HomeMy WebLinkAboutNOA Fixed WIndowMIAM1-DADE MIAMI-DADE 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.miamidade.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 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: Series `TW-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 NOA415-0528.26 and consists of this page I 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
MIAMMADE COUNTY Expiration Date: February 19, 2019
�/jq J1(0 Approval Date: August 04, 2016
/ Page 1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MID-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 door, using: Kodispace 4SG TPS
spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
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 Test, 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. 034105. 01)
Man el Pelaez, P.E.
Product Coot aminer
NOAtr. 6-0629.14
Expiration Date: February 19, 2019
Approval 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 Interlayers" dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 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
Elastomers—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 Pe z, E.
Product Control am' er
NOA No. 1 9.14
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51" 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.M.I." approved on 07/09/15 and expiring
on 02/19/19.
Manuel a E.
Product Contr 1 Exat29.14
finer
NOA No.
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-3
GENERAL NOTES: SERIES 720/820
IMPACT -RESISTANT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE 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 30' IN THE HVHZ, THE OUTBOARD
LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY
A -
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
SHEET E
4)ALL WOOD BUCKS LESS THAN 1.1Z THICK ARE TO BE
1L
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
_
WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR
12" MAX•
GREATER. 1XAND 2X BUCKS (WHEN USED) SHALL BE
O.C.
DESIGNED TO PROPERLY TRANSFER 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
1
SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED
1
ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF
6•
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
MAX.
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 PER ASTM
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
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-3B35, 3650 8 7212;
ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAFBPA
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN
MANUAL.
10) THE 720 SERIES USES A PVB INTERLAYER THE 820
SERIES USES AN SO INTERLAYER. THE 720 AND 820 SERIES
MAY ALSO BE REFERRED AS THE 701 SERIES.
48" TIP -TO -TIP WIDTH
47' BUCK WIDTH
48- BUCK WIDTH -
_ 4VISIBLE
45VISIBLE
LIGHT WIDTH
LIGHT WIDTH
B, SHEET 6 - I
6' MAX.
7-1
D, SHEET 7
SHEETS 95• BUCK SHEET
HEIGHT 1
VISIBLE 12D.C.
LIGHT O.C.
I /
j
/
HEIGHT T
/
g -r( f r 12• MAX.O.C.
SHEET 6
TYP. FLANGED FRAME
ELEVATION (TESTED UNIT)
GUIDE TO SHEETS:
GENERAL NOTES ..... _................ 1
ELEVATIONS ............................... ,
GLAZING DETAILS ............. ._..... 2-5
DESIGN PRESSURES ............. .... 2-5
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
96"
TIP TO -
TIP
1EIGHT 1 _
6" T
MAX.
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 2-5
RATED FOR LARGE 8 SMALL
MISSILE IMPACT RESISTANCE
6" MAX.
C I E, SHEET 8
IEET7 G, SHEETS
96" '
BUCL
HEIGHKT 1
13,114" ..7—
VISIBLE 5' MAX.
LIGHT O.C.
HEIGHT T
I T
48' BUCK WIDTH
'VISIBLE
LIGHT WIDTH
-CFIF, SHEET B � I 2"MAX.
H FFTQ
93-1/4"
VISIBLE
LIGHT
HEIGHT
96"
BUCK
HEIGHT
I I I 1
D 2" MAX F. SHEET 8
SHEET 7 H. SHEET 9
5" MAX. O.C.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) (TESTED UNIT)
FIGURE 1:
12' O.C.
MAX.
12" O.C.
MAX.
/
/
6'
MAX.
T
TYPe
p
Deaoription
Sheet
#
1
7/16' Laml 16" An -.09V PVB - 311 rC HS)
2
2
7/16'Lams 18°HS-.090°PVB-3/16'HS
2
3
1-1118"LemI. IG 3i16'T-7/18'Alr-3115"An-.090"PVB-3116°HS
3
4
14/16"Lemi.Kd3t16'T-7116'Air-3116H3-.090'PVB-3/16"HS
3
5
7116'LSmi I16-An-.09T SO-3116'An)
4
6
7/16'LaM 3116-HS-.09T SO-3116-HS
4
7
1-1/16"Lain iG 18"T-7/18'Air-3118'An-.090'SG-3/16'An
5
B
1-1/16'LamL K3 ,8'T-7/16'Alr-3112.:.-...0.IL 6'HS
5
"SG'='KURARAY SENTRYULAS IN I EKLAYEK- by KUKAKAT AMtKII:/4 IN,.
'PVB•=-KURARAY BUTACITEBPVB INTERLAYEW BY KURARAY AMERICA, INC.
SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12' O.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
I►- WIDTH �I f — WIDTH --i f--WIDTH{ I- WIDTH +{
Fr --- ----� T ---� Tr -, TG)ll
II ICI I Iw W I11I Ixj1 1L J 1J
WIDTH WIDTH iF WIDTH --i Imo- WIDTH ---I r- WIDTH --I
cu � ,d
x
11 w11 w11
_J iL J
WIDTH WIDTH I— WIDTH -►{ It WIDTH -a-{ WIDTH -�•{
PRODUCTRMSED
are mPIY1a8 With "Fw'&
BuilBiasr-& i, -,
m JR . 05105116-ADDED SHEET II
WITH SPACERS & MOVED PARTS.
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OF
A. LYNN MILLER, P.E.
TABLE 2:
Window Design Pressure (+I-, psf)forGlass Type f
Lmg Side In
67-7/8
72 1
76
80
84
88
92
96
100
104
109-1f2
30
+1-80
+1-80
+/$0
+/-80
+141D
+/-80
+1-80
*/-80
+/-80
+m
+/-80
32
+/50
+I-80
+/-80
+1-80
+150
+1-80
+/-80
+1-8D
+1-80
+/-80
+/-80
34
.1-80
+150
+150
+1.80
+/-80
+1-80
+1.80
+1-80
+/50
+1-79.8
+I-79.4
36
+1-80
+1-80
+1.80
+/50
+140
+I.80
+1-79.7
+1-77.2
+175.1
+1-73.4
+1-72.2
38
+1-80
+150
+1-80
+/-80
+1-80
+/-781
+/-75.2
+1-725
+/70.3
+/b8.5
+1.%.3
40
+1-60
+1.80
+1.80
+1-79.8
+/-77.2
+/-74.3
+1.71.3
+IS7.9
+I55.1
+/53.4
+Ib1.6
42
+/50
+/.80
+1$0
+1-77.4
+1.74.3
+/-71.3
+I-68.2
+1-64.7
+141.6
+/59.8
+158.2
44
+1.80
+/-80
+/-78.9
+1-75.4
-1.721
0-65.6
+1.622
+I59.7
+I57.5
46
+1-80
+I50
+!-T7.2
+1-73.6
1 +I.70.1
+/-688
+1.63.5
+1.60.3
+157.7
48
+l-80
+/-79.3
+1-75.6
+/-71.9
+/-M3
+/-64.9
+1-61.5
+1582
50
+1$0
+1-77.5
+1-74.1
+1-70.3
+1.66.7
+/-631
+159.7
52
+1-79.1
+1-75.6
+1-724
+/-68.8
+/55.1
+/-61.5
54
+1-77.4
+/-73.8
+1-70.5
-1-67.3
+1.n5
56
+1-758
+1-72
+/-68.6
+/-65.3
58
+1-74.2
+1-70.3
+1.66.8
60
+1-727
+/58.7
+155
62
+1-71.2
+1-67.1
64
+1.68.7
+/85.5
66
67-7/8
1 +1.67
7116' LAMINATED
GLASS STACK
'090"PVB INTERLAYER
3f16" HEAT STRENGTHENED GLASS
3/16" ANNEALED GLASS
4 11
USED AT CURVED
FRAME MEMBERS ONLY518.
29
�- LONG SIDE
@ 11-718.O.C. MAX
GLASS SITE
-7-
1-3
#
f
EXTERIOR
SHORT
SIDE
(� 20
�r
13
J�
L
GLASS TYPE 1
�- LONG SIDE -►�
T
NOTES: SHORT
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE 7�
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.
Window Design Pressure (+f., psf) for Glass Type 3
Long Side (in)
67-7/8E72
76
80
84
BB
92
96
100
ID4
109-112
30
+1-80
+1-80
+I50
+130
+1-80
+1-80
+1-80
+15D
+1.80
+1.80
32
+1-60
+!$0
+1-80
+IAO
+1.80
+1.W
+I50
+/-80
+/-80
+1-80
34
+1-80
+1.80
+1-60
+/$0
+140
+/-60
+1-80
+1-8D
+1-80
+1.80
36
+1.80
+1-80
+1-8D
+/$0
+140
+l50
+/-80
+1-60
+1m
+138
+1-60
+lSO
+1-80
480
+1410
+/.80
+1-80
+1-79A
+/-76.4
+1-74.3
40
-1-80
+/-80
+1-80
+1-80
+1-80
+f.m
+/-78.7
+l73.5
+1-70.9
+Ib9
42
+f-80
+IEO
+I-80
+/b0
+l$D
+1-77
+/-73.1
+I59.6
+/-68.9
+IA5.2
44
+I-80
+f-80
+1-80
+/AD
+1-778
+1-74.1
+/-70.3
1 +/57.5
+/-63.9
46
+I.80
+/-80
+/.80
+1-80
+1-79.2
+1-754
+1-71.7
+1-88.1
+1.65.1
m 48p+/.7a8
+/-80
+/-BD
+1-80
+1-77.2
+f-733
+/-69.5
+IXA8
0i 50
t
+1-80
+1-80
+1-79.4
+1-75.3
+1-71,3
+/-67.5
Y 52
+1-80
+14f0
+1.77.7
+1.73.5
+1.695
m 54
+/-80
+1.79.6
+1-76
+1.71.8
56
+/-80
+I-77.5
+1-73.8
58+1.79.4
+1.75-4
60+1.77.6
+/73.5
62+1.75.8
64
+/-74
67-718
1 +/.74.9
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1/16' NOM. GLASS STACK 7/16' LAMINATED
GLASS STACK
3H6'HEAT
SHORT
3116' TEMPERED GLASS
STRENGTHENED GLASS
SIDE
7/16" AIR SPACE
3/1ANNEALED GLASS
.09(r90' PVB
11
INTERLAYER
5
LONG
' USED AT CURVED
SIDE
FRAME MEMBERS ONLY 29
518"
@ 11-7/8.O.C. MAX.
GLASS BITE
13
EXTERIOR
a76-7 21
13
SS
DET
GLASS TYPE 3
NU 1 tA:
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.
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Window Design Pressure (41-, psQ for Glass Types 2 & 4
Long Side (el)
67-718 1
72
78 1
80
84
88
92
96
1 100
104
1MI12 1
112
116
120 1
124
12B
132
138
1 14D
144
30
+I80
+I-80
+/80
+1.80
+/-80
H-80
+180
+/.80
+/80
+/-80
+/80
+1-80
+1-80
+/-80
+/-80
+1-80
+/.80
+/BD
+1-80
+/-80
32
+I80
+I80
+/80
+1-80
+/80
+/-80
+1.80
+l80
+/80
+/-80
+/80
♦1-80
+/-80
+r-80
+180
+1.80
+/-80
+1-8)
+1-60
34
W-80
+/80
+/80
+/-80
+/80
+/80
+I80
+18o
+180
+1-80
+/-80
+180
+180
+1-80
+/80
H80
+/-80
36
+1�80
+180
+/-60
+I80
+/.80
+/8D
W-80
+180
+180
+i-80
+/80
+/80
+/80
♦180
+180
+18m
38
+1-80
+I80
+1.80
+180
+180
+/80
+1-80
+/80
+/80
+1.80
+180
+180
+180
+/80
40
+180
+J80
+f80
+1-80
+/-80
+180
+I80
+180
+180
+180
+/80
+/-80
42
+1-80
+180
+1-80
+180
+180
+I80
+I80
+h8D
+/80
+1.80
+I80
44
+180
+180
+180
+1-80
+180
+180
+/-80
+/80
+f80
+/80
-
46
+180
+/80
+/-80
+/-80
+1-8D
+1-60
+180
+1-80
+/-80
48
+180
I +I80
+I80
1 +180
+180
1 +180
+180
1 +180
50
+180
1 +180
+180
+180
+180
+180
+180
ti
E
52
+180
1 +/80
+/80
+I80
+180
N-79.7
N
54
+/-80
1 +/80
+/80
+I80
+1-78.6
56
+I-80
+180
+I80
+/-79.1
58
+1-m
+180
+I80
60
+I80
+/80
+/-79.3
82
+I80
+I80
64
+180
+I80
66
+/80
6/-718
+I80
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.
1-1/16" NOM.
GLASS STACK
7/16" LAMINATED.
7/16" LAMINATED
GLASS STACK
GLASS STACK
3116"HEAT STRENGTHENED GLASS
INTLRLAYER
3/16"TEMPERED GLASS
STRENGTHENED GLASS
EAT3/18'HEAT
3116"HEAT STRENGTHENED GLASS
GLASS
7/16" AIR SPACE
090- PVB INTERLAYER
1111
4
5USED
AT CURVED
C*—ST-RENIGTHENED
USEDATCURVEDFRAME
MEMBERS ONLY 2g'
FRAME MEMBERS ONLY 29
51w
11-7/8" O.C. MAX.BITE
-(aj 11-7/8" O.C. MAX.
GLASS BITE
1-3
EXTERIOR
EXTERI
a >a
21 13
GLASS TYPE 2
GLASS TYPE 4
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOW N.
LONG
SIDE
�►— LONG SIDE
SHORT
SIDE
SHORT I-
..I— SIDE f
�— LONG SIDE -�
SHORT LONG
SIDE SIDE
SHORT
SIDE r
m
Y
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a N
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O
fn
JO J�
Z
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LL
J
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W
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Z
Of
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Z
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as
LL
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apl
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se
TABLES:
Window Design Pressure (+}, psQforGlass Type 5
Lang Side (in)
67-718
72
76
80
84
80
92
96
1D0
104
109-112
30
+9W425.4
+901-120
+9W-115.5
+90'-111.5
+901-108.5
+9W-106
+9W-1045
+M-103.5
+9N-1025
+901-100.7
+90'-97.9
32
+9W.116.9
+9W-1108
+90/.105.3
+90d-101.6
+9W-9&7
+9W-95.7
+90/-923
+901-90.6
+901-90.3
+/-89.9
+189
34
+9W-108.9
+901-103
+901-988
+9W55.1
+9W-91.8
*/-882
+184.4
+/-81.5
+180.1
+1-79.8
+1.79.4
35
+901-1026
+�-97.1
+901-928
y-88.9
+/-855
+/526
+1-79.7
+I-772
+/.75_1
+I-73.4
+/-722
38
+901.98.4
+9W-92.2
+1-86.7
+/.632
-1-80.7
+1.76.1
+/.752
+1.725
+/-70.3
+1.68.5
+/-68.3
40
+901-94.6
+188.2
+182.6
+/-79.8
+1.77.2
+1-74.3
+171.3
+1-67.9
+/85.1
+1.63.4
+1-61.6
42
+901-91.3
+1-84.7
+1-80.7
+1-T7.4
+1-74.3
+/-71.3
+/-68.2
+1-64.7
+181.6
+159.8
+IS8.2
44
+1.86.3
+/-82.4
+1-78.9
+/.75.4
+/-72.1
+158.9
+/85.6
+/-622
+159.7
+/57.5
c
46
+/-854
+/-W.8
+1-77.2
+/-73.6
+1-70.1
+I-W.B
+1-63.5
+1.60.3
+157.7
ir512
+1-827
+/-79.3
+1-75.6
+1-71.9
+1-68.3
+154.9
+181.5
rn
+150.9
+1-77.5
+I-74.1
+1-70.3
+1.66.7
+/-631
+159.7
E
+1791
+/-75.8
+1-724
+1-68.6
+/.85.1
+681.5
+I.77.4
+/-73.8
+/-70.5
+1-67.3
+/83.5
+/-75.8
+/-72
+1-68.0
+/-65.3
+/-74.2
+/-70.3
+186.8
+1-727
+158.7
+185
+1.71.2
+/87.1
+/897
+1-65.5
1 +18a3
67-718
I +/8(
7116" LAMINATED
GLASS STACK
.090' SG INTERLAYER
3H6'ANNEALED GLASS
3/16- ANNEALED GLASS
4 11
USED AT CURVED
FRAME MEMBERS ONLY yg 8iB�
@ 11-7/8" O.C. MAX. GLASS BITE �-+- LONG SIDE
1.3 T_
EXTERIOR SHORT
a20 13 SIDE
GLASS TYPE 5
T LONG SIDE -+-I
NUIE'5:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE
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.
Window Design Pressure (+/., psf) for Class Type 7
Long Side to
67.718
72 1
76
80
84
as
92
96
100
104
109.112
30
+9W-130
+gG-13D
+90-130
+901-126
+901-122.6
+9G-119.0
+9W-118,1
+9G-11T
+9W-1158
+9G-1127
+9W-109.9
32
+9W.130
+9W-1251
+901-118.9
+90-114.8
+901-111.5
+901-108.1
+9W-104.3
+901-1024
+9W-102
+901-101.4
+90-99.7
34
+9G-123.1
+9W-1164
+901-111.7
+9W-107.5
+901-103.8
+9G-99.7
+9G35.3
+9GA2.1
r9W-90.5
+1.90
+I-89.6
36
+901-110
+901-109.8
+901-104.8
+90-100.5
+9W.966
+9WSi.3
+/-M
+1-87.3
+/84.9
+1-82.3
+1.81.2
38
+901-111.2
+901-104.2
+9G-979
+901-94
+9W.91.1
+/-K2
+/-84.9
+1.81.9
+1.79.4
+1-76.4
+1-74.3
40
+9W-106.9
+90-996
+gW-934
+9W5D.1
+/-87.2
+1-84
+1-80.5
+I-767
+/73.5
+/_70.9
.189
42
+901-103.2
+W-95.7
+9G.91.2
+1-87.4
+184
+/30.6
+/-77
+I-73,1
+/89.6
+186.9
+1-65.2
44
♦901-99.7
+90-93.1
+1-89.1
+1.85.2
+181.4
+1-T7.8
+/-74.1
+1-70.3
+/87-5
+l$3.9
5 46
+9G-95.5
+90-91.3
+/-872
+183.2
+1.79.2
+/-75.4
+/-71.7
+/as.1
+/-W.1
_v 46
+901-93.5
+1.69.6
+/-85.4
+1.81.2
+1.77.2
+/-733
+/89.5
+155.8
m 50
+9WAIA
+1-87.6
+/83.7
+/-79.4
+/-75.3
+1-71.3
+1-67.5
E 52
+I.894
+/85.5
+/81.8
+1-77.7
+1-73.5
+/59.5
m 54
+/$75
+/-83.4
+1.79.6
+/.76
+/-71.8
58
+/-85.6
+181.4
+/.77.5
+1-73.8
58
+1.838
+1.79.4
+1-75.4
60
+1.821
+1-77.6
+/-73.5
62
+1-80.4
+I.75.8
Lk
*1-788
+1-74
66
+1-TZ2
67.7/e
1 +I-749
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1/16' NOM.
GLASS STACK 16' LAMINATED
GLASS STACK
-J SHORT
3/16' TEMPERED GLASS 3/16' ANNEALED GLASS -I SIDE
3116' ANNEALED GLASS
7/16' AIR SPACE .090' SGINTERLAYER
11
5 LONG
USED AT CURVED 5/8. SIDE
FRAME MEMBERS ONLY 29
@ 11-7/8.O.C. MAX. GLASS BITE
13
EXTERIOR I L__J j
aleas 21 13 SHORT OE
GLASS TYPE 7
NUIt5:
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.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
PRODUCT REVISED
as Complying with dm Florida
B,dld'mg Code
Ntanoe N°_y�{,8p4
i
0
a
M Y m
D co •-
} ti Ir a o0 C) N
04
v N
M CM
O J ,4 J 0 Z B n
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�z n z g w LL
J O
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OL
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U t1J
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LL ❑
anll '�sa0 sauas
Window Design Pressure (+/-, psf) for Glass Types 6 & B
Long Side (n)
67.718 1
72
76
80
84
88
92
96
100
104
103112
112
1 116
120
124
128
132
138
140
144
30
+901-130
+901-13D
-99-130
+901-130
+9W-130
+901-130
+901-130
+91N-130
-901.130
+901430
+901-130
+901-130
+901.130
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
+901.130
32
+901.130
+901-130
+901-130
+901.130
+9W_130
+9W-130
+901-130
+901-130
+9W-130
+901-130
+901-13D
+9W-130
+901-130
+901-130
+9W430
+901.130
+9W-130
+901-130
+901.130
34
+201-130
+901-130
+90/-13D
+9W-130
♦901-130
+9W-130
+9W-13D
+901-130
+90-130
+9W-130
+901-13D
+901-130
+9W-130
+901-130
+901-130
+901.130
+901-130
38
+901-13D
+901-130
+9W-130
+901-130
+901-130
+9W-130
+M.130
+9W-130
+901.130
+9W-130
+901-13D
+9W-130
+901-130
+9W-130
+901-130
+901.130
38
-+901-130
+901-130
+9W-130
+901-130
+9W-13D
+91Y-130
+901-130
+9W-130
+9W-130
+90030
♦901-130
+9W-13D
+901-129.2
+9W-127.3
40
+901-130
+9W-130
+961.13D
+901-130
+90/-130
+9W430
+901-13D
+901430
+901-130
+9W-128.8
+901-123.2
+90f-122
42
+901.130
+901-130
+901-130
+901-130
+901.13D
+901.130
+901-130
+9W-129.3
+9W-123.2
+9W-119.7
+9W-116A
44
-901.130
+901-13D
+901-130
+9W-130
+901_730
+90/-130
+9W-130
+gW-124.5
+9W-119.4
+9W-115
46
+901-130
+901-13D
+901-130
+901-130
+901-130
+901.130
+9W426.9
1 +901-120.5
+9W-115.3
48
+901-130
1 +901_730
+901-130
+901-130
+901-130
+9(Y_129.7
+9W-173
+90;-116.5
q
50
+9W_130
+9W.130
+9W-130
+9D1430
+9W-130
+9(Y-12&2
+89.4/-119,
r
E
52
+901-130
+901-130
+901-130
*901-130
+9W-13D
+8681.723
rn
54
+9W-130
+901-130
+901-130
+901-13D
+8B.81-12/.1
68
+901-130
+901-130
+901-130
+89.41-129
5B
+9W-130
+901.130
+9W-130
60
+901-130
+9W-130
+K61-129.
62
+9W-130
+901-130
64
+90f-130
+901-130
66
+901-130
67-718
+901-130
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.
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. 00 NOT USE WITH FIN -FRAMED WINDOWS.
7116' LAMINATED _
GLASS STACK
3116' HEAT STRENGTHENED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11.718' O.C. MAX.
EXTERIOR
a
090' SG INTERLAYER
_3/16' HEAT
STRENGTHENED GLASS
GLASS TYPE 6
TABLE DIMENSIONS MAYBE }
ORIENTED VERTICALLY OR
1-1716' NOM. HORIZONTALLY AS SHOWN.
GLASS STACK GLASS
LAMINATED LONG
GLASS STACK SIDE
3/18' TEMPERED GLASS 3H6- HEAT STRENGTHENED GLASS �- LONG SIDE
3116' HEAT STRENGTHENED GLASS T_
7118' AIR SPACE .090' SG INTERLAYER SHORT
SIDE
SHORT 5 I -
SIDE I�
USED AT CURVED TM
GLASS BITE FRAME MEMBERS ONLY 29 51W
11._ O C MAX GLASS SITE
LONG
SIDE
SHORT I --
SIDE
1-3
EXTERIOR
GLASS TYPE B
T �— LONG SIDE
SHORT lj
SIDE
M
Y
m
O
} ^
a a
p
cj
N
O-j cm-1 a
Z
e
Z LL of LL w
J
u."n'0
❑
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❑
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W Z O co
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v
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DW
Z
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p
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D:
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U
x
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seuas
EDGE
�II DISTANCE
INSTALLATION
TYPE a
WINDOW
BUCK EXTERIOR
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2314•
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EMBEDMENT T
EDGE
DISTANCE
�114"MAX
1 SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
'
SEE TABLE B. THIS SHEET
USED AT CURVED•
FRAME MEMBERS ONLY
® 11-7/8" O.C. MAX. CONCRETE/CMU
PER
ANCHOR
REQUIREMENT
114' MAX. SHIM
#12STEEL
SELF-DRIWNG SMS
(GS), SEE TABLE 8,
THIS SHEET
INSTALLATION
METHOD D
INSTALLATION ANCHOR
UNDERNEATH THE
BEADING �n 1 EXTERIOR
MIAM'I--DAAD��EE AAPPIROIFED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE B,THIS SHEET
INSTALLATION INSTALLATION EMBEDMENT
TYPE C TYPE B
EMBEDMENT 1X WOOD BUCKSTRIP, •'
1/4" MAX SEE NOTE 2, THIS SHEET • e
SHIM
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE
B SEE TABLE 8, THIS SHEET
EA
'
Tn
RIOR
VISIBLE LIIGHT WI -WINDOW BUCK WIDTH
-23/4' 11 -
WINDOW BUCK WIDTH CONCRETEICMU
TIP -TO -TIP WINDOW WIDTH PERANCHOR
REQUIREMENT
HORIZONTAL SECTION A -A
TAR1 F R-
Anchor
Sub5tmte
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 erp14410 SS Screw
P.T. Southern Pine (SG=0.55)
9116"
1.3/8'
12
Aluminum, 6083-T5 min.
3/8"
0.063' •
12.
A35 Steel
3/8'
0.063' •
12'
Steel Stud, Gr. 33 min.
3/8'
0.045' 18 Ga •
12'
412 or 014 Steel Screw (G5)
P.T. Southern Pine (SG=0.55)
8/16•
1318'
12, '
Aluminum, 6063-T5 min.
318"
0.063" •
12'
A36 Steel
3/9'
0,063" •
12'
Steal StuQ Gr. 33 min.
3!8'
0.045 18 Ge) •
12'
1/4. 410 SS CreteFBx
Unpreuted CMU, Win.
2-1l2'
1-1/4'
12'
Concrete (mh. 3.35 k'4
1'
13/4'
IT
1/4' Steel Ullmcon
Concrete (min. 2.85 kel)
1'
13/4'
12'
Concrete (mkt. 2.85 Ksp
2-1YL
1-3/8'
12'
Ungrouted CMU, (ASTM Cso)
2-117
1-1/4'
12'
Grouted CMU, ASTM C-90
2-1/2'
13/4'
12"
5116' Steel Uttmeon
'Cencrete (min. 3.5 kel)
i-1/4'
13l4'
12'
Grouted CMU A37M 690
2-11Y
13/4'
12'
�1/4' MAX SHIM
' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
--77--
} 1X WOOD BUCKSTRIP.
I 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.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE
INSTALLATION
�— EDGE TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 8, THIS SHEET
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE IAA THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING
JURISDICTION.
TYPE
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 EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
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EMBEDMENT
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THISSHEET
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REQUIREMENT
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SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
INSTALLATION
TYPE F
1X WOODBUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE. EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
EXTERIOR \
I 4 11
I VISIBLE LIGHT WIDTH - 5
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WINDOW BUCK WIDTH
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Tool F e•
EMBEDMENT
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1.3/4'
12'
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1.318'
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2-11r
1-1/4'
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1-1/4'
1.314'
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2-1lr
1.314'
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r114" MAXSHIM
�1L
' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
•CONCRETE
9DISTANCE
PER
EMBEDMENT
..•
ANCHOR
INSTALLATION NOTES:
'REQUIREMENT
1. USE ONLY ANCHORS LISTED ON THIS SHEET- FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.INSTALLATION
2. WOOD BUCKS DEPICTED ON THIS SHEET AS -IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'. 1X WOOD BUCKS ARE
Ir
TYP, ANCHOR TYPE, EMBEDMENT
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X' ARE 1-1/2'THICK OR GREATER
TYPE F
AND EDGE DISTANCE PER
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
SUBSTRATE, SEE TABLE 9, THIS SHEET
JURISDICTION.
VERTICAL SECTION D-D
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A 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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4
11
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EDGE EDGE
DISTANCE DISTANCE
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SHIM
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INSTALLATION INSTALLATION
TYPE J TYPE K
1/4'MAX EDGE DISTANCE
SHIM
2X WOOD SUCKSTRIP 2X WOOD BUCKSTRIP O
OR FRAMING, SEE OR FRAMING, SEE
NOTE 2, THIS SHEET NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
/ 1 SEE TABLE 10. THIS SHEET
6 2X WOOD BUCKSTRIP EXTERIOR
OR FRAMING, SEE �J
NOTE 2, THIS SHEET
5 S I
3 I I EMBEDMENT
� II`
11 EXT
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RIOR
I
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WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
Anchor
subsume
Edge
Distance
Distance
Max. O.C.
Spacing
2.1/2" x .113" Box Neil
P.T. Southern Pine SG-0.65
5/16'
5"
2-l14" x .131" Common Nell
P.T. Southern Pine SG=0.55
318-
6'
2.1/7 x .145" Roofing Nell
P.T. Southern Pine SG=0.65
3/8'
5"
#lox 1" Steel ScreW
P.T. Southern Pine SG-0.55
12"
6"
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5/16"
6'
1/16 A36Steel
5119,
6"
0.045" 18 Gs Steel Stud Gr. 33
1 61lV'
1 6'
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STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
INSTALLATION TABLE 10,THIS SHEET
TYPE J <a
EDGE DISTANCE
I' INSTALLATION NOTES:
TYP. ANCHOR TYPE, EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET 2, WOOD BUCKS DEPICTED ON THIS SHEET AS "Ir. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12". 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 7.X' 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.
PRODUCT REVISED
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INSTALLATION TYPE M
EDGE OR FRAMING, SEE
DISTANCE NOTE 2, THIS SHEET
FOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAYBE
EMBEDMENT
� MORE THAN 6' O.C..
_E114' MAX
3 SHIM
4
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE 11. THIS SHEET
EDGE
EXTERIOR
USED AT CURVED DISTANCE
29 FRAME MEMBERS ONLY
11-718- O.C. MAX.
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
WINDOW
BUCK
HEIGHT
1/4'MAX. SH��
INSTALLATION TYPE M INSTALLATION EMBEDMENT
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114, MHX ANCHORS MAY BE NO
SHIM MORE THAN 6'O.C.
1X WOOD BUCKSTRIP, SEE ,
2X WOOD BUCKSTRIP NOTE 2, THIS SHEET
OR FRAMING, SEE
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
6 SEE TABLE 11. THIS SHEET
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WINDOW BUCK WIDTH EXTERIOR
V
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LIGHT
HEIGHT = FOR THIS INSTALLATION
WINDOW ' METHOD ONLY,
BUCK ANCHORS MAYBE NO
HEIGHT- • MORE THAN 6.O.C.
23f4-
912 STEEL
SELF -DRILLING SMS
(GS), SEE TABLE 10.
. THIS SHEET
21 TYP. ANCHOR TYPE, !EXTERIOR
6 EMBEDMENT AND EDGE ^
DISTANCE PER SUBSTRATE, 15
SEE TABLE 11, THIS SHEET
5 �1/4' MAXSHIM MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
INSTALLATION TABLE 11,THIS SHEET
TYPE IX WOOD 2, THIS SHE
d SEE NOTE 2, THIS SHEET
TARI F 11-
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max. O.C.
S cin
#12 or #14 410 SS Screw
P.T. Southern Pine SG=0.55
9116'
1316'
6'
Aluminum 6063-T6 min.
3/8'
O.DB3' •
e'
A38 Steel
318'
0.063' •
e'
Steel Stud Gr. 33 min.
3/8'
0.045' (IS Gal
6'
012 or014 Steel Screw (CS)
P.T. Southern Pine SG=0.55
Will"
1-3/B'
6'
Aluminum, 6063-75 min
3/8'
0.063" •
6'
A38 Steel
31W
0.063' •-
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3f8'
D.045' 18 Ga
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12,
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1•
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1T
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1'
13/4'
12,
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2-1/T
1318'
1T
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2-1/2'
14/4'
12,
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2412'
1314'
1T
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2-11T
1314•
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• INSTALLATION NOTES:
EMBEDMENT
a 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS '1)(', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-1/2'THICK OR GREATER
EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
DISTANCE JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
VERTICAL SECTION H-H
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
PRODUCT REVISED
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Description
M2t8d21
1
4253C
Flanged Frame
Alum. 6063-T5
2
4285
Equal -leg Frame
Alum. 6083 T5
3
4256
Integral Fin Frame
Alum. 6063 T5
4
4265
7116' Lami. Glass Beading
Alum. 6063-T5
5
4254
I.O. Glass Beading
Alum. 6063-T5
6a
4270
Installation Fastener Coker
Alum. 6063-T5
6b
4224
Installation Fastener Cover
Rigid PVC
10
70589C
Gasket (at 90" comer joints)
Polyethylene
11
TP24718
Vinyl Bulb Weatherstdp
Flex PVC, Duro. 65 +/-1
13
Dow 899, GE 7700 Silicone or Equiv.
20
71652K
Setting Block, Mono. 3/16' x 7116' x 4"
Neoprene, Duro. 85+/-1
21
71704AK
15etting Block, I.G. 311W x 1-3132" x 4"
Neoprene, Duro. 85 +/-1
29
1
1#6 x 1414' FH SMS
Stainless Steel
30
1 781PQX
1#8 x 1' Quad PH SMS
I Stainless Steel
2.784" —� ,094" 23W if I 2.7�
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Lf1.375" 1.375" .
1975 .438' .500' .438' T 436'
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3/16" & 1/4"
I.G. GLASS
BEADING
INSTALLATION
ASTENER
68 COVERF#4270,
O #4258, 6 63D- 5G
O #4254, 6063-T5
60 3-5
SILICONE
HOT -MELT BUM
STRUCTURAL
SILICONE
STRUCTURAL 1/4"NOM.
FOAM 3/16"NOM.
'OLYISOBUTYLEN
WITH
WITH DESICCANT
DESICCANT
EXT.GLASS
EXT.GLASS
INT. GLASS
INT. GLASS
KODISPACE
75
76 SUPER
4SG TPS
SPACER@NXT"'"
Part #
Description
Material
75
Kommeding 4SG TPS Spacer System
76
Quanex Super Spacer nXr with Hot Mett Butyl
See this
Sheet hr
77
Quanex Duraseal Spacer
Materials
78
Cardinal X_ Edge Spacer
5116"
BUM &
DESICCANT
FOAM
EXT.GLASS�
U,- —INT. GLASS
DURASEAL0
OQ0A!`C0
POLYISO-tw,�"
NT FILL AREA
BUTYLENE5116" NOM.
SEAL
LICONE SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
LASS
XL EDGE'""
78 SPACER
JR
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