48.017
71.009
04.000
716.992 139.Sa3
162.975
1E.10
Sind
26.438
48.821
71.812
95.000
118.188 141.376
164.564
15;10
2&251
49.167
72084
&5.000
117.917 140.833
163.760
15513
Bead
23.d28
46.817
7I.SO9
95.000
118.192 141,383
164.676
161,0
Shal
26.436
49.624
12.8 2
90
142.376
119..770802
165.564
l
70ag
1181416400
IMAM
10,0
'
o8.o00119.
M.-
187376
TABLE 2
SECTION HEIGHTS
HEIGHT
19 1 CESCNPT[N CF BE Wa I DATE IDY
A IiFR.NWIW310/F8', l4Alib d4fG)H.® 06/II/OB SCY
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MAXSIZE 16'
16x 14'DES10 0
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STATE OF
LARGE AIISSLE t� '
IMPACT
PFOlH1CT IIEVISL•) RESISTANCE 7'Jod1 O R 1 G
1e o�ly4lg with the Flmi& EA
F � v*'4, /ON A S,'1
Bttlid111� Cade
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ml P 17 V n i Prodt4LiCaWd
16S CARBIA6E CW.FT NNST@I-SALEN. N.G 27103 VYV,
sm DBAYH BY RJ DATE O3/12/03 1 OMWH9 "m
8 a¢a9B BY UE DATE 03/14/03 IRC-9516-169-26
wu 3 Cf 3
OA
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL 32832
RESOURCES (RER)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (7W 315-2590 F (786) 315-2599
wnnv. m is m i d ade. goy/economy
SCOPE:
This NOA is being issued under the applicable riles and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the Egli Velocity Hurricane Zone.
DESCRIPTION: Series 119020" Aluminum Fixed Window — L.M.I.
i
APPROVAL DOCUMENT: Drawing No. 08-01634, titled "9020 Picture Window— Large Missile
Impact" sheets 1 through 9 of 9, dated 06/20112, with revision A dated 10/24/12, prepared by manufacturer,
signed and sealed by Luis R. Lomas, Pi E., bearing the Miami -Dade County Product Control Approval stamp
with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state,
model/series, and following statements "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be c<
no change in the applicable building c
TERMINATION of this NOA will i
in the materials, use, and/or manufac
of any product, for sales, advertising
to comply with any section of this NC
ADVERTISEMENT: The NOA r
followed by the expiration date may
displayed; then it shall be done in its f
3idered after a renewal application has been filed and there has been
le negatively affecting the performance of this product.
our after the expiration date or if there has been a revision or change
•e of the product or process. Misuse of this NOA as an endorsement
any other purposes shall automatically terminate this NOA. Failure
shall be cause for termination and removal of NOA,
nber preceded by the words Miami -Dade County, Florida, and
e displayed in advertising literature. If any portion of the NOA is
INSPECTION: A copy of this entire NOA 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 NOA consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.12-0627.05
MIAMI pADE GOUNTY Expiration Date: January 17, 2018
F� Approval Date: January 17, 2013
Page 1
File C®pW
WinDoor, Inc.
NOTICE OF AC,
A. DRAWINGS
1. Manufacturer's die di
2. Drawing No. 08-016:
1 through 9 of 9, date
manufacturer, signed
EPTANCE:
vings and sections.
, titled "9020 Picture Window - Large Missile Impact", sheets
06/20112, with revision A dated 10/24/12, prepared by
id sealed by Luis R. Lomas, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) For Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with installation diagram of an aluminum fixed window, prepared by National
Certified Testing Laboratories, Test Report No. NCTL-210-3774-1, Specimens 1, 2,
3, 4, 5, 6, 7, 8 and 9, dated 04/17/12, signed and sealed by Gerald J. Ferrara, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with installation diagram of an aluminum fixed window, prepared by National
Certified Testing Laboratories, Test Report No. NCTL-210-3774-2, Specimens 1, 2,
3, 4, 5, 6 and 7, dated 04/17/12, signed and sealed by Gerald J. Ferrara, P.E.
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with installation diagram of an aluminum fixed window, prepared by National
Certified Testing Laboratories, Test Report No. NCTL-210-3774-3, Specimens 1, 2,
3, 4, 5, 6 and 7, dated; 04/17/12, signed and sealed by Gerald J. Ferrara, P.E.
Manuel Perez, P. n
Product Control Exa ne
NOA No. 12-0627.
Expiration Date: January 17, 2018
Approval Date: January 17, 2013
E-1
WinDoor, Inc.
C. CALCULATIONS
1. Anchor verification
dated 06/11/12 and
2. Glazing complies w
D. QUALITY ASSURANCE
1. Miami -Dade Depart
E. MATERIAL CERTIFICA7
1. Notice of Acceptance
for their "DuPont Sei
F. STATEMENTS
1. Statement letter of
interest, dated June
2. Laboratory complii
3774-2, and NCTL
dated 04/17/12, all
3. Proposal No.11-0,
on July 06, 2011, si
G. OTHER
1. None.
culations and structural analysis, complying with FBC-2010,
18/12, prepared, signed and sealed_ by Luis R. Lomas, P.E.
ASTM E1300-04 .
of Regulatory and Economic Resources (RER)
o. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
yGlas© Interlayer"'dated 08/25/11, expiring on 01/14/17.
formance, complying with FBC-2010, and of no financial
2012, signed and sealed by Luis R. Lomas, P.E.
letter for Test Reports No. NCTL-210-3774-1, NCTL-210-
0-3774-3, issued by National Certified Testing Laboratories,
ied and sealed by Gerald J. Ferrara, P.E.
issued by Product Control Section, dated May 23, 2011, revised
�d by Manuel Perez, P.E.
E-2
Mai uel P�ePO , P.E.
Product Contrpi E. miner
NOA No.-0617.05
Expiration Date: January 17, 2018
Approval Date: January 17, 2013
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: ALUMINUM 6063-T6.
6. UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET 4 FOR GLASS OPTIONS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
—B.—SHIM--AS-REQUIRED-AT- EACH_INSTALLATIONAIyCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH -
SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. ALL FASTENERS TO BE CORROSION RESISTANT.
13. 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 BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 - 5 ELEVATIONS AND CHARTS
6 CROSS SECTIONS AND B.O.M.
7 - 8 INSTALLATION DETAILS
9 COMPONENTS
REVISIONS
REV I DESCRIPTION DATE I APPROVED
A I ADDED CALL OUTS 10/24/12 1 R.L.
"
7500 j"IMRD4>T4 DRIVE
WiD D
OOf ORLANDO, FL 32832
APProvedasmmld 29Villbthe
INCORPORATI31) P407.4nws5 t%%,.windoorincspm
Florida FZpWIRg >- pn
Date -1
NOif 3 1 �. 3
9020 PICTURE WINDOW
PtIn Ua.tzP!lplro[
LARGE MISSILE IMPACTrodpel
ny lLf{� CL LI,IS� GL
NOTES
DRAWN:
OIYC N0,
REV
/",
.L R. Lomas P.E.
A.P.
08-01634
A
ot
Flarjda No, 62514
SCALE NTS DATE 06/20/2012 1 SHEET 1 OF 9
-
60" MAX FRAME WIDTH
4' MAX 8" MAX O.C.-- 4" MAX
6
1
8'
MAX.
T
120'
MAX
FRAME
HEIGHT
E
REV DESCRIPTION
{— 96" MAX FRAME WIDTH -I A Aooeo CALL ours
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
9020 PICTURE WINDOW WITH GLAZING A, B AND C
EXTERIOR VIEW
REFER TO CHARTS IN SHEET3 FOR SMALLER UNITS RATINGS
DESIGN PRESSURE RATING
IMPACT RATING
t100.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
WITH GLAZING A
DESIGN PRESSURE RATING
IMPACT RATING
t90.0PSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
WITH GLAZING BAND C
RMSIONS
DATE APPROVED
10/24/12 R.L.
7500 AAInTIRDAM DRIVE
-
.RPI'Mcd m ww F ag fvlW llfoINCORPORATEDpW40148I0505
F7arida �--d'Zdf.
Ilun
WinDoor ORLANDO, FL 32832
rlox,o7aslaao
%v v.windootinc.wmNOA9020
PICTURE WINDOW
LARGE MISSILE IMPACT
BY ' JAW& y
Lr
ELEVATIONS AND CHARTS
Luls:R.. Lamas P.t.
Fla d& No. 625.14
ORAVIN:
A.P.
OIVC N0.
08-01634
REV
A
SCALE NTS DATE 06/202012 SH-2 OF 9
REVISIONS
REV DESCRIPTION DATE I APPROVED
A I ADDED CALL OUTS 10/24/12 1 R.L.
Design pressure rating for units with glazing A (pso
Frame
Frame width (In) ^
Height
24.0
30.0
36.0
42.0
48.0
54.0
60.0
1 66.0
72.0
78.0
84.0
90.0
96.0
(in)
Pos
Nag
Pos
Neg
Pos
Neg
Pos
Neg
Pas
Nag
Pas
Nag
Pas
Neg
Pas
Pas
Nag
Pas
Neg
Pas
Nog
Pas
Nag
Pas
Nag
24.0
110.0
147.3
110.0
146.0
110.0
1449
110.0
143.3
110.0
142.0
110.0
140.7
110.0
139.3
110.010.0
136.7
110.0
135.3
110.0
134.0
110.0
132.7
110.0
131.3
30.0
110.0
146.0
110.0
145.8
110.0
144.2
110.0
142.6
110.0
140.8
110.0
139.2
110.0
137.6
110.010.0
134.2
110.0
132.6
110.0
130.8
110.0
129.2
110.0
127.E
36.0
110.0
144.7
110.0
144.2
110.0
144.0
110.0
142.0
110.0
140.0
110.0
138.0
110.0
136.0
110.010.0
132.0
110.0
130.0
110.0
128.0
110.0
126.0
110.0
124.0
42.0
110.0
143.3
110.0
142.5
110.0
142.0
110.0
141.8
110.0
139.5
110.0
137.2
110.0
134.8
110.010.0
F120.8110.0
130.2
110.0
127.E
110.0
125.6
110,0F127
110.0
120,8
48.0
110.0
142.0
110.0
740.8
110.0
140.0
110.0
139.6
110.0
139.3
110.0
136.7
110.0
134.0
110.0110.0
128.7
110.0
126.0
110.0
123.3
110.0
110.0
118.0
54.0
110.0
140.7
110.0
139.2
110.0
138.0
110.0
137.2
110.0
130.7
110.0
136.5
110.0
133.6
110.010.0
127.5
110.0
124.E
110.0
121.5
110.0
110.0
115.5
60.0
110.0
139.3
110.0
137.5
110.0
138.0
110.0
134.8
110.0
134.0
110.0
733.6
110.0
133.3
110.0110.0
126.7
110.0
123.3
110.0
120.0
110.0
110.0
113.3
66.0
110.0
138.0
110.0
135.8
110.0
134.0
110.0
132.6
110.0
131.3
110.0
130.E
110.0
130.0
110.0110.0
1262
110.0
122.E
110.0
118.8110.0110.0111.6
720
110.0
136.7
110.0
134.2
110.0
132.0
110.0
130.2
110.0
128.7
110.0
127.5
110.0
128.7
110.0
126.2
110.0
126.0
110.0
122.0
110.0
118.0
110.0
110.0
110.0
135.3
110.0
132.6
110.0
130.0
110.0
127.8
110.0
126.0
110.0
124.6
110.0
123.3110.0
134.0
110.0
130.8
110.0
128.0
110.0
125.6
110.0
123.3
110.0
121.6
110.0
120.0
110.0
1327
110.0
129.2
110.0
126.0
110.0
123.2
110.0
120.7
110.0
118.5
110.0
116.7
110.0
131.3
110.0
127.5
110.0
124.0
110.0
120.8
110.0
118.0
110.0
115.6
110.0
113.3
R78.0110.0
110.0
130.0
110.0
125.8
110.0
122.0
110.0
118.E
110.0
115.3
110.0
112.5
110.0
11 .0
110.0
128.7
110.0
124.2
110.0
'120.0
110.0
116.2
110.0
112.7
109.6
109.E
108.7
108.7
110.0
127.3
110.0
122.6
110.0
118.0
110.0
113.8
110.0
{10.0
106.E
106.5
103.3
103.3
110.0
128.0
110.0
120.8
110.0
116.0
110.0
111.5
107.3
107.3
103.6
103.6
100.0
100.0
Design pressure rating for units with glazing B and C (psi)
Frame
Re" Width (In) ,
Height
24.0
30.0
36.0
42.0
1 48.0
54.0
6 0
66.0
72.0
78.0
94.0
90.0
96.0
(In)
Pas
Neg
Pos
Neg
Pos
Neg
Pos
Nog
Pos
Neg
Pos
Neg
Pos
Neg
Pos
Neg
Pos
Neg
Pas
Neg
Pos
Pos
Neg
Pas
Neg
24.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
136.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
110.0
135.0
110.0
135.0
30.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
136.0
110.0
135.0
110.0
110.0
135.0
110.0
135.0
38.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
136.0
110.0
135.0
110.0
110.0
135.0
110.0
135.0
42.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
136.0
110.0
135.0
110.0
135.0
110.0
f135
110.0
136.0
110.0
131.7
48.0
110.0
135.0
110.0
136.0
110.0
136.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
136.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
110.0
131.3
110.0
126.0
54.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
136.0
110.0
135.0
110.0
110.0
127.0
110.0
121.0
60.0
110.0
136.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
136.0
110.0
135.0
110,0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
110.0
123.3
110.0
116.7
66.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
136.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
110.0
120.3
110.0
113.0
72.0
110.0
135.0
110.0
136.0
110.0
135.0
110.0
135.0
110.0
135.0[97.0
135.0
110.0
136.0
110.0
135.0
110.0
135.0
110.0
134.0
110.0
126.0
110.0
118.0
110.0
110.0
78.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
136.0
110.0
135.0
84.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
136.0
133.0
110.0
130.0
90.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
135.0
110.0
131.3
127.0
110.0
123.3
96.0
110.0
136.0
110.0
136.0
110,0
135.0
110.0
131.7
110.0
128.0
121.0
110.0
116.7
'
IOZO
110.0
135.0
110.0
135.0
110.0
134.0
110.0
127.0
110.0
120.7
116.0
110.0
110.0
108.0
110.0
136.0
110.0
135.0
110.0
130.0
110.0
122.3
110.0
116.3
109.0
103.3
103.3
114.0
110.0
135.0
110.0
135.0
110.0
128.0
110.0
117.7
110.0
110.0
103.0
96.7
96,7
120.0
110.0
135.0
110.0
131.7
110.0
1220
110.0
113.0
104.7
104.7
97.0
90.0 ,
90.0
-
7500 AMSTERDAM DRIVE
WinD o or ORLA `IDO, FL 32832
Ap rored N a
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9020 PICTURE WINDOW
LARGE MISSILE IMPACT
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Luis
flora Z. L'o , .6 P.E.
''Florida No, .6251'4
OR0.1VN:
A.P.
D1YG N0.
08-01634
REV
A
SCALE NTS DATE 06/20/2012 SHEET3 OF 9 '
4" MI
T
1
8"
MAX C
-T
120"
MAX
FRAME
HEIGHT
1
5" M
60" MAX FRAME WIDTH --{
a"
9020 PICTURE WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING
IMPACTRATING
+100.01-120.OPSF
LARGE
MISSILE 1MPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
WITH GLAZING AAND B
REVISIONS
REV I DESCRIPTION DATE I APPROVED
A I ADDED CALL OUTS 10/24/12 1 R.L.
Marlmum dacinn nresarm canarlfv rharf /nc11
Frame
Frame width (in)
Height
(in)
"14.00
Pos
"
Nei
'30.00
Pas
'
I Nag
36.00
Pas
Keg
'42.00.
I Pas
Meg
46.00
Pas
Nag
�54.00
Pas
I Meg
80.00
Pas
Nag
_36.0-
150.0
J60.0
-160.D
160.0
160.0
150.0
160.0
150.0
150.0
150.0
160.0
160.0
150.0
150.0
42.0
150.0
160.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
160.0
160.0
160.0
48.0 .
150.0
160.0
160.0
160.0
150.0
150.0
150.0
160.0
150.0
160.0
160.0
150.0
160.0
150.0
54.0
150.0
1SO.0
160.0
160.0
160.0
150.0
150.0
160.0
160.0
160.0
160.0
160.0
143.4
150.0
60.0
150.0
150.0
150.0
160.0
160.0
150.0
150.0
160.0
150.0
150.0
150.0
160.0
133.3
150.0
60.0 ..
150.0
150.0
150.0
160.0
150.0
150.0
150.0
150.0
160.0
150.0
145.6
160.0
125A
150.0
72.0
160.0
150.0
160.0
150.0
160.0
160.0
150.0
150.0
160.0
15D.0
138.9
160.0
119.0
142.9
78.0 .
150.0
150.0
150.0
160.0
160.0
160.0
150.0
150.0
150.0
150.0
133.8
150.0
114,0
136.8
84.0
160.0
150.0
150.0
150.0
150.0
150.0
150.0
160.0
160.0
150.0
120.9
150.0
109.9
131.9
90.0
150.0
150.0
150.0
150.0
160.0
160.0
160.0
150.0
1150.0
160.0
127.0
160.0
108.7
128.0
96.0
150.0
160.0
150.0
150.0
160.0
160.0
150.0
160.0
160.0
160.0
126.0
160.0
104,2
125.0
102.0
160.0
160.0
150.0
150.0
160.0
160.0
150.0
150.0
150.0
150.0
123.6
148.6
102.3
122.8
108.0
160.0
160.0
150.0
150.0
160.0
150.0
150.0
1b0.0
160.0
150.0
123.E
148.1
101.0
121.2
114.6
160.0
imal
i6o.ol
150.0
160.0
150.0
160.0
160.0
150.0
160,0
123.5
148.1
100.3
120.3
120.0
160.0
150.0
150.0
160.0
160.0
150.0
150.0
160.0
160.0
160.0
123.5
148.1
100.0
120.0
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7500 AAfSTERDAMI DRAM
WinDoor ORLANDO, FL 32832
TNCORPORATED P---407.4e11wo
Pov401.481.050S %--vindootinc.mm
9020 PICTURE WINDOW
LARGE MISSILE IMPACT
ELEVATIONS AND CHARTS
A.P. 1 08-01634
SCALE NTS OATS 06/20/2012 SHEE74 OF 9
LUIS R. 'Lomas P.E.
Florida No. 62514
144" MAX FRAME WIDTH
12" 6" MAX TYP
6" MAX MAX 3" MAX TYP 3/16"
O.C. MAX. D.L.O.
A
6" MAX
T
12"
MAX O.C.
D
9
18" MAX TYP 12" MAX O.C.
TRIPLE PICTURE WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING
IMPACT RATING
f85.0PSF
LARGE
MISSILE IMPACT
72"
MAX
FRAME
HEIGHT
PENSIONS
REV DESCRIPTION DATE APPROVED
A ADDED CALL OUTS 1 10/24/12 JR.L.
Design pressure rating chart (sO
Frame
Total Fralre Wdlh (In)
Helght
35.00
54.00
72.00
90.00
f0a.00
126.00
144.00
(In)
Poi
Nag
Pos
Nag
Pas
Nagr
Meg
Pos
Neg
Pos
Nag
Pos
Meg
24.0
10D.0
126.0
100,0
125,0
100.0
126.0
126.0
100:0
-126:0
100A
-126:0
-100:0-
-126:0-
30.0
100.0
126.6
100.0
125.0
100.0
126.0
125.0
100.0
126.0
100.0
125.0
100.0
125.0
36.0
100.0
125.0
100.0
126.0
100.0
125.0
125.0
100.0
126.0
100.0
125.0
100.0
122.0
100.0
125.0
100.0
125.0
100.0
126.0
126.0
100.0
125.0
100.0
125.0
100.0
125.0
48.0
100.0
125.0
100.0
125A
100.0
126.0
126.0
1000
1280
1000
1250
WOO
126.54.0
100.0
125.0
100.0
125.0
1 DO.0
125.0
125.0
100.0
126.0
100.0
125.0
100.0
12500.0
100.0
126.0
100.0
125.0
100.0
126.0
125.0
100.0
125.0
100.0
119.0
100.0
125.0
100.0
125.0
100.0
125.0
126.0
100.0
113.3
100.0
103.6
97.1
07.1
72.0
100.0
126.0
100.0
126.0
1 100.0
125.0
1 100.0
1 114.6
1 100.0
1100.7
1 01.4
I 01.4
1 85.0
85.0
MISSILE LEVEL D, WIND ZONE 4 AND HVNZ
WITHGCA
ZING A, BAND C �1- •; [ i q
7500 A111STERDAAL DRIVE
.. W inD o or ORLANDO, IZ 32832
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Date. 1^ 0
\��- NDAq 9020 PICTURE WINDOW /
NO? Dade nnooddqq hol LARGE MISSILE IMPACT �,/9Z
Dyl 7, �� ELEVATIONS AND CHARTS
DRAWN: DWG NO. REV Luis R. Lomas P.E.
A.P. 08-01634 A Florida No. 62514
SCALE NT$ JDAIE 06/20/2012 SHEEr5 OF 9
PARTS LIST
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
S-9020Al-WDI
FRAME HEAD AND SILL ASSEMBLY
KEYMARK
ALUMINUM 6063-T6
S-902OA2-VIDI
FRAME JAMB ASSEMBLY
KEYMARK
ALUMINUM 6063-T6
S-902OA3-WDI
MULL ASSEMBLY
KEYMARK
ALUMINUM 6063-T6
FH-06559
MULL INTERIOR REINFORCEMENT
KEYMARK
ALUMINUM 6005-T6
FS-06558
MULL EXTERIOR REINFORCEMENT
KEYMARK
ALUMINUM 6005-T6
S-49328
SCREVI COVER
KEYMARK
ALUMINUM 6063-T6
S-49330
FLUSH ADAPTOR
KEYMARK
ALUMINUM 6063-T6
S-49329
9/16" GLASS STOP
KEYMARK
ALUMINUM 6063-T6
S-46084
1" GLASS STOP
KEYMARK
ALUMINUM 6063-T6
S-46083
1 3/8" GLASS STOP
KEYMARK
ALUMINUM 6063-T6
GSVN-07A
GLAZING VINYL
131014
88xl" SCREVY
STAINLESS STEEL
#8x1 3/4' SCREW
STAINLESS STEEL
#12xl" SCREW
STAINLESS STEEL
121000-12100E1
SETTING BLOCK
-RUBBER
SIKA 552
URETHANE SEALANT
9/16" 1.
1/4" HS
.090" SGP BY DUPONT
1/4" HS 3/16" TEMP
EXTERIOR T T 16 11
v � I�I 6 HORIZONTAL SECTION
VERTICAL SECTION
6
1 3/8"
3/16" HS
3/16" TEMP
.090" SGP BY DUPONT
- 3/16" HS I pi
ALUMINUM INTER
SPACER SYSTEM
15/16" BITE 15/16" BITE
EXTERIOR 15
n i� n0 INTERIOR 9
GLAZING DETAIL A GLAZING DETAIL B
3/16 TEMP
11
ALUMINUM
SPACER SYSTEM
EXTERIOR 15
- 3/16" HS
.090" SGP BY DUPONT
3/16" HS
15/16" BITE
REVISIONS
APPROVED
R.L.
U GLAZING DETAIL C
WinDoor 750DANISTERDAITDRWE
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LARGE MISSILE IMPACT
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CROSS SECTIONS AND B.O.M.
DRAWN:
DWC N0.
REV
Luis R. LomasP.E.
A.P.
08-01634
A
Florida No..62514
SCALE NTS DAZE 06/20/2012 JSHEE6 OF 9
7/8" MIN.
EDGE DISTANCE
WOOD FRAMING METAL
OR 2X BUCK — STRUCTURE
BY OTHERS 1 5/8" MIN. BY OTHERS
EMBEDMENT
REVISIONS
DESCRIPTION DATE APPROVED
ADDED CALL OUTS 10/24/12 1 R.L.
1/4" MAX.
.1 r SHIM SPACE
INTERIOR
APPROVED
SEALANT
M
1 4 MAX.
SHIM SPACE
M
APPROVED
SEALANT
I
UtSU
1/4" MAX.
SHIM SPACE
#12 SMS OR
SELF
DRILLING SCREWS
#12 WOOD
METAL
SCREW
STRUCTURE
BY OTHERS
#12 SMS OR
SELF DRILLING
SCREW
EXTERIOR -- INTERIOR EXTERIOR /NTEf
#12 WOOD
SCREW
APPROVED APPRO'
SEALANT 1/4•" MAX. SEAL
SHIM SPACE
WOOD FRAMING
OR 2X BUCK 1 5/8" MIN. STRUT
1 5/8" MIN.
EMBEDMENT
#12 SMS OR
7/84w__
SELF DRILLING
EDGE
SCREW
1/4" MAX.
#12 WOOD
SHIM SPACE
SCREW
WOOD FRAMING
EXTERIOR
APPROVED
SEALANT
JAMB_INS.TALLA.T_ION OETAII
METAL STRUCTURE INSTALLATION
1/4" MAX.
SHIM SPACE
INTERIOR
BY OTHERS
EMBEDMENT
BY 01HtrcZ>
U W N
OR 2X BUCK
EXTERIOR
A
VERTICAL CROSS SECTION
% WOOD FRAMING OR 2X BUCK INSTALLATION
7
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
BY OTHERS
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
7 WOOD FRAMING OR 2X BUCK INSTALLATION
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INSTALLATION DETAILS
SHOWN FOR CLARITY. t
DRAWN: D1vc No. R� Luis R. Lomas P.E.
A.P. 08-01634 A Florida No. 62514
SCALE NTS IDATE 06/20/2012 5nEET7 OF 9
REVISIONS
REV
DESCRIPTION
DATE
APPROVED
2 1/2" MIN.
A
ADDED CALL OUTS
10/24/12
R.L.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
° c 4 .
°
44 a ° °
1 1/4" MIN.
1 1/4" MIN.
OPTIONAL 1X BUCK
a "Q .' 4. `
EMBEDMENT
EMBEDMENT
TO BE PROPERLY
°
SECURED
CONCRETE/MASONRY
SEE NOTE 3 SHEET 1
BY OTHERS
°' "4 '
°
APPROVED
OPTIONAL 1 X BUCK
TO BE PROPERLY
a
°�.
1/4" MAX.
SHIM SPACE
SEALANT
1/4 MAX.
SECURED
SHIM SPACE
SEE NOTE 3 SHEET 1
1/4" TAPCON
1/4" TAPCON
.a
>'
INTERIOR
EXTERIOR INTERIOR
2 1/2"
°
MIN.
EDGE
°.
a
^
DISTANCE
-a
IILJIr�
1/4" TAPCON
°
EXTERIOR
APPROVED
SEALANT
APPROVED
SEALANT
OPTIONAL 1 X BUCK
1/4" MAX
B JAMB INSTALLATION DETAIL
TO BE PROPERLY
.
{ SHIM SPACE
8 CONCRETEMASONRYINSTALLATION
SECURED
SEE NOTE 3 SHEET 1
�-
CONCRETE/MASONRY
BY OTHERS
° ° "' ", 4 °
1 1/4" MIN.
" -1EMBEDMENT
d°' 4e
a
4 - °
NOTE.,
.
< .
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
4
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DRAWN:
1,110,110,
}YG N0.
REV
Luls R. Lomas P.E.
A.P.
08-01634
A
Florida No. •62514
SCALE NTS DATE 06 20 2012 1 SHEET8 OF 9
— 3 3/16"
I- - 3 3/16" --I 3 1/4" -{
Ll UUU 1 1 /4"' L 3 1 /2„ 3/41'
QL
2 1 /4" a 2 1 /4" �—Lj
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ALUMINUM6063-T6.080"THICK ALUMINUM6063-T6.080'THICK ALUMINUM6063-T6.080"THICK ALUMINUM 6005-T61. 100"THICK
1 1/16"
15/16"
11/16" 1 1/16" 11/16..
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b9 HORIZONTAL MULLION
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DESCRIPTION
ADDED CALL OUTS
REVISIONS
DATE 7R.L.
PROVED
10/24/12
D VERTICAL MULLION
9
7500 ATAMRDANI DRIVE
WinDooY ORLANDO,tL32832
INCORPORATED P"°""•d81bi00
F=407ASIAM5 www.windoori—cam
9020 PICTURE WINDOW
LARGE MISSILE IMPACT
COMPONENTS
A. P. 1 08—O'l 634
SCALE NTS — 06/20/2012 ISHEErg OF 9
Luis 'Ri Lomas P.E.
Flotlda No. 62514