HomeMy WebLinkAboutNOA- 7-29-16-7 (a,9 ((�
MIAMOWE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
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 AHD (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 CountyrProduct 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 IIPW-701/720/820" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation.Guidelines",
sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, 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: 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 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 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 revises NOA# 15-0528.26 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0629.14
MIAMI•DADE COUNTY Expiration Date: February 19, 2019
f � 1 Y-71jq �f �p Appro�rva�ate: �ugust 04,2016
le
�� Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-110S.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision B dated 05105116, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an'aluminum sliding glass 400r, using: Kodispace 4SG TPS
-spacer: system, Duraseala spacer system, Super Spacer' NXT m spacer system and XL
EdgeTm spacer system at insulated glass, prepared by°Fenestration Testing Laboratory,
ind.; Test Reports No. FTL-8717, FTL-8968. and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, 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 Tesi, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram,of an aluminum fixed
:• window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.13-0502.03)
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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
Man el Pe ez, P.E.
Product Co trol aminer
NOA 6-0629.14
Expiration Date: February 19, 2019
ApprovaI Date: August 04, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE, SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51
Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0528.26)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Int6rlayers'-dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTMC864.Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option H exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
-Elastoiiers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property=Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength,of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
Manuel Per , jq.E.
Product Control Pxamj6er
NOA No. 1 9.14
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'1 Edition (2014), dated May
20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0528.26)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0528.26)
3. Laboratory compliance letter for Test Report No. FTL-7212, . dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No.13-0502.03)
4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed.and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01) `•:
5: Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.26, issued to.PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window — L Iv1.L'?'J'approved on 07/09/15 and expiring
on 02/19/19. ;
Manuel a .E.
Product Contr 1 Exa iner
NOA No. 629.14
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-3
GENERAL NOTES: SERIES 7201820
IMPACT -RESISTANT FIXED WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO
COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN
WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS
INSTALLATIONS ABOVE 3V IN THE HVHZ, THE OUTBOARD
LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 14M THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-1Q' THICK OR
GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLYTRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED
ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
THE SCOPE OF THESE INSTRUCTIONS.
6) MAX. 1/4- SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE
TEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME
ANALYSIS AND GLASS PERASTM E13D0.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212;
ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSI/AF&PA
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN
MANUAL.
10) THE 720 SERIES USES A PVB INTERLAYER, THE 820
SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES
MAY ALSO BE REFERRED AS THE 701 SERIES.
A
12' MAX
O.C.
1-
6' T
MAX
4B' TIP -TO -TIP WIDTH
- 47-BUCK WIDTH 48' BUCK WIDTH
_ 44-1/47 VISIBLE 45-1/4' VISIBLE
LIGHT WIDTH LIGHT WIDTH
B, SHEET 6' MAX- I.-- ,D, SHEET 7 6"MAX
A
95' C —
SHEET 6
BUCK SHEET7
i
H EIGHT
r
—I -- j --
92-1/4•
1� —
VISIBLE
12• MAX.
/
LIGHT
D.C.T
HEIGHT
—
/
96' I
TIP TO —
i
TIP
_
iHEIGHT
�B 12' MAX. O.C. T
SHEET6 MAX
TYP. FLANGED FRAME
ELEVATION (TESTED UNIT)
GUIDE TO SHEETS:
GENERAL NOTES .............. ...... _.
1
ELEVATIONS........_ ......................
1
GLAZING DETAILS_ .....................
25
DESIGN PRESSURES ..................
25
INSTALLATION. FLANGE ...........
6
INSTALLATION, EQUAL -LEG.......
7
INSTALLATION, INT. FIN A_ ...... ..8
INSTALLATION, INT. FIN B...........9
CORNER ASSEMBLY.................
10
EXTRUSION PROFILES ................
11
PARTS LIST ................... ...._.........
11
FIGURE 1:
12' O.C.
MAX.
12' O.C.
MAX
6'
MAX
i
T#
DescAptbn
Street
1
7/16' Laml 16' An -.09(r PVB - 3f16• HS)
2
2
7116'Lam] 16'HIS -.090'PVB-3116'HS
2
3
1-1/1V Laml. IG 311B'T-7/16'Air -3/16'An-.09T PVB-3(16'HS
3
4
14/ir Lami. IG 18'T-7/16'Air -3116'HS-.090'PVB-3/16'HS
3
5
7/16'temi 18'An-.690'SG-3/16'An
4
6
7116'Laml 16'HS-.090'SG-WIS'HS
4
7
1-1/1Leml. K9 16'T-7/16•Air-3116•An-.090'SG-3/16"An
12
5
B
1-1ALML 16'T-7/18'Air -3116'HS-.090'SG-3116'HS
6
'SG'-'KURARAY 5ENTRYGLAS IN I EKLATEK- tSY KUKAKAT AMEKIL:A, INL:.
•PVB'='KURARAY BUTACREB PVB INTERLAYER' BY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING I IMPACT RATING
VARIES, RATED FOR LARGE & SMALL
SEE SHEETS 25 MISSILE IMPACT RESISTANCE
- C
I
E, SHEETB
3HEET7
G, SHEET
96'
BUCK
HEIGHT
1
931/4•
J—
' VISIBLE
5• MAX
_
LIGHT
O.C.
HEIGHT-
48' BUCK WIDTH
LIGHTW
• WIDTH I�
LIGHT IDTH
_F, SHEET 8 2' MAX.
H SHFFT 9
SHEETS
93-114'
VISIBLE
LIGHT
HEIGHT
96'
BUCK
HEIGHT
II
L� D —rj �— 12• MAX. O.C.
SHEET 7
2 MAX
F, SHE
H. SHEET 9
5' MAX O.C.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) (TESTED UNIT)
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25.
ANCHOR SPACING TO BE 6' MAX FROM CORNERS AND 12' O.C. MAX FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
WIDTH{ I-- WIDTH WIDTH WIDTH •y{
=I I = I =1 I=I I
-WIDTH F► WIDTH --I 1� WIDTH -H WIDTH +•{
T�-- .. -..--1 T ---� T�- - I T®rl
I rs
Ei Ui �" w w
1 1 1L_ _J
Imo —WIDTH{ I� WIDTH --{ I•- WIDTH - 1 1— WIDTH -�•1
TF---- - - --� Ti --- Ti - - i T
S2 S2�---
I
1 1 1 1
PRODUCTREVISED
w comoyinB wit die Fkd&
BuUdia8C.de rL '... _,
m JR -05IM16 -ADDED SHEET II
WITH SPACERS & MOVED PARTS.
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VO- 53705
�� ••. STATE OF 14�:
i)110SL1L``
A. LYNN MILLER, P.E.
P.E.N 58705
1
Window Design Pressure (+iL, psf) forGiass Type 1
Long Sida (iN
67-7/8
72
76
80
84
88
92
96
10D
104
109-1/2
30
+/SO
+ISO
+1-80
+/-80
480
+1$D
+ISD
+150
+1-80
+ISO
+/.80
32
+ISO
+ISO
+150
+1.80
+/SO
+150
+ISO
+150
+ISO
+/SO
+ISO
34
+150
+ISO
+ISO
+150
+150
+1-80
+ISO
+ISO
+ISO
+1-79.8
+1-79.4
36
+150
+150
+ISO
+ISO
+/S0
+1-80
+1-79.7
+1-77.2
+175.1
+/-73.4
+1-72.2
38
+150
+1-80
+150
+/S0
+/S0
+1-7B.1
+1-75.2
+/-725
+17D.3
+1.68.5
+1-W.3
40
+150
+150
+1-80
+1.79.8
N-77.2
+1.74.3
+1-71.3
+1579
+1S5.1
+/-6&4
+151.6
42
+ISO
+ISO
+ISO
+1-77.4
+/-74.3
+1-71.3
+/58.2
+154.7
+IS1.6
+/59.8
+158.2
44
+ISO
+/S0
+/-78.9
*I-75.4
*l-721
+ISfl9
rIS5.8
+1522
+159,7
+/57.5
46
+150
+/SO
+1-77.2
+/-73.6
+/-70.1
+/-Me
+IS3.5
+IS0.3
+157.7
48
+ISO
+/-79.3
+1-75.6
+/-7109
+158.3
+/S49
+1$1.5
+1582
rn
50
+ISO
+1-77.5
+1.74.1
+/•70.3
+/-66.7
+I.831
+159.7
E
52
+/-791
+1-75.6
+1-72.4
+158.8
+/55.1
+151.5
la
54
+1-77.4
+/-73.8
+/-70.5
+157.3
+1.63.5
56
+/-758
+1-72
+158.6
+1-65.3
"
58
+1-742
+/-70.3
+1.66.8
60
+1-727
+IS8.7
+155
-
62
+1-71.2
+I.67.1
64
1 +1597
88
+IS83
67-7/B1
+1-67
Window Design Pressure (+/-, psf)forGlass Type 3
Long Side (In)
67.7/8
72
76
80
84
88
92
96
100
104
109-V2
30
+150
+ISO
+ISO
+1-80
+ISO
+ISO
+/m
+1-80
+1-80
+1-80
+150
32
+1.80
+ISO
+/•80
+/S0
+ISO
+I-60
+150
+ISO
+1-00
+ISO
+/SO
34
+I-80
+150
+ISO
71-8
+ISO
+ISO
+150
+150
+ISO
+ISO
+ISO
38
.1-80
+150
+1-60
+150
+1$0
+150
+I-80
+150
+/SO
+150
+/80
38
+ISO
+150
+/SO
+/SD
+ISO
+150
+150
+1-80
N79.4
+1-76.4
.1.74.3
40
+1-80
+150.
+ISO
+/SO
+ISO
+/S0
+/-80
+1-76.7
+173.5
+/•70.9
+/S9
42
+/-80
+/SD
+1-80
+ISO
+ISO
HSp
+I -TT
+1-731
+159.6
+156.9
+IS5.2
44
*/SO
+/SO
+/SO
+/SO
+150
+/_77.8
+/-74.1
+/-703
+157.5
+IS3.9
.6 46
+ISO
+1-80
+150
1 +150
+1-79.2
+/-75.4
+/-71.7
+IS81
+1-65.1
v 48
+150
+ISO
+ISO
+ISO
+l-77.2
+/-733
+IS9.5
+155.8
� 50
+ISO
+ISO
+1-80
+1-79.4
+1-75.3
+/-71.3
+157.5
E 52
+/-80
+ISO
+/SO
+1-77.7
-1.73.5
+IS95
f° 54
+ISO
+/SO
+1.79.6
+/-76
+1.71.8
56
+1-80
+/-80
+1-77.5
+1.73.8
58
+ISO
+1-79.4
+1-75.4
60
+150
+1.77.6
+1.73.5
62
+ISO
+1-75.8
64
+/-78
+1-74
%
+1_7.2
87-718
+/•74.9
7116' LAMINATED
GLASS STACK
-.ON*B INTERLAYER
HEAT STRENGTHENED GLASS
3/16USED
AT CURVFRAME
MEMBERS ON/8•@
SIDE
11-7/8" O.C. MS
817ELONG
SHORT
EXTSIDE
GLASS TYPE 1
�- LONG SIDE
ON.
SHORT
SIDE 9�
LY FIT WITHIN. „
TABLE DIMENSIONS MAY
-`
ORIENTED VERTICALLY OR
- -
HORIZONTALLY AS SHOWN.
f
1-1116" NOM.�
.: GLASS STACK 7/16'GLASS
STACKED
GLASS STACK
3/16"HEAT SHORT
3l16"TEMPERED GLASS
STRENGTHENED GLASS SIDE
7116" AIR SPACE
3/18' ANNEALED GLASS
090, PVB
11
INTERLAYER
5
LONG
` USED AT CURVED
__1
SIDE
FRAME MEMBERS ONLY 29
5S•
@ 11-7/8.O.C. MAX
GLASS BITE
13
d
EXTERIOR
L___
I
a75.7 21
13
SS
DET
GLASS TYPE 3
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP-Ta:nP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. "
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
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Window Design Pressure (+/-, psQ forGlass Types 2 & 4
Long Side (n
67-7/8
72
78 1
60
84
88
92
96
100
104
1IM1/2
112
116
120
124
128
132
138
140
144
30
+/SO
+1-80
+1-80
+150
+/-80
N-80
+ISO
+/SO
+1.80
+1-80
+1-80
+1-80
+/SD
+1-80
+/-80
+1-80
+1.80
+/-SD
+1-00
32
*1S0
+/S0
+/SO
+/-80
+/SO
+1-80
+1.80
+/SO
+150 ."
. +150
+1-80
+/SO
+1.80
+1-80
+1.80
+1-80
+/-60
+ISO
0-80
34
+1-80
+/S0
+/.80
+/SO
+/-80
+!$D
+140
+/$g
+1-80
+1.80
+1-80
HEO -
q-80
+1-80
+/-80
+1-80
+/-00
'
36
+1.80
+1-80
+1$0
+1-80
+/S0
+1-80
+1-m
+/.80
+/SO
+1$0
+1-80
+ISO
+/S0
+I.80
+1-80
+/-80
38
+1-80
+ISO
+/$0
+/SD
+/-80
+1-80
+1_80
+/SO "
+1-80
+1-80
+1-80
+/SO
+ISO
+/SO
40
+1-80
+ISO
+/SO
+ISO
+ISO
+/S0
+ISD
+1S0
+1-80
• +1.80 -
+1-80
+1-80
42
+/S0
+lSO
+ISO
+ISO
+4S0
+ISO
+ISO
+ISO
+ISO
+180
+ISO
44
1 +ISO
+1-80
+ISO
+ISO
1 HSO
+ISO
+1-80
+ISO
1 +ISO
+1$0
46
+ISO
+1-80
+1-80
+/-80
+1_80
+ISO
+1-80
+150-
- +/50...•
.
a
48
+ISO
1 +1-80
+1-80
+/SO
+/SO
+1$D-
+/-80
- -1-80 .
�D
50
+1.60
+1-80
+ISO
+ISO
+/-80
+ISO
+ISO
Q
52
rISO
+ISO
+ISO
+lSO
+ISO
N-79.1
.
m
54
+/S0
+lSO
+ISO
+1-80
+/48.6
56
+/SO
+1-80
+ISO
+/-79.1
58
+ISO
+l-8D
+/-80
60
+ISO
+/S0
+/-79.3
"
62
+ISO
+ISO
_
64
+lSO
+1.80-
68
+1SO
67 7/8
+/$0
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
7/16 LAMINATED —:]
GLASS STACK
090" PVB INTERLAYER 3116' TEM
3/166" H Mu
3/16" HEAT STRENGTHENED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
Q 11-78' O.C. MAX.
EXTERIOR
a
L
GLASS BITE
GLASS TYPE 2
- - USEDATCUR
FRAME MEMBERS ON
Of11-718" O C
VE
1-1116"NOM. y�
GLASS STACK 7116" LAMINATED.
GLASSSTACK
PERED GLASS 3116" HEAT STRENGTHENED GLASS
., 3/16" HEAT STRENGTHENED GLASS
7116" AIR SPACE .OBO" PVB INTERIAYER
11
5
D
LY 29 518"
MpX. GLASS BITE
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�— LONG SIDE
SHORT
SIDE
+ � SHORT
..L_— SIDE
13
EXTERIOR LONG SIDE
a 21 13 T—
GLASS TYPE 4 SHORT LONG
SIDE SIDE
- —I SHORT
—I SIDE
I11 P7 Y m
a
a�Q
ol N
O In De_ o
J
ZJrnLLo Z °n
LLto W Q
Zi eMOJQ p
L) X D d O
LU Z O 2 10 7 'aN
F- W m O 1 0 9ma
^5 Op v z fV •-
2 z D- z o co
J W O
J ¢ m
Q F
LU 1aa4S
z
z ay
m Z
zla'S
OZC
4
17n
w Ia®X w D
LI
LL- ❑
apt asaQ sane
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�— LONG SIDE
SHORT
SIDE
+ � SHORT
..L_— SIDE
13
EXTERIOR LONG SIDE
a 21 13 T—
GLASS TYPE 4 SHORT LONG
SIDE SIDE
- —I SHORT
—I SIDE
I11 P7 Y m
a
a�Q
ol N
O In De_ o
J
ZJrnLLo Z °n
LLto W Q
Zi eMOJQ p
L) X D d O
LU Z O 2 10 7 'aN
F- W m O 1 0 9ma
^5 Op v z fV •-
2 z D- z o co
J W O
J ¢ m
Q F
LU 1aa4S
z
z ay
m Z
zla'S
OZC
4
17n
w Ia®X w D
LI
LL- ❑
apt asaQ sane
I11 P7 Y m
a
a�Q
ol N
O In De_ o
J
ZJrnLLo Z °n
LLto W Q
Zi eMOJQ p
L) X D d O
LU Z O 2 10 7 'aN
F- W m O 1 0 9ma
^5 Op v z fV •-
2 z D- z o co
J W O
J ¢ m
Q F
LU 1aa4S
z
z ay
m Z
zla'S
OZC
4
17n
w Ia®X w D
LI
LL- ❑
apt asaQ sane
I TABLE 5: I
Window Design Pressure (+/-. paf) forGlass Type 5
Lang Side (in)
67-7/8
72
76
80
84
88
92
96
100
104
109-112
30
+901-125.4
+901-120
+901-115.5
+9W-111.5
+901-108.5
+901-108
-901-104.5
+90/-103.5
+99-1025
+901-100.7
+90L97.9
32
+901-116.9
+901-110.8
+90/-105.3
+901-101.6
+901-9117
+901-95.7
+9Dl-923
+9D150.6
+g0/-90.3
+169.9
+1-89
34
+901-108.9
+901.103
+901-98.8
+90'-95.1
+9(11-91.8
+/-862
+1-84.4
+/-81.5
+180.1
+1-79.8
+/-79.4
36
+901-1026
+901-97.1
+901928
+/-88.9
+/65.5
+/626
♦/-79.7
+1-77.2
+/75.1
+1-73.4
+/-722
38
+901-98.4
+9N922
+166.7
+/63.2
+/-80.7
+/-78.1
+1-75.2
+1-725
+1.70.3
+16115
+166.3
40
+901-94.6
+143&2
+1-826
+1-79.8
+1-77.2
+1-743
+1-71.3
+f67.9
+165.1
+1.63.4
+/61.6
42
+901.91.3
+1-84.7
+1.80.7
+1-77.4
+/-74.3
+/-71.3
+168.2
+1-84.7
+161.6
+159.8
+158.2
44
+I6&3
+1.82.4
+178.9
+1-75.4
+/-72.1
+1-6&9
+l65.8
*/-622
+/59.7
+1.57.5
48
+I-854
+/-80.8
+I.77.2
+/-73.6
+/-70.1
1 +15M8
+/616
1 +/.BD3
+Ib7.7
a
48
+1627
*/-79.3
+I-75.6
+I.71.9
+168.3
+1649
+161.5
+/S&2
in
Y
50
+160.9
+1-77.5
+1-74.1
+/-70.3
+168.7
+/-63.1
+159.7
E
52
+1-791
+1-75.6
+1-724
+1618
+I-65.1
+151.5
ur
54
71-774
+1-73.8
+1-70.5
+I.67.3
+163,5
'
56
+1-758
+1-72
+1-68.6
+1-65.3
58
+1-742
+/-70.3
+I66.8
60
♦1-727
+/.6g.7
+r65
82
+I-7L2
+/67.1
64
+/647
+/.65.5
86
I +16&3
67-718
1 +/-67
7116' LAMINATED
GLASS STACK
.090'SG INTERLAYER
3116' ANNEALED GLASS 3/16' ANNEALED GLASS
4 11
USED AT CURVED
FRAME MEMBERS ONLY 29 51W
®11-7/8' O.C. MAX GLASS BITE 1-- LONG SIDE
NU1Mb:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
TABLE 6:
Window Design Pressure (+/., psf) for Glass Type 7
Long Si (n)
67-7/8
72
76
60
84
88
92
96
1 100
104
1 109-112
30
+901-130
+901-130
+90'-130
+901-126
+901-1226
+9G-119.8
+901-118.1
+90/-117
+901-115.8
+901-1127
+90I-109.9
32
+901-130
+M-1251
+901-118.9
+M-114.8
+901-111.5
+901-108.1
+901-104.3
+901-1024
+901-102
+901-101.4
+99-99.7
34
+901-123.1
+9N-1164
+W-111.7
+M.107.5
+g0/-103.8
+901-99.7
+90195.3
+901-92.1
+9D/-90.5
+/-90
+/-89.6
38
+901-116
+901-1098
+9W-104.8
+M-100.5
+901-9&6
+90193.3
+/-90
+1-87.3
+/.84.9
+1-823
+161.2
38
+gW-111.2
+9(Y-104.2
+W-97.9
+90f94
-901-91.1
+1-012
+1-84.9
-1-81.9
+179.4
+/-76.4
+/-74.3
40
+BW-106.9
+801-99.6
+901914
+9d90.1
+/-87.2
+184
+160.5
+1-7&7
+/73.5
+1-70.9
+1.69
42
+901-103.2
+9&95.7
+9WM.2
N-87.4
+184
+/60.6
+1-77
+1-7al
N89.6
+/66.9
+165.2
44
+90199.7
+90193.1
+/69.1
+/65.2
+161.4
+/-77.8
+/-74.1
+!-70L3
+167.5
+163.9
46
+901.96.5J+I-77.8
1.3
+r6T2
N63.2
+1-79.2
+1-754
+/-71.7
+!6&1
+165.1
48
+gW-93.56
+/-85.4
N61.2
+I.T7.2
+/-73.3
+l69.5
+1558
V1 50
+901.91.4.6
+/63.7
+1-79.4
+1-75.3
+1-71.3
+/$7.5
Q 52
+l6945
+/-81.8
+1-T7.7
+/•73.5
+1695
N 54
+167.5.4
+/-79.6
+/-78
+1-71.8
56
N-8&64
+/-77.5
+1-73.8
58
+/-as.4
+1-75.4
'
60
+/6218
+1.73.5
62
+/-8&4B64
+1-7&8
66
+l-77.2
87.716
1 +1-749
EXTERIOR l l
a 20 13
GLASS TYPE 5
R
SHORT
SIDE
LONG SIDE -�
SHORT 6j
SIDE
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1116' NOM.
GLASS STACK
16' LAMINATED
CLASS STACK
SHORT
3/16- TEMPERED GLASS
3/16' ANNEALED GLASS
-�
SIDE
3/16' ANNEALED GLASS
7/16' AIR SPACE
.090' SG INTERLAYER
11
5
LONG
USED AT CURVED
SIDE
FRAME MEMBERS ONLY 29
518"
11-7/8' O.C. MNG
GLASS BITE
13
EXTERIOR
(� 5.18
21 13
SHORT
SIDE
GLASS TYPE 7
rvu l es: - - . •.
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. `
3) FOR ARCHITECTURAL WINDOWS, MIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
PRODUCT REVISED . ^'
m ceavlybw With an Flmdnde Boil&*Co,, _
m
IY
U
z
m UJIY m
O
} ti V' 70 coN
O 't v V) c
M 04
0 J N co p Z .(6
z LL N LL m J MD�O
= W
m o I]
W Z 00 aN
H W m O (9 em0
n> �O Obi Z
�znz., E-LU a
g o
J Q �
Q
® Si Z � 7aa45
= 3 W Z
O
Z W
LL D
O 3 00
Z r co
04
W
W W
M W �D-a
ant 'asap sa°ag
Window Design Pressure (+J_, pso for Glass Types 6 & 8
' Long Side (n) ,
87.7/8
72
76
80
04
88
92 1
96
100
104
10942
112
116
120
124
128
122
130
140
144
30
+901.130
+901-130
+901-130
+90143D
+901-130
.901.130b+9-01-13D
0
+9W-130
+901-13D
+9W-130
+9W-130
+9W-13D
+901.130
+9W-130
+901-130
+ W-130
+9W-130
+901-130
+9W-130
+90I-130
32
+901-130
+901-130
+9W-130
+901430
+901-130
+9W-130
+901.130
+9W-130
+901-130
+901-130
+901.130
+901-130
+901-130
+9D/-130
f9W-130
+901-130
+901-130
f9W-130
34
+9W-130
+9W-130
+901-13D
+90/-13D
+9W-130
+90/-1300
+901430
+901-130
+901-130
+901-130
+9W-13D
+901-130
+901-130
+9W-130
+9W-130
+90/-130
36
+901-130
+901-130
+9Df-130
+9W-13D
+901-130
+9W-130
+9W-13D
+9W-130
+901-130
«gW-130
+901-130
+9W-130
+9W-130
+9W-13D
+9W-130
36
+901-13D
+9W-130
+901-130
+9W-130
+9W-13D
+901.1300
+9W-130
+sW-130
+9W-130
+901-13D
+9W-t30
+90/-129.2
+9W-127-3
40
+901-130
i901-130
+sW-130
f9W-130
+9W-130
+9W-1300
+901-130
+9W-130
+M-126.8
+90I-123-2
fSW.122
42
+901-130
+901.130
+90/-130
+9W-130
+9W-130
+90I-1300
+0-129.3
+9W-123.2
+9U'-119.7
f9W-116.4
+9W-13D
+9W-130
+901-130
+9W-130
+9W-130
f901-130D
+9W-124.5
+9W-119.4
+9W-115
46
+901.130
1 +901-130
+9W-130
+901-130
+90/-130
I +901.13D
+901-128.9
+901-120.5
+9(V-115.3
48
+901-130
+901430
+9W-13D
+90I-130
+9W-13D
+90.129.7
+901-123
+9(Y-116.5
m
Y
50
+901.130
+901430
+901-130
+9W-13D
+9W430
I +9W-126.2
+89-41-119.
F
52
+901-130
+901-130
+901-130
«9W-13D
*901-130
1 +8881-123
m
54
+901-130
+9W-130
+901-13D
+901-130
56
+9W-130
+9W-130
+9W-13D
+894/-129
58
+90/430
+901-130
+9W-130
60
+901-130
+901-130
+89.61-129.21
+901.130
+901-130
'
64
+901 3D
+9W-13D
86
+9W-130
87-718
fgW-130
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 11- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UPTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
7/16' LAMINATED
GLASS STACK
090' SG INTERLAYER
3/16' HEAT
3/16' HEAT STRENGTHENED GLASS STRENGTHENED GLASS
4 11
USED AT CURVED
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
1-1/16'NOM.-' HORIZONTALLY AS SHOWN.
GLASS
GLASS STACK GLASS
LAMINATED '
—+{ STACK 't LONG
I'. SIDE
3116' TEMPERED GLASSr*f-f_'_3/16' HEAT STRENGTHENED GLASS �— LONG SIDE
3/16' HEAT STRENGTHENED GLASS
7/18' AIR SPACE .090'SG INTERLAYEft SHORT
11 SIDE
5 JSHORT
— SIDE
FRAME MEMBERS ONLY 29 USED AT CURVED
11-7/8- O.C. MAX. GLASS SITE FRAME MEMBERS ONLY 29 GLASS BITE
11-7/8' O.C. MAX.
1.3 1-3 T— �— LONG SIDE
EXTERIOR EXTERIOR 4
(� 20 13 s're 21 13 SHORT LONG
r SIDE SIDE
GLASS TYPE 6 GLASS TYPE B
- SHORT
SIDE
PRODUCT REVISED
as complying with Ba Florida
BAD—man0c14o ��rbfo2�
a
z
m
z
U
a
W 93
m 93 m
it
v O
7i-.0 O cy
N
0 J N _j OD Z AB
Z LL D LL m J 0 ❑
=W —tn — W
W Z O M 00 ❑ 'aN
~ W ca O (7 JMO
r•> (j0 rn O v •�-
O Z dZ u) LL
gLU
Q H
W taa4S
® Z W
co
O t0 Z
Q ❑ aloes
_z D
O N� Z
U
K ❑
X W as a
lL ❑
apt 'osa0 saua
2X WOOD BUCKSTRIP
EDGE ORFRAMING,SEE INSTALLATION - INSTALLATION EMBEDMENT
DISTANCE NOTE 2, THIS SHEET TYPE C TYPE B
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, a
TYPE A 1/4'MAX SEE NOTE 2, THIS SHEET • "
EMBEDMENT SHIM
TYDGEDI ANCHOR STANCETYPE, RSUBSEMBEDMENT RATE. EDGE
EDGE DISTANCE PER SUBSTRATE, PRODUCT REVISED
EDGE SEE TABLE 8, THIS SHEET DISTANCE Bwcomplying with the Florida
Codc
DISTANCE 6 - Acceptance No 16-CK01A•14-
�1/4' MAXtl"e Date • 1
1 SHIM 1
4 ;
TYP.ANCHORTYPE, .,
EMBEDMENT AND EDGE ...
11 DISTANCE PER SUBSTRATE, '
SEE TABLE 8, THIS SHEET
USED AT CURVED 11
29 FRAME MEMBERS ONLY EXTERIOR
11-7/8' O.C. MAX. CONCRETE/CMU 4 11 '
PER ANCHOR VISIBLE LIGHT WIDTH = 5 - c
REQUIREMENT WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH CONCRETE(CMU
WINDOW TIP TO•TIP WINDOW WIDTH PER ANCHOR
BUCK EXTERIOR
REQUIREMENT
HEIGHT 1/4' MAX SHIM _ -, HORIZONTAL SECTION A -A
TIP -TO -TIP
WINDOW #12 STEEL
HEIGHT VISIBLE SELF-DRILUNG SMS -
LIGHT (G5), SEE TABLE 8, TABLE 8:
HEIGHT= THIS SHEET pnetnr Substrate Min Edge Min. Embedment Max O.C.
WINDOW Distance Spacing
BUCK .. P.. Southern Pine (SG=0.55) glib 1J/8• 12
HEIGHT- INSTALLATION #12 or#14410 SS Screw Aluminum, 6063•T5 min. 31W 0.063, • 1r
2-3/4' A38 Steel 3/B" 0.083" • 12'
METHOD D Steel Stud, Gr. 33 min. 318" 0.045. 18 Ga ' 12"
INSTALLATION ANCHO)JR11- P.T. Southern Pine (SG=0.55) 9/18" I-W 12'
UNDERNEATH THE 912 or N14 Steel Screw (GS) Aluminum, 8063-T5 min. 318" 0.D83' • 12'
BEADING j!!EXTERIOR A36 Steel 318" 0.063" • 12'
r Steel Stud, Gr. 33 min. 318" 0.045" 18 Ga ' - 12'
MIAMI-DADE APPROVED MULLION 1/4' 410 SS CreteFbx Ungmuted CMU, "TM C-90) 2-1/Z' 1-1/4• 12"
Concrete (min. 3.35 kel) 1' 1J/4" 12'
21) (SEE SEPERATE NOA), ALUMINUM,
Concrete (min. 2.85 kel 1' 1.3/4" 12'
6 STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES, 1/4' Steal utracon UngrouteConcrete (min. AST kaU 2-1/2' 1-1/6' 12"
TABLE 8,THIS SHEET Grouted CMU, (ASTM C�0 2-1/2' 1-V4" 1ST
5 1/4'MAX SHIM Grouted CMU, ASTM 5 2-112 1,V4' 12'
.�jL. 5111i Steel Ultmcon Concrete (min. T k - 1-1/4' 1.314- 12'
Grouted CMU ASTM C-90 2-112" 1.314' 12•
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETE PER
EMBEDMENT ANCHOR INSTALLATION NOTES:
• • � � � . REQUIREMENT
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
I - • - ` ' 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE
INSTALLATION I EDGE TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS W ARE 1-1/2'THICK OR GREATER.
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO. BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING
TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET JURISDICTION.
VERTICAL SECTION B-B 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHERWINDOWOR MULLION NOA APPLIES TO WHOLE SYSTEM.
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EDGE
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INSTALLATION
TYPE E
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEGHT =
WINDOW
BUCK
HEIGHT -
2-3/4'
2X WOOD BUCKSTRIP INSTALLATION
OR FRAMING, SEE TYPE G
NOTE 2, THIS SHEET ,
EMBEDMENT
,1/4` MAX
EMBEDMENT ~{.SHIM
EDGE B
DISTANCE ,.
�1/4'MAX-
p SHIM
TYP.ANCHORTYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
,
USED AT CURVED
'••' '••
FRAME MEMBERS ONLY
'O' •.
11-7/8' O.C. MAX.
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
1/4' MAX. SHIM
#12 STEEL
SELF-DRILUNG SMS
(G5), SEE TABLE 9,
THIS SHEET _
INSTALLATION
TYPE H
EXTERIOR
MIAMI-DADE APPROVED MULLION ..
.(SEE SEPERATE NOA), ALUMINUM,:
STEEL FRAMING OR STEEL STUD. -
SEE SUBSTRATE PROPERTIES,
TABLE 9.THIS SHEET
INSTALLATION
TYPE F
1X WGODBUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
11 (
EXTERIOR
VISIBLE LIGHT WIDTH =
'' I
1�
WINDOW BUCK WIDTH -23/4'
WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
TABLE 9-
EMBEDMENT
EDGE
DISTANCE
CONCRETEICMU
-PER ANCHOR
REQUIREMENT
Anchor
Substrate
Mim Edge
Distance
Min. Embedment
Max O.C.
Spacing
612 or #14 410 SS Screw
P.T. 3out m -ne (S = .
16•
•3/8'
1Y
Aluminum, 6083-T5 min
3I8'
1
A36 Steel
318'
0.063• •
12'
Steel Stud, Gr. 33 min.
3/8'
0.045. 18 Go)•
1Y
012 or 014 Steel Screw (G5)
P.T. Southem Pine (SG=0.55)
9116`
13/8`
1Y
, .Aluminum, 6083"T5 min.
A36 Steel
318'
318'
0.063" •
0.0S3` •
1Y
1Y
Steel Stud, Gr. 33 min.
3/8-
0.045' (18 Ga) •
1Y
1/4" 410 SS CmteFler
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-114'
1Y
Concrete (min. 3.35 kep
1'
1314'
1Y
1/4' Steel Ultrecon
'- -
Concrete (min. Z85 kei)
1'
1.3/4'
1Y
Concrete (min. Z85 kaip
2-1/2'
1.918`
12'
Ungrouted CMU, (ASTM 080)'
2-1/2'
1-1W
1Y
Grouted CMU ASTM C90
2-1/2'
19/4'
1Y
5I16` Steel Uincon
Canetete (min. 3.5 kal)
1-1/4'
1374'
1Y
Grouted CMU, ASTM C90
2-i12
13l4'
1Y
1/4' MAX SHIM
' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TT
} 1X WOOD BUCKSTRIP,
• • - -
I SEE NOTE 2, THIS SHEET
'
CONCRETE PER
EMBEDMENT
:,
•.,
ANCHOR
INSTALLATION NOTES:
` .•t.. %
�- -
REQUIREMENT
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
INSTALLATION
°
2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11r. 1X WOOD BUCKS ARE
TYPE F �— EDGE
TYP• ANCHOR TYPE, EMBEDMENT
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS W ARE 1-12'THICK OR GREATER.
DISTANCE
AND EDGE DISTANCE PER
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING
SUBSTRATE, SEE TABLE 9, THIS SHEET
JURISDICTION.
VERTICAL SECTION D-D
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
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EMBEDMENT AND EDGE EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET _
INSTALLATION
TYPEI —
v
q�
11
2X WOOD BUCKSTRIP
OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION INSTALLATION
TYPE J TYPE K
EDGE EDGE
DISTANCE - - DISTANCE
• SHIMS EDGE DISTANCE
a 2X WOOD BUCKSTRIP - 2X WOOD BUCKSTRIP a
OR FRAMING, SEE OR FRAMING, SEE
NOTE 2, THIS SHEET - - - --. NOTE 2, THIS SHEET
114MAX TYP. ANCHOR TYPE, EMBEDMENT AND
SHIM EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET.
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY
a@ 11-7/6" D.C. MAX.
WINDOW
BUCK
HEIGHT
VISIBLE
LGHT
HEIGHT=
WINDOW
BUCK
HEIGHT -
2-3/4•
INSTALLATION
TYPE J
EMBEDI{MENT
J�
114' MAX, SHIM
INSTALLATION
TYPE L
#10 STEEL
SELF -DRILLING SMS
(GS), SEE TABLE 10,
ET
THIS SHEET
2X WOOD BUCKSTRIP
EXTERIOR
OR FRAMING, SEE
NOTE 2, THIS SHEET
�1/4'MAXSHIM
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 1D.THIS SHEET
I _y VISIBLE LIGHT WIDTH = — �O
ff WINDOW BUCK WIDTH -2-3W
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
TCRI P in.
mil\ I EMBEDMENT
i��I\I\I�ll'1IIII III-llll
EXTERIOR
0
Anchor
Substrate
Min Edge
Diatence
Max. O.C.
Spacim
2-12' x .113' Box Neil'
'P.T. SaAem Pine SG--0.55
5/16'
5'
2-12' x .131' Common Nell
P.T. Sarthem Pine SG=0.
3/8'
6'
2-12'-x .146' Roofing Nall
P.T. Southern Plna G=0.56
318,
6'
'
#10 x 1' Steal §crtrM
- .
- P.T. Southern Pine Ge0.55
12'
6'
0.093' Alumlmlm, 6063-T5 min
5/16'
5'
1/16' A36 Sted
511 G
6'
0.045. 18 Go) Steel Stud Gr. 33
1 51117
1 6'
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
EDGE DISTANCE
_L
INSTALLATION NOTES: ,
TYP. ANCHOR TYPE, EMBEDMENT
�•+ EMBEDMENT AND EDGE DISTANCE PER
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
SUBSTRATE, SEE TABLE 10. THIS SHEET
2. WOOD BUCKS DEPICTED ON THIS SHEET AS -1X-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-12' THICK OR GREATER.
VERTICAL SECTION F-F
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
-
- 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
PRODUCTREViSED ' -
-
os —Plyjng with the Florida
B-lums Code —
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EDGE OR FRAMING, SEE INSTALLATION TYPE M
F DISTANCE NOTE 2, THIS SHEET INS AUATION EMBEDMENT
INSTALLATION TYPE M FOR -THIS INSTALLATION TYPE N
i FOR THIS INSTALLATION EMBEDMENT' ANCMETHORSMONLY,
114' MAX ANCHORS MAYBE NO
METHOD ONLY, {� • MORE THAN 6' O.C.
ANCHORS MAY BE NO EMBEDMENT O I SHIM MORE THAN 8' O.C. 1X WOOD BUCKSTRIP, SEE ,
2X.WOOD BUCKSTRIP NOTE 2, THIS SHEET
OR FRAMING; SEE
NOTE 2, THIS SHEET
114' MAX TYP. ANCHOR TYPE, EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE,
4 TYP. ANCHORTYPE, - B SEE TABLE 11, THIS SHEET
EMBEDMENT AND EDGE �•
DISTANCE PER SUBSTRATE,
11 SEE TABLE II, THIS SHEET 3
USED AT CURVED EDGE D
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE
11-7I8' O.C. MAX _ EDGE
DISTANCE
CONCRETE/CMU 11 1
PERANCHOR
REQUIREMENT WINDOW - I 4 11 CONCRETFICMU
BUCK I PER ANCHOR
VISIBLE LIGHT WIDTH = 5 REQUIREMENT
HEIGHT 114" MAX. SHIM WINDOW BUCK WIDTH-2-3/4"
WINDOW BUCK WIDTH _ EXT_fERI_IOR
V
VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G
LIGHT
HEIGHT = FOR THIS INSTALLATION
WINDOW METHOD ONLY,
BUCK ANCHORS MAY BE NO TABLE 11:
HEIGHT- • MORE THAN W O.C. Anchor Substrate Min Edge Embedrrem Max. O.C.
23/4' P.T. Southern Pine SG=0.55 09/16'oe 13/8' S e
AlutNtwm 6063•TS min. 3/8' 0.083' • 6' -
#12 STEEL #12 or #14 410 S3 Screw
A36 Steel 318' 0.063" • 6'
SELF -DRILLING 10, Steel Stud 45' Gr. 33 min. 3/8' 0.018 Ga • g'
THIS SHEET
(GS), SEE TABLE ET P.T: Scuftm Plne SG=0.65 9/16, 13Ig' W
Aluminan, 6083.75 mia 318' 0.0631' 6'
M12 orR14 steel screw (GS) A36 Steel 3/8' 0.08r •_ 8'
21 TYP. ANCHOR TYPE, EXTERIOR Steel Stud Gr. 33 min. 31W 0.0A5' 18 Ga • 8'
EMBEDMENT AND EDGE 1!4' 410 SS CreteFlex
6 routed CMU, ASTM C 90 2-1/T 1-1l4' 1T
DISTANCE PER SUBSTRATE, Concrete (min. 3.35 k9i) 1' 13/4' • 1T
SEE TABLE 11, THIS SHEET
t5l MIAMI-DADE APPROVED MULLION = Concrete min. 2.85 ka 1' 13l4" 1T
�1/4'MAX SHIM Concrete min. 2.85 ksi 2-1/T 13/6' 1T
(SEE'SEPERATE�NOA), ALUMINUM, 1/4' Steel UOracon
STEEL FRAMING OR STEEL STUD. Ungrouted CMU, ASTM C•90 2-1/2' 1-1/4" 12,
�T SEE SUBSTRATE PROPERTIES, - Graded CMU ASTM CAD 2-1/2' 13/4' 12,
INSTALLATION f TABLE I I,THIS SHEET 5116' Sleel Ultraconi Grouted Conc CMU IASTMkaC 90 2-11T 1314' 1T
TYPE N I 1X WOOD BUCKSTRIP. SHEET
• MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
0 SEE NOTE 2 THIS SHEET
INSTALLATION NOTES:
AENI' ..
•
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS -IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE
EDGE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS'W ARE 1-1/2'THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
DISTANCE
APPROVED BY AUTHORITY HAVING
JURISDICTION.
VERTICAL SECTION H-H
3. FOR ATTACHMENT TO METALTHE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
PRODUCT REVISED' .v.
as cumpiying With flie Florida
Bwl3mg Code �,.
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Item
PGT Part #
Description
Materiel
1
4253C
Flanged Frame
Alum. 6063 T5
2
4285
Equal -leg Frame
Alum. 6063--T5 '
3
4266
Integral Fin Frame
Alum. 8063-T5
4
4255
7/16" Lami. Glass Beading
Alum. 6083-T5
5
4254
I.G. Glass Beading
Alum. 6063-75
6a
4270
Installation Fastener Cover
Alum. BW3-T5
6b
4224
Installation Fastener Cover
Rigid PVC
10
70589C
Gasket (at 90' comerjoints)
Polyethylene
11
TP24718
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +/-1
13
Dow 899, GE T700 Silicone or Equiv.
20
71652K
Setting Block, Mono. 3116" x 7/16' x 4'
Neoprene, Duro. 85 +/-1
21
71704AK
Setting Block, I.G. 3/16" x 13/32" x 4'
Neoprene, Duro. 85 +/-1
29
11#6 x 1-1/4' FH SMS
Stainless Steel
30
781 PCOC
1#8 x 1" Quad PH SMS
Stainless Steel
■ smr-r<ra
2.784" . 2.784'' 2.784'
.094' 4 �� � .094' —rl l�� .094' —4 62• ��
.074" 062" .074• 0.074' 062'
1.375• - 1.375" .
1.87s
.438• 500' .438' 500' 438'
1.000' T T r
j .500' - 1—a+-- .050'anoor T .050"aaooe T -- .050"aws
FLANGE FRAME OEQUAL-LEG FRAME 1.125' .077"
#4253C, 6063-T5 #4285, 6063-T5
3 FIN FRAME
I I #4256, 6063-T5
.346'
J � j
1.03T.875' .87-.050' .050" .050'
3/16" 61/4" II.G. GLASS INSTALLATION
OGLASS BEADING BEADING
#4258, 6063-T5 O #4254, 6063-T5 S8 FASTENER#4270, 6063. 5ER
SILICONE HOT -MELT BUM
STRUCTURAL
SILICONE
STRUCTURAL 1/4' NOM. FOAM 3/16" NOM.
POLYISOBUMEN WITH
WITH DESICCANT DESICCANT
ExT. GLASS EXT. GLASS
GLASS /// \—INT. GLASS
KODISPACE SUPER
75 4SG TPS 78 SPACER9NXTT"
Part #
Description
Material
75
Kommeding 4SG TPS Spacer System
76
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
Materials
77
Quanex Duraseal Spacer
78
Cardinal )L Edge Spacer
5/16,
BUM 8
DESICCANT
FOAM
IXT..GLASS
—INT. GLASS
DURASEALO
SPACER
POLYISO- tm,�"
NT FILL AREA
BUMENE5/16' NOM.
SEAL
LICONE SEAL
ROLL -FORMED
STAINLESS STEEL
ExT.GLASS
LASS
XL EDGET"r
7e coer•�o
a
m JR - 05105/16 -ADDED THIS SHEET
WITH SPACERS 8 MOVED PARTS.
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