HomeMy WebLinkAboutNOA; Series PW7720A Aluminium Fixed WindowM IAM I•DADE MIAMI-DARE COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (PER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.cov/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 "PW7720A" Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets,1 through 10 of 10, dated 04/12/13, with revision D dated 03116118, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E.i 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 and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2,
E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23, 2018
81l311
8 Pagel
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06106117, 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, Duraseal® spacer system, Super Spacer® NXTrm spacer system and XL
Edg9m 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.
(Submitted under NOA No.16-0629.14)
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. 03-1105.01)
Manuel er z, .E.
Product Control E1xaT1ner
NOA No. 18 30.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 6th Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
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. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" 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 II 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 Pere„ .E.
Product Control E a uer
NOA No. 18- 30.05
Expiration Date: February 19,2024
Approval Date: August 23, 2018
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 5'h Edition (2014) and FBC 6"' Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for 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)
6. 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)
G. OTB ERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window— L.M.I." approved on 08/04/16 and expiring
on 02/19/19. 1
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
Manuel ere
Product Control Ex n;' er
NOA No.18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-3
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked -up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 01
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. . Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 1011 and
expiring on 02/19/19.
Manuel Pere .E
roduct Control ExaiqLmof
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-4
I)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDINGTHE
HIGH VELOCTTY HURRICANE MINE PPIHZL
y
21 SHUTTERS ARE NOT REQUIRED WHEN USED IN W NU -BORNE
DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3W
IN THE HVHZ, THE OUTBOARD LITE (CAP) MUSTTEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-0AOE COUNTY, USE ONLY
MIAMI-0ADE COUNTY APPROVED MASONRYANCHORS. MATERIALS
USED FOR ANCHOR EVALUATIONS WFAE SOUTHERN PINE ASLM CSD
CONCRETE MASONRY UNITS AND CONCRETE WTH MIN. "I PER
ANCHORTYPE
A) ALL WOOD BUCKS LESS THAN I.ITYTHICKARE TO BE CONSIDERED
A'
1KINSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
SHEET
INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS U
ARE 1-IQ' THICK OR GREATER I% AND 2K BUCKS (WHEN USED) SHALL
1
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
i
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
---
THE ENGINEER, LEORI OR ARCHITECT OF RECORD.(AOn 13.M
MAX.
5) ANCHOR EMBEDMENT TO BASE MATER9 SHALL BE BEYOND WALL
r
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENTEMBEDMENT.
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF WE
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.
I
6)MAK.1M' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
1
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 6_10-MAY
IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A NEGATNE DESIGN LOADS BASED ON STRULTIIRALCYCLE TEST
PRESSURE. FRAME ANALYSIS AND GLASS PERASTM E13W.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAVCYCLE TEST PRESSURE, FRAMEANALY5ISANO GLASS
PER ASTM El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD.
B) THEANCHORAGE METHODS SNOWN NAVE BEEN DESIGNEDTO
RESIST THE W NDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 3&15%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 MOD. ANCHORS
THAT COME INTO CONTACT MTH OTHER DISSMIAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING LODE
FOR CORROSION RESISTANCE
9) REFERENCES: TEST REPORTS FTL-3835, 3850,7212 & 1&770; ELC(
ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAFBPA NDS
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL
10) ME 7]20A SERIES WAS FORMERLY CALLED THE nWN SERIES.
CODES 1 STANDARDS USED.
a2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E133
aANSVAF&PA NDS-MIS FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADW2015
aASI S10012
aASC36U-10
4VTIP-TO-TPWDTH
4W BUCK WIDTH
4&11V WSIBLE
LIGHT WOTH
6.12•MAX
A gfi. C
BUCK SHOE
HEIGHT 1
/ 93-110 J—
LIGHT O.C.
/ HEIGHT T
9- I}
TIP -TO
6•
MAX.
J
TYP. FLANGED FRAME
ELEVATION
GUIDE TO SHEETS:
GENERALNOTES
ELEVATIONS.._ .........
_-.._.__ 1
GLAZING DETAILS_....._......_.... 2S
DESIGN PRESSURES...__.__. M
INSTALLATION, FLANGE_ ------ _ 6
INSTALLATION, EQUALi G...._.7
INSTALLATION, INT. RN A._..._0
INSTALLATION, INT. FIN B__-9
CORNER ASSEMBLY.._...____ 10
OMUSION PROFILES ............. 10
PARTS LIST _........ —____._10
FIGUREI: /A
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IDMIGNPRESSUREMMG1 IMPACTRATING
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SEE SHEETS 2-6 1 IMPACT RESISTANCE
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15 1:111B T61
TYP. EQUAL -LEG FRAME TYP. FIN FRAME
ELEVATION ELEVATION
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBINGTHE SHAPE INA BLOCK
ANDOWMINGDESIGNPRESSURESFORTHATBLOCKS FROMTHETMB ONSHEETS 2-5.
ANCHOR SPACING TO BE 6' MAK. FROM CORNERS AND 12' O.C. MAX. FORALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
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TABLE 2
Wind" Design Pressure (+/-, pall for Glass Type 1
Lor
SIm.T bTi
6&718
73
R
81
85
89
93
97
101
1 105
11D1R
N
•/-80
N-BD
N50
•I-80
•/50
+/50
N60
.l-�
.I -BD
N-N1
.l50
33
+/-
-140
.ld0
W-
+140
•IAO
NAD
NR0
+l-W
+/.80
•/.80
35
H-BO
HSp
N-00
N-80
+FW
NAO
H50
NAO
N�
N->9.8
N-ieA
37
N-BD
N-80
N50
4A0
./AO
N-0
W .7
+l-R
N.7&
•1-T!A
N- 2
39
+F60
+1-00
NAO
N-80
+1-80
Nd81
N-75.2
N-R.5
N-i0J
N-09.5
NAB.]
41
HAO
HAO
N-00
.1.798
H-77.2
N-74.3
Nd1.3
-we
+/b5.1
q43A
N51.0
43
N-80
+140
450
N-RA
4A4.3
N-71.3
•158.2
N541
+1-MA
•1-59.8
N56.2
F
45
+I.80
+140
•A7a9
+F 54
N-i21
•1-689
•IhA
•52
+/-59.
.5 5
R
47
+1-80
N-80
N.R2
4-73.6
+/-781
./A S
N-53S
N403
NSi.i
F
49
•tA
+I-i9.3
•1-75A
N-71.9
N 113
•664.9
•141.5
+1553
51
+1-80
N-R.S
.1-74.1
N-70.3
.156.7
-143A
+159.7
53
•/-7B.1
+I-7SS
.1-TL4
N.SBA
N.65.1
+f51.5
L
55
+1-7i1
+I- 8
+1-70.5
NA1.3
N-63S
y
ST
•/-T5.8
H-R
+/50.6
H553
59
•f-7,L2
./-70.3
+/S80
61
+/-727
./-68.7
Nay
63
./-71.2
./b 1
65
./A9.7
+/-65S
8T
NA0.3
M718
+/Xr
1) TP-T0.TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1' FROM THE TIP-T0.TIP DIMENSION IN
THE TABLE TO DETERMINE THE WINDOW SDE
2) FOR SUES NOT SHOWN. ROUND UP TO THE NEXTAVAILABLE SHORTOR LONG DIMENSION.
3) FORARCMNECTURAL WINDOWS. FWD THE SMALLEST WINDOW SIZEIN THE TABLEABOVE WHICH THEOVERALL DIMENSIONS
COMPLETELY F T WI1111N.
TA8LE3,
Window Design Pressure (+/., pat) for Glass Type 3
Lon.Sltl
T bT
68-7/8
73
TT
81
85
&9
93
97
101
im
110m12
31
+/-80
N-60
MA0
I.Se
.,-an
4-60
440
4-00
H-00
+Ibe
Nd0
J3
N50
H50
H50
H-80
+IAO
NaJ
450
+IdJ
H-Bp
•I50
N59
JS
+/AO
N-60
N50
•/50
•I50
HSD
NAO
NAO
N-BJ
+LAD
N50
37
ASS
N-m
+/-00
N40
+t-0
440
+AO
NAO
H40
N40
H-00
39
N-00
N-m
4-80
H-80
+I-00
+140
+1-00
NAO
.1de.4
•1-76.4
+/-74.
H
NA9
N40
./-�
H-00
NAO
4AG
•Sp
N-08.T
H-T3.5
.I-TO.B
HE9
u
+/AO
N-80
HA0
+LAD
+1-M
450
.l-R
.1-73.1
+/598
4A89
H-853
F
45
.AW
N-BD
NAO
450
NAO
N-Trx
•1-74.1.
4-70.3
N47.5
.I-0.9
S
47
.1-00
N-90
4-80
.IAO
+/-792
N45,4
.A71.7
H58.1
H55.1
F
49
HAO
NAO
0-00
NAO
.l4'T.2
N-TJ.3
.1A9.5
Ni5.8
51
NAO
4.81
1-00
.1.79.4
+1&S3
N-71.3
•W.5
53
.1.0
NAO
H50
+1.77.7
./-735
+I- S
+-8D
H50
+l-]9.61
.I.76
.I-71.8
p55
y
57
.r-SO
+fA
.1.77.5
+/-".a
59
.LAG
./-79.4
.1-754
61
N-80
./-R.6
+1-T3.5
83
N-80
N-TSB
65
4.766
N-76
67
4-R.2
8&716
4.749
1) MP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS. SUBTRACT V MOM WE TPTO-TP DIMENSION W
THETASLE TO DETERMINETHE WWOOW SIZE.
2) FOR SUMS NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DOBENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SRE W THETASLE ABOVENMICH WE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN.
1/IGLASS STACK
GLASS STACK �
1
.090-PVB INTERLAVER
3I16' HEAT STRENOIMENEO GULSS
3/lfi'ANNEALEDGLASS
4 71
�- LONG SIDE
G ASS DRE
,a
r�
SHORT
O(TERIOR
SIDE
a 20
13
GLASS TYPE 1
LONGSIDE
fir-
SHORT
SIDE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
14n6-NOM.
GLASS STACK
,3 7I16' LAMINATED
GLASS STACK
L16' NEAT
]It6'TEMPERED GLASS
STRENGTHENED GLASS
]/16'AIR SPACE
3N8'ANNEALE1DGLASS
.0990. PVB SHORT
L\
u u SIDE
5 v
LB'
GLASS ODE
3 6 LONG
SLOE
IXTERIOR
a s 21 13 1
GLASS TYPES
_ SHORT IDE I-.�
HOR
W i
m_
-1
❑
a
A
5
nab
Q
`v
O
b o
°IW
❑
N
W
_
OJ a
D.'
N
n
O LL o
Z
Z
J
49
u .0.0
O
so^�
UUne oa
❑
HZv i�
x
9M0
O W .-.
C9
O
�Z� o
O
u
g
J
Q
W
Q
♦-
LL
O
N
® m
I
Z
W
K
hays
3
�
y
y
z
Q
Z
am5
a
D
G
Ul
e^e
X
U,
5
L-
❑
a
71-m
v.aG
:a!o5
TABLE4'
1) TIP-TO-TP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1' FROMTHEMP-10-11P DIMENSION IN THETABLETO DETERMINETHE WINDOW SM
2) FORSRES NOTSHOWN, ROUND UP TO ME NEMAVAILABLE SHORTORLONG DIMENSION.
3) FORARCHITECTURALININDOWS, FIND THE SMALLEST WINDOW SIRE IN 1HETABLEABOVE WHICHTHE OVERALL DIMENSIONS COMPLETELY FR WITHIN.
1-1116-NOM. TABLE DIMENSIONS MAY BE
CLASS STACK ORIENTED VERTICALLY OR
]/1GLASS VACKNATED J GI -AS LAMINATED
GLASS STACK � � I GLASS STACK HORIZONTALLY AS SHOWN.
.090'PVB INTERIAYER 3MVIEMPEREDGLASB 3ne•NEAT STRENGMENEO GIA95 LONG
3116•HEAT WIFHEATSTRENGTHENEDGLSS SIDE
STRENGTHENED GLASS )!16'NRSPACE T�">— LONGSIDS lv 1
116•HEAT STRENGTHENED GLASS11.090'PVB INTERLAYER O 1 1
4 11 11 SHORT b
S � SIDE J•
�• L --I BHDRT GLASSSITEcuss afTE
1J 1J
EXTERIOR EXTERIOR �-«— LONG SIDE —�
a 20 13 a s 21 13 '-
GLASS TYPE 2 GLASS TYPE 4 sSDE LODE
SHOE SIDE
L
SHORT I —
SIDE I—
Window Design Pressure (+/-, psf( for Glass Types 284
to Side
n mr 1
E&TIB
73
TI
Bt
85
89
93
97
101
105
110-12¢
113
1 7
1P
tt5
?9
133
137
141
145
31
HAO
HAO
NAO
•/AO
HAO
N-00
+/-60
H-eo
+l-SO
HAO
+IAO
NAO
NAO
N-�
NAO
alAO
+iAO
.1-60
.f-6D
H-SO
33
HAO
NAO
N-80
+/AO
HAO
N�
HAD
NAO
NAO
HAO
NAO
NAO
H-BO
N-�
+1-60
+IAO
HAO
HAO
+fAO
�36
H-80
NAO
N-SO
H-00
+/AD
NAD
N-80
N-80
+I-60
NAO
+/�0
HAO
H-80
N-BD
N-90
+I-00
N-BO
31
a/.80
HAO
H-SO
+/AO
+IAO
N-00
NAO
+/-80
+/-SO
•I-90
•/AO
HAO
H-SO
HA3
39
NAO
HAO
N-BO
+/-DO
Hd0
NkD
+/-60
HAO
+I-60
N-60
•IAO
+/-60
N-B3
•IR1
41
+IAO
+1
•/AO
HAO
H-00
HAO
HAO
+/AO
H-60
N-BD
NAO
HAD
0.t
+1A0
NAO
+/AO
NAO
HAD
NAO
+/AO
HAD
N-60
N-60
N-BO
F
43
•A80
H-BO
N-80
+/AO
HAO
NAO
•/AO
+/-60
H-60
HAD
4)
+/AD
+IAO
a/AO
NAO
HAO
HAD
+/AO
+IAO
NAO
F
49
+IAO
alAO
H-80
NAD
HAp
+IAO
+/AO
NAD
d
61
NAO
+/AO
NAO
y-80
HAO
HAO
+/AO
�
Sl
NAO
HAO
HAO
H-DO
HAD
H-T9.1
S
55
•/AO
N-00
+/.60
59
HAO
+1-BO
NAO
61
H-W
6]
NAO
NAO
65
+IAO
+/AD
6)
HAO
6&)IB
+lAO
NO CHANGES THIS SHf:ET.
t
4
¢v
w
o
a
h
T n o
•Iva
O
Q
W
0
N
�^ 6i
O
�
e
n
Z LL 100 , i
J
u.o.0
�
aN
O
p z O
Q
N
m
.QJ
Q
W
m
¢
LL
O
m
®
N
w
1»vs
m
3
0
2
Q
Z
UJ
aoa5
o
�
a
c
U
O
w
Z
(D
n
X
w
LL
O
d
TABLE 5:
Wln4ow D8sl3n Pressure (+I-, psQ for Glass Type 5
m n en
a
06718
]2
]/
]bYe
e1
1 a5
09
re
e]
1.1
1W
1W
H1 in
T
+W-120
+W-1273
•W'-1236
•Bd-121.]
lRY-119A
IWAIe5
+W-1135
+9d-111
+90bINS
+OYtm]
N!d-W.
+�-Id3
•Od-IW.S
39
IM-1
+BYd20
+W-145
IM-1119
+W-111
+2d-10 4
..1..
♦ .0 ]
+..5
+WI-
+W.
.9W�We
Aa
+.FIW
al
+9Y.V0.1
*9G.M5
+M-10]]
+B AM2
+WF103
19WbW,S
+2d-9]d
KW-W9
+9d.@
N1Oa
KBB
4295
.
49Y-0PA
+W Ull
.Wd025
+9L-1W]
+W-W.e
+W-052
+21Y.922
-14,1
NLie
r/dl
+l-$!A
N-00,0
N-00.1
45
+W-Ire]
+BY-1025
+D1.W.a
+5M9/.l
...WO
+W-01
N-H)]
NA5.1
N.91.]
4-]9]
4.1].9
N-761
+/-]5.9
1 <]
+W-tN4
+W-Wd
+W-111
+W-W.B
+Bd-01.8
N471
+116
0051
N4&0
+/qe]
+ld<J
N-R]
N-12
a0
FB 51
+W-I W.1
+W-BOA
+W-BT
+W-W,1
+.W.
.WW1
+W-WB
+/-0e2
+FOSS
41d2
..e
1142
+/-012
+/-711
N-]BA
NABJ
+/-78.1
N-T36
+/.M9
+/A13
N-]t]
N-58e
..e
4ti63
+l..
+I-05.0
5]
+eV 953
+W-91.1
+1a1A
.1.0
.1J3
+01A
N88J
+/d9.3
Nda
+/-03.2
F 55
+W-228
Nd62
N-01.3
+1. 9
-"1,
+I-]8.1
+1-74.1
+F71.9
H-091
.1H4
4141&e
N81B
+F813
0]
50
+l-09d
+/d7,1
N-053
N-828
N-eIA
+/dB]
+/-000
N-nA
+/dB
1.7&8
N4e2
N-74
+143
+1-7tA
+149.0
N o
4-r60
N-0ad
+1 1
.2
+Id1.B
.11.1
+/-0&1
Y W
e3
N A
+Fe3.5
N29B
.14.e
+1-71.5
N-]l0
+I-"m2
+l-'G1
-1-Ne
+4]14
N-]1.]
+/-064
+Me
4-e55
NE1.0
N-019
N$La
+l-W.8
NB
85
+l-W,]
.'
+FAB
N-7Z2
+/-70A
+/473
Ud4A
+W
W
+4]9
+I-]&3
N-]l.]
N-]n2
+/-0BA
Bb1.
N-TrA
N-018
Nd0
+IE5.5
-1.666
NfiIJ
+1-01.1
]]
+/-A.6
K7r.2
N-0a.a
H-010
4-02.2
H-PDa
]&Y4
+LM.S
qU.B
NE B
NHL9
SIZES NOT SHOWN, ROUND UP TO THE WE AVAILABLE SHORT OR LONG DWENSION.
ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE N THE TABLE ABOVE MICH THE OVERALL DIMENSIONS
TABLES:
7116-L INATED
GLASS STACK
k
NSENIAYER
NNEALEDGLASS
WIWANNEALED GLASS
4 1^
BITE F�LONG SIDE
21E%TERIORSHORT
20SIDE
GLASS TYPE 5 L
IN THE
�- LONG SIDE �{
SHORT
SIDE
L
WlnEow Design Pmnum (+I., peQ for G13s9 Type 1
Svb n
06]A
13
]r
36Y4
01
Be
BB
W
97
101
105
1M
Ile.'a
]1
+W.130
+9Y-I.
-.m1
•W-130
+90F190
+W-im
+W-1]0
...
+W-1]0
+W-1]0
+WAN
+W-1]0
•W-190
]]
+9d-130
+W-1W
+W-130
+W-130
19d-13e
+W-IN
+W-1N
+W-130
+W-IN
+W-IN
+W.130
+W-IN
40d.19O
a5
+Bd-Iao
+W-1N
+OW-130
+W-190
+W4]0
+9d-tY
+W-1N
+W-1]0
+W-130
+W-1N
+W.IN
+W-130
+Ow-1N
32
4912-I30
+W-IN
•W-I30
+W-1N
+W-IW
+W-1N
+W-1263
+004125A
'W IMB
+9dIMI
Kp-11&1
+WA1801
+WAI31
39
+9d-130
+W-133
+9d4294
KM5
•W-1254
'W IIC5
+W-II&I
+WII4.0
+W-1123
roWAIO,a
+py.108.e
.W-laev
+W.Ims
41
+Bd433
W-Ile]
+W-121,2
..118B
..He.
+W-11]&
+W-11.1
.WA013
+W-1P1.9
+W-1013
+W-924
4]
+9Wg29]
+Wd21,5
+9W.115d
+W.113.8
+Wd11A
+W-1025
+W.1"2
+9 IWA
+W.V
+W.938
...
+W-W.9
+9W-NS
45
+9W-III.B
•W-ll56
+W-111A
+W-IMT
+W-IN3
+W-1028
+W-9&7
+WAS
+W/A23
+W-W.1
W.
+W-R59
+004"
47
K .Ill
W-06B
+W.90.4
+.ljB
N-051
'1y 1
+8Wd8A
+W-021
+BW413
a 49
+W41462
+W-1098
+OW-INd
•W-1027
19W-1W
+ 953
+W-9f0
4/-0B.7
4-08
+W$ 5
+aW41
+F]B)
H-]rA
61
+W-IHA
4WAOG3
491Y-101e
4W-99B
.W-WA
4W-021
4FOB.3
+FN.2
MWd l
+=W S
•/-T2v
4-1&4
N-74.s
53
+W-Or]
4Wn@.0
4W-W.9
4W-9e]
'""A
4W-9&4
4Fer
+0-03]
+W-03.B
N.IT.T
"N'.
Q-M3
+FTIA
55
.WAWA
4W-9300
+W-W,]
4W-8].T
+W-B1p
-149,3
+W44.5
+W-01.]
N-]B.l
4475.1
+I-722
+/s9.B
N-09.1
51
+WAOIA
+W-W.4
+W-925
+W-91
♦49.3
+eIABA
+0erd24
Nda.9
N-0SA
N-YL5
NbOB
NW.9
50
+W.BflB
+W-915
+140
N4&5
48Wwa
+Bd430
+W-W.3
N-TaI
+Fn]
+/-7063
..2
al
950
W19
'N+/%-dTS1.T8
l
F
++4F1T]A09.5
•FS
•l-T
N-0ST+W
4+.WW/-0.-B9Ta21.32
4/B
++d
++W2
-WY
44WFa.
Vl
FT
4BW-0532
4WW$-BA.]
-]90
14IB.1
F28
+
a]
+MAI
bB
]
95fl01-]9v3 e
.4.-BflI
.2.1.IO1
+l-r+.
.1-I62
b 12
.479A
N-]91
./-I111
/A&4
lava
4-n.4
N-nz
•-0e.e
Naa.e
TABLE TO DETERMINE THE WINDOW SIZE. � urvu nn.e.0 evun- wu rnnw»a, ouolrv.�, 1 rnum me Sv 1w1r uu.IerSaun in Inc
2) FOR SIZES NOT SHOWN, ROUND UP TOTHE NEATAVNIABLE SHORTOR LONG DMENSION.
3) FORARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THETABLEABOVE WHICHTHE OVEAALL DIMENSIONS
COMPLETELYFTW N.
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
I-UlVNO%
GLASS STACK I 1 ]I l'
+II
IF•- GIAS3 STACK /
SSTACK
- 3HV TEMPERED GLASS MH ANNEALED GLASS
9116^ANNEALEDGLASS
711 B+AIR SPACE -p9P SG NIERIAYER J SHORT
I-
11 -1 SIDE
5
518'
G ASSB E
2
LONG
P,
SIDE
EXTERIOR
a sT 21 13
GLASS TYPE?
1
J SHORT
�l SIDE
4n
�
❑
>
�
v
O
n
e1.0
O
Q
O N A
Pl c
Of
y
J
W
HD
n
Z U-g � l
i
If
W
❑
HZv �<
O
on
SmD
O
FAO
Z
Z
7
O Z v s
O
N
JQ
J
Q
m
Q
0
0
® $
N
W
I»
O
W
Z
Z
K
4w5
O
Z
N
S
ww
x
w
IL
d
ene
�:eu
:>'•a
Window Design Pressure (+l-, psf) for Glass Types 6 & 8
I
Ti.WT I
68-r/8I
Tr
7&W4
ME
93
9r
ID1
to
109
11012
113
117
121
125
129
137
146
31
*M-tb130
+9WA"
*WAN
+9Y-lbtb
W
+5a-130
+9d-130
+9a-1J'.1
.".130
+W.lm
+9d-130
,w.lM
+W.lM
130
+9aW.130W.130-
+901-1b
+W4W
+WIN
aw_IN
3]
.9d-1b30
+9a-1]0
+9a-130
+BDI-130]D
b
+9d-13D
+9d-130
a9d-1b
+90'-1b
+9d-130
+9d-130
+9W-130
+90'-1]0
a9d.130
+Ba-1b
a9a-tb
+8d-Ib
+9a-t30
W
+9d-1301b
+9d-13D
+901430
.901.13030
b
+9d-130
+9W-130
+9d-lb
+W.IW
aW.130
+9d-1b
+W.130
+9d-130
+9d-1b
a9d-130
+9d-1b
+Ba-110
+Bd-110
3r
+9d-ib30
+9
+9a-130
+9a-t30130
30
+W-130
+9d-t30
+9d-1b
+9MIW
+9a-1b
+9d-lb
+9a-130
a9d.1]0
+9b-130
+9d-130
+9a-130aW.110
39
+Bd-130Ib
AM
.9d-1b
a9{V.Ib
a9d-130130
30
+9b-130
a90'-130
+Hd- lb
+901-130
+9d-130
+90'-130
MA'-13o
,9a-130
+9dn30
,W-110
+Bd-110
+W.110
.6d-110
41
+9a-1b130
+9W-tb
+Od-13D130
30
+9d-1b
+9a-130
+9a-130
-W-IM
+9d-130
+9a-130
+9d-130
+BW-110
+00'-110
+BOF 10
1
+6d-110
+Ba-110
+Bd-110
43
+9W-13030
+9a-tb
."-lb
+9a-130
+9d-130130
+WW.IW.iW
l+W-11OW-110
+9a-130
+9d-lb
+9d-130
+9W-130
+9d-tb
+Ba. 110
*6d-110
+6b-110
+BY-110
+Ba-010
+W.110
apd-010
48
+9a-130I30
+9d-1b
+9a-1b
aW.130130
W
aW-130
+90'-130
+9a-IW
+9a-0b
+W-110
a6d-I10
+W-11D
a8W-110
+Bd-Ito
+Ba-110
+Bd-110
+8W-110
F
49
.9a-lb1b
+9d-130
a9a-lb
+9a-130130
W
b
+9a-130
+9d-130
+9d-130
+9d-110
+W-110
+8a-110
+Bd-110
+BW-1f0
+fia-110
W.11D
+Ba-110
49
+9a-130130
+91Y-tb
+9W-130
+9W-130130
+9W-U0
+9d-110
+W-110
a0W-110
a6W-110
+W-110
+8W-110
a6d-110
+Gd-110
_
51
+9d-030130
+9d-13p
+901_130
+901-130130
W
30
9.4-130
+69.N-138
a8W-110
+Od-110
+8d-110
+6d-i1D
+BW-110
,6a-110
+Od-110
.edmo
P
5]
+9d-tb1b
+M-130
+W-1b
a9W-1301b
146.1
+BW-110
+6W-110
+804110
+8d-110
+W.IID
+60'-110
,W410
,Bd.110
p
68
+9d-130
+01-1b
+9W-IW
+9d-130
+9d-130
68.W-13a110
+9d-Il0
, .11o
a6W-110
aW.110
+6W.110
.9d-110
+W.110
ST
+9a-130
+9W-130
+9a-130
+9a-0b
+09.Y-029
+6d-110
110
+W-110
+Ed-110
+9d410
+9d-110
+W-11D
0
59
a -130
+901-I30
+WIN
69. A4.1
+0-110
+SV-110
+801-110
+W-110
+0-110
+M-110
+M-110
y
61
+9W-IW
+901-130
+89.9-129.
+9d-010
+BW-110
+W-Ilo
+W-110
+801-110
+Bd-110
+Ba-110
53
.9a-130
+9d-IN
.BW-llo
4901-110
.BO/m0
a _Ilo
+601-110
+9d-110
+=-Ito
fis
+9W-1b
Ka.130
+W-110
+eanlo
.ea-t10
+6Nnm
+8d-lm
.&V-tta
67
+9a-1b
.0Wd10
+BW-tto
.ea-Im
.ea-+10
+6amo
.Ba-t]D
6&NB
+9d-t30
+Ad-1I0
+9d-lt0
+ev-tto
.6W-110
+Bd-t10
+ea-tt0
r3
+8d-110
+6W-110
+BW-ifD
.Bd-110
.BOI-1m
.Bd-no
rr
+03-It0
+9a-Ito
+9W-tlo
.00/-110
7&a4
+M-110
+0dn I0
+=-It0
+001-110
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2)FOR52E5NOTSHOWN,ROUND.FWDT E MLLE ARABLESHORTORLONGDIMENSION.
]) FORARCHfiECTURALwINDOWS. FINDTNE SMALLEST WINDOW SIZE IN THETABLEABOVE WHICH THE OVERALL DIMENSIONS LOMPLEIELYFR W
r/1GAASS
GLASS STACK �
STACK
I
.09 INTERLAYER
aI6-HEAT
VI
3116-HEATSTRENOTHENEDGLASS
'
STRENGTHENEDGI
4 11
aS
GLA55 SITE
1-2
ERIO
RI
20
�Y
13
GLASS TYPE 6
1-1116' Now
GLASS STACK i/i6'lAM0NTE0
GVSS STACK
T/1VAIR
UWRIOR
a
So.
GLASS an
GLASS TYPE B
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
LASS LONG SIDE i' 1
GLASS / 1
SHORT
SIDE
L � SNORT
510E
��— LONG SIDE --�{
GI—
SIOE
L
U7
LONG
SIDE
1
JR-0311WIS-UPDATED
., VALUESANDSVES.
W d 0 Y ❑
> Yr a
K Y ❑
Oalo0 N Q
N K tt
0
0
OUb o� ❑
~ Z
Z V ZO v o
u
F W 0
g J
J 0 H
6
F
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Q Z goa5
a
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STAT DF (a��
s :F20RION,: 'GN'
SZONAL EN.,.
A LYNN MOLER RE
P.E.O.1.
2X WT10D BUCXSTRIP �)
INSTALLATION
TYPE A
BUCK
EXTERIOR
HEIGHT
TIP-TO-TP
WINDOW '�T-
HEIGHT VISIBLE I
INSTALLATION
TYPE B
EXTERIOR
STEELS:
S THIS
& HIB S
MIAMFDADE APPRO V EO MU W ON (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
ORSTEELSTUD.SEESUBSTRATE
PROPERTIES,TABLE6.THISSHEET
VERTICAL SECTION B-B
TIP-TGTIPWINDOWWIDW —
HORIZONTAL SECTION A -A
AncNe
SubstMk
p ma
M. Embelmenl
Ma OC'
sneeim
012 or 014410 SS Screw
Soueam Pire (SGA551
WIT
1-wr
tr
a'"a"I'" �Ta"u"'
3r0'
DOEI.•
1T
A36 S6rJ
3l6'
0.063'•
tr
Seel Sad 633 Al
are•
oNV(iBGa'
IT
012a014SeelS.(G5)
_
Pi. SG=0.35
9/15-
1-YB•
I
AlLeele=60 75 teln
A36 Steel
16'
w8'
ODB3'•
BOGY'
12
1r
Seel Sea Gr 33
wr
QOaS' IBGe •
1T
114'4t05S CreeFHK
W roues CMU, (ASTM G90
2-1/r
1-1/4•
1r
Conenle(nim 135 Ae)
1•
1�r
tr
Ue Sleet Umacan
Coneree mn. 2a5w
1'
1-3`P
1r
Concrae rna 285 k:i
2-1/r
1-18'
1r
ro Rtl CMU G90
2-1fr
t-1M•
1r
511TSwlUleawn
Co ee Mn. YS
1-114•
1-3f4'
tr
a CMU AS7N1 G9O
2-1Ir
1-3/4°
1r
MAXSHIM
'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMUAPFiICATONS.
�t/4'
ALL HEAD TYPES APPUCABLE
1XSEWOOD BUCKSTRIP,
INSTALLAMONNOTER
E NOTE 2, TIIS SHEET
1. USE ONLY ANCHORS LISTED ON THIS SHEEP. PoLLOWEMBEDMENTAND
EDGE DISTANCELINIZ
CONCRETE PER
ANCHOR
REQUIREMENT
2.WOODBUCKSDEPICTEDONTISSHEETAS•1r,AREBUCKSWHOSETOTAL
TIICNNESSISLESSTAN I-IMIXWOODBUCXSAAEOPRONALIFUNTTCAN
BE INSTALLED DIRECTLY TO SOLID CONCRETE. MOD BUCKS DEPICTEDAS
2X'ARE 1-1R' THICK OR GREATER.INSTALIATION TOTNE SUBSTRATE OF
WOOD BUCKS TO SE ENGINEERED BY OTHERS OR ASAPPROVED BY
tTVPE. EMBEDMENT
AUWORTTYHAVWGJURISDICTON.
STANCE PER
SEETABLE8.THISSHEET
3. FOR ATTACHMENTTO METAL THE STRUCTURAL MEMBER SHALL BE OF
SZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME
4.IFAPPLICA131.E, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULUONNCAAPPLIESTOWHOLESYSTFAL '
EMBEDMENT
EDGE
DISTANCE
Mmrel
Mn Fv
Mn. F.
Sled Screw
62Ka1
Im Mi
410Sarew
90 kd
llolai
Eke L&eCaemI
155 Fd
1n I¢I
41OSSEea CraeRagi
1M-41t
159.T H.
6063.TS Ahc .
16 ktl
22 kd
A36Seal
36kd
I Saw
Gr. 33 Seel SW
MW
I 45W
m
Y
>
0
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6
ana
o:aD
satias
2XWOODBUCICIMIP
ORFRAMING,SEE
EDGE
DISTANCE
ttP.ANCHORTYPE.
EMBEDMENTANOEDGE
DISTANCE PER SUBSTRATE
SEETABLE9,THISSHEET
INSTALLATION INSTALLATION
TYPEG TYPE
EMBEDMENT
NOTE 2, THIS SHEET
IXWOODSUCKSTRIP,
EMBEDMENT SEE NOTE 2, THIS SHEET
INSTALLATION
TYPEE
O EMBEDMENT
1 I EDGE
-1
MAX .
SH SHIM TYDGEDI TYPEEMSEBMENTANO
EDGE DISTT ANCE PERSUBSTRATE,
S GEE TABLE B, THIG SMEEf
LCIS
EWE
DISTANCE
IatOD �BTve1a
DISTANCE
2
e�i c4mtx
Expilml
2 SHIM
'
..
MN PntleC
12 USED FORALL
SIDES OF
•'
11
•'
NO CHANGES THIS SHEET.
8 ARCHITECTURAL
EXTERIOR
EXTERIOR
SHAPES®11.7/B• .• -
2B O.C. MAX
CONCRETE/CMU
4 11
VISIBLE UGNT WIDTH- 5
WINDOW BUCK WIDTI-2-Y4'
-
PERANCHOR
��
'
REQUIREMENT
WINDOWS "I WIDTH
It
CONCRETE/CMU
REDUINCHOR
WINDOW HORIZONTAL SECTION C-C
BUCK INSTALLATION
HEIGHT TYPE
W Y
m
4
0
1/4•
Mm
SHIM
'VISIBLE
HT IG
HEIGHT.
9
WINDOW
BUCK
HEIGHT-
E%T=RIOR STEELSWA)RIWNG
231d•
a SMS(G5).SEETMLE
9. THIS SHEEP
MOVAI4)ADE APPROVED MUWON (SEE
SEPERATE NOA), ALUMINUM, STEF1 FRAMING
ORSTEELBTUD.SEESUBSTRATE
PROPERTIES, TABLE 9,THIS SHEET
Aretwt
Subebam
Mrt �
LspnIm
Mrt Enbcd ,
Mm1O.C.
012a6144105SST
SdN®m Rre SGO.
B'16'
1-wr
1r
A n 605YTS0in.
wr
DW3'•
tr
A35Seel
YB•
4063"
tr
Stee15 Gr. 33
Tr
0.0 v 1SQ
tr
612v514SRel!k.(GS)
Sagrem Pire SG=0.55
wl(7
1-YB°
tr
A rI B T51Nn
Seel
YS•
YS"
406Y.
0.063'-
1r
1r
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Y6•
000.5. 18 Ga
1r
U4'410SSCGeeFeX
meted CMU A CT 90
2-12'
1-V4°
tr
C to mn 3.35 kM
1•
13l4'
tr
1/4• steel LBraeeIt
CPnaete Mrt 2.85
1•
1-Y4'
tr
Colveb INrt 2B5 ksl
2-1?
1-YB'
1r
W
2-1/2'
1-1/4•
1r
Y18'Sbsl Usawn
Cmaete rtirt 3.5 Ms
1- IV
1-we
1r
2-1Q•
1-Y4•
1r
NNGROUTED CMU' VALUES MAY BE USED FORGROUTED CMU APPLICATIONS.
5 r1/d•MAXBHIM ALL HEADTYPES MPUCABLE
11 INGTALIATION NOTES:
1XWOODBUCKSTRIP 1. USE ONLY ANCHORS USTED ON NIS SHEET. FOLLOW EMBEDMENT MD
I SEENOTE2,THISSHEET
EDGEDISTANCEUMITS.
T
2 WOOD BUCKS DEPICTED ONTHIS SHEETAS'Ir.ME BUCKSNMWEIII
T
CONCRETE PER
THICKNESS IS LESS THAN I-IR•. 1X WOOD BUCKS ARE OPNOtM IF UNM CAN
EMBEDMENT
ANCHOR
BEINBTALLEDDIREMYTOSOMCONCRE WDODBUCn DEPI ika
'
REQUIREMENT
2X•ARE1-1Z• ICKORGREATER.INSTp nONMO ESUBSTRATEOF
WOOD BUCKS TO BE ENGINEERED BY OTHERS CRASMPROVED BY
' -
AUTHORITYHAMNGJURISDICTION.
INSTALLATION
-
I EWE
TYPE I ttP. ANCHORTYPE, EMBEDMENT
DISTANCE
4FORATTACHMENTTO METM:THE STRUCNRALMFMBER SHALL BE OFASIZE
ANDEDGEDISTANCIRFM TO PROVIDE FULLSUPPORTTOTHEWNDOWF E.
SU BSTRATE. S EE TABLE 9, THIS SHEET
VERTICAL SECTION D-D 4. IFMPUCABLE, LOWER DESIGN PRESSURE FROM EITHERWINDOWOR
MUWON NOAMPUESTO WHOLE SYSTEM.
Maedel
MIL FT
MR F.
Steel Screw
92 Wl
120 u
410 Screw
9D bi
11DW
Eko LttraCalo
155 ka1
Inbi
41DSSECDCre1eFIe&
127.4U
189.7 kel
G0 T5ANr .
15101
221SI
A36 Seel
MIMI
58 bi
Dr. 33 Steel SNd
331a7
45 kM
FIN FRAMES ARE ONLY TO BE USED
TYP.ANCHORTYPE,
EMBE PER SMTF �-I EMBEDMEIfP
DISTANCE TABLE 10 SUBSTRATE I
SEETABlE 10, THIS SHE
2X WOOD BUCXSTRIP
OR FRAMING, SEE
NOTE 2,THIS SHEEP
EDGE
INSTALLATION WTTN GI STYPES I4(PVB INSTALLATION
INTERWYER), NOTTO BE USED WRM
TYPE) - TYPEK
EDGE GLASS TYPES SS, (SG INIENWYER).
DISTANCE NY MN(
r SHIM EDGE OISfANLE +�
INSTALLATION
7YPEI
DISTANCE
O
_ 2x MOD BUCKSTRIP
ORFRAMING,SEE IP
OR FRAMING, BEE
NOTE 2, THIS SHEEP NOTE 2, THIS SHEET
PROOUOTREVISED
v [IdLl B�MA14 F9xiM
1/�,IM
come
TYP. ANCHOR TYPE EMBEOMENTAND
-1 EDGEOIBTAN lo. SUBSTRATE,
SEETABLE IO, THI$$xEET
Bulaug Ca@
A
—RI 2B O.C.OR I [rO.C. 5c11-]iH`
MPX.
WINDOW INSTALLATION
BUCK 7ypE L
HEIGHT
EXTERIOR 1/4—
SHIM
UGI
LIGHT B
HEIGHT-
WINDOW STEELSELF-DRILLING
BULK SMS(GS)•SEETASLE -.
HEIGHT- 10. THIS SHEET
2J O
MAMFDADEAPPROVEOMO ON(SEE
SEPERATE NOA), ALUMINUM STEEL FRAMING
ORSTEELSTUD.SEESUBSTRATE
PROPERTIES, TABLE 1GTHIS SHEET
21
6 2KWOODSUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
6 1/4•MAXSHIM
INSTALLATION
TYPEJ O
EDGE DISTANCE
EMBEDMENT TYP.ANCHORTYPE,EMBEDMENT
ANDEOGEOISTANCEPER
SUBSTRATE, SEETABLE 10, THIS SHEET
VERTICAL SECTION F-F
EXTIEI''jRjIO
I/
VISIG WIWDTHDTK . I
YANDOW BU WBUC- 2—�I
W NOOW SUCK WIDTH
HORIZONTAL SECTION E-E
EMBEDMENT
NOCHANGESTHIS SHEET.
R
Anchor
Sulctrafe
Mn. Edge
DIMence
Max. O.C.
S cin
2-1/2'x.113'BOXN.II
Southem Pine SG=O.
5/16'
5-
2-1/2' x .131' Comron Nail
South m Pine SG=0.55
318'
5-
2-12'x.145'Roofin Nail
South mPine SG=0.5
318'
5'
R10 x P Seel Sam(GS)'
-
Soulhem Pine SG=0.55
U2'
5'
0.093'Aluminu 6063-TS rrin.
5/16,
S'
1/16'A36 Steel
5/16-
5'
0.0a5. 18 Ge Steel Stud Gr. 33
Sl16'
5'
INSTALLATONNOTE&
1. USE ONLYANCHORS US1ED ON THIS SHEE . FOLLOW
EMBEDMENT AND EDGE DISTANCE LP4TT5.
2. FORATTACHMENT TO METAU THE STRUCTURALMFMBER SHAH
BE OFA SIMTO PROVIDE FULL SUPPORTTOTHE WINDOW FRAME
3. IFAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER
WINDOW OR MULUON NOAAPPUSS TO MOLE SYSTEM.
Mmedal
MR F.
Mtn.
Seel Screw
B2kN
tm IW
606}TS AIMN.
16—W
MkN
A355ee1
36 kIt
Mkd
tr. 305teel Sotl
33 ks1
A6 k9
"", W III I1,,1i.
�•�ONY LY..N. 4fl
* : No. 58T05 •:
1
a
EDGE DISTANCE
TYRANCHORTYPE FINFRAMESAREONLYTOBEUSED
2X MOD BUCKSTRIP
OR FRAMING. SEE
NOTE2,THISSHEET
EM3EDMENTANDEDGE YYITH GLASS TYPES I4 (PVB
DISTANCE PER SUBSTRATE INSTALLATION TYPE INTERIAYER), NOT TO BE USED WTTN INSTALLATION
SEETABLEl1,THISSHEET ,GLASS TYPE55d, (SG INTERlAYER). TYPE N
EMBEDMENT
EMBEDMENT'-
INSTALLATION
TYPE
O EMBEDMENT 114•MAX SHIM
1 Q 1X WOOD BULKSTRIP, SEE
2%K9OD BUCKSIRIP NOTE 2,THI5 SHEET
PRODUCT REVI3F0
_11-LL 00. FRAMING, SFE
NOTE 2, THIS SHEET
14 MAX
3 SHIM •TYP.ANLHORTYPE,EMBEDMENTAND I
EDGEDISTANCEPERSUBSTRATE, ^
SEETABLEII,THISSHEET Y `
••
BruMmSCads
piy
ETpx�u Uve .C'
BY
p,I- .,
EXTERIOR
a
WWDOW
BUCK
HEIGHT
VISIBLE
LIGH
NEIGHT=
mom
BUCK
HEIGHT-
2a14-
INSTALLATION
TYPE NT
}
SIDESOF
EWE
ARCHITECTURAL
SHAPES ®11-T19•
DISTANCE
O.C. MAX.
T
INSTALLATION
EXTERIOR:�
TYPE O
a
SMS(GS).SEETABLE
11.THISSHEET
MIAMNDADEAPPROVED MUWON (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES. TABLE 11,THIS SHEET
v \l
VISIBLE BUCK I - 1MN00W BUCK WIOTH-2-YO•
MAX WINCOW BUCK WIDTH
SHIM
HORIZONTAL SECTION G-G
1.141�11-
EWE
DISTANCE
CONCREIEICMU
PER ANCHOR
REQUIREMENT
EXTERIOR
v
Anclwr
S bstatc
Mn. Edge
Olstarce
mm FmSetlnrN
Max O.C.
S Lin
012 w#14410 SS Screw
SolMem Pine sT -O.55
9/16"
I-3/6•
6.r
AMrri 6083-75 rr1R
31V
0.063••
6.21
A36 Steel
3!3'
0.063"°
6.2•
Steel SI Gr 33 PIP
wr
GUY 18 GB '
6.2'
#12w#14SteeIScnnm(G5)
SoWlern Pine SG=0.5
win
1-3r6•
6.2'
AbMin 606.3-T5 Pin.
A36 steel
3B°
we
0,063•°
0.05Y
6.2"
6.r
eal SW Gr. 33 nin
3/8•
G.D4S 18 Ga '
6.r
1/4'41OSSCreteFlx
UncnNd ASTM GBO
2-tre
I-im
1L6•
Concrete min. 3.351m
1•
1.314°
11.6•
11a• Steel ldhBcan
Concrete min. 2.85
1•
L314"
1t.6•
CarXseR Mn. 2.851a1
2-Ire71.6'
lk raAe# CMU ASIM G90
2-12
1.1W
11.6°
5/18' Seel UBacon
Cocrete Rdn 3.5ILsl
1-1/4'
1-3W
11.6•
GloNle# CMU ASIM C-90
2-i/r
1-3/4°
1 11.91
rlla•MA%SHIM
IX WOOD SUCKSTRIP,
'MIN. OF 3 THREADS BEYOND THE
METALSUBSTTATE
SEE NOTE 2, THIS SHEET
•UNGROUTEDCMU• VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALLHEAD TYPES APPUCABLE
• INSTALLATION NOTES:
• 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EWE DISTANCE UNITS.
2. MOD BUCKS DEPICTED ON THIS SHEET AS-Ir. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.10. 1X MOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIREMY TO SOLID' CONCRETE. MOO BUCKS DEPICTED AS •ARE
CONCRETEICMU
141 THICK OR GREATER INSTALLATION TO THE SUBSTRATE OFWOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
PERANCHOR EDGE
APPROVED BY AUTHORITY HAVING JURISDICTION.
REQUIREMENT DISTANCE
0. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF SME TO PROVIDE RILL SUPPORT TO THE
wwoowFRAME
VERTICAL SECTION H-H
4.IFAPPLICABLE LOWER DESIGN PRESSURE FROM EITHER WNW W OR MULLION NOAAPPUESTO WHOLESYSTEM
Wf
Mn F,
M.F°
Smoguw
mw
I..
410 Sc.
wbi
110b1
ESIEcoC.P
154b1
mW
4105a EkoCMeFb.O
1ZsIw
169.w
6[615Nannm
1
A395me1
w
SaW
9-w
o.3T smMSeH
nw
TTki
4sw
NO CHANGES THIS SHEET.
y
O
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a
3
raa
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v
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ABLE 12
Om
PGTPen/t
Description
Material
i
4253C
Flanged Frame
Alum. 6063-T5
2
4285
Equal -leg Frame
Alum. 606345
3
4256
Integral Fln Frame
Alum. 6063-75
4
4255
711E Lam!. Glass Beading
Alum. 6063-TS
5
4254
I.G. Glass Beading
Alum. 6063-75
6a
4270
Installation Fastener Cover
Alum. 6a63-TS
61,
4224
Installmim Fastener Coverfor Cures
Rigid PVC
8
4267
711E Land. Glass Beading forCurws
Alum. 6061:13
9
4259
I.G. Beading for Cures
Alum. 6063-TS
10
70589C
Gasket (aI90° comer]oints)
Polyethylene
11
TP247/B
Vinyl Bulb Weatherstrip
Flex PVC, Dum. 65 N-1
12
613GBK
jFoam Beading Tape
13
Dow 791.
899, 995 or GE 7700 Backbedding
Silicone
20
71652K
Setting Block, Mono. 311E x 711E x 4'
Neoprene, Dum. 85 W-1
21
71704AK
Setting Black, I.G. 311E x 1-3/32' x 4'
Neoprene, Dum. 85 41-1
29
76X114FP
p6 x 1-1/4' FH SMS (Curved Beading)
Stainless Steel
30
781PDX
p8 x 1' Quad PH EMS (Assembly)
I Stainless Steel
75
Kommeding Kodispace 4SG TPS
See this Sheet for
Materials
76
Quanex Super Spacer nXL
77
Quanex Duraeeal Spacer
78
Cardinal XL Edge Spacer
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
094' Z.+B JIr- P.074' 22.1��
094. 4Z.D74• '"' OfiY r-062' .074-nI
082.43W .000' V .SOW { 430'
000'500- r�lf .DSD.'mm'
TTIOFLANGE FRAME OEOUALI GFPAME 1.125• .077'
L .9701
.875- a .0L]5' Fy Bi���L1n1�
— .osD�O•osm -���o
eso
BG.GIA35 UROGIASSEADING OBEU)NGFASTENER COVER OING D9iEZING
FORCVSFOR
3S•
FIN FRAME
CURVES
SLICONE HOT -MELT ALUMINUM DESICCA FILL
BUTYL REINFORCEMENT POLYISOBUIYLENE
STRUCTURAL SEAL 5/1S NOM.
PDLYI$D- NOM. WITNOM. FMGLASS
ILICONE
BU: L NE Wm1 STRUCTURAL am & 5IISNOMDESICCANT SILICONE DESICCANTROLL-FORMEDFOM7 WITH FOAM STAINLESS STEELGLASSDESICCANT
E(T. CRSS EM.GIASS MT. GLSB
NT. GLASS _ INT. GLASS IM. GU155
KODTS 4SGITPSCE 76 SUPER SPACER' OSPACER OURASEAL' ]e SPACER~
ASSEMBLY DETAILS
FOR FIN FRAMES
ANOLEDICURVED ANGLEDICUMMD
FRAME ASSEMBLY FRAMEASSEMBLY
MEAS EE 90EASSLCOMM
1 I FRAME ASSEMBLY ( FRAMEASSEMBLY
(
10
A USEGASRSTO A .,i% / ( :USE ER9 TO m
U&NERST 1 / USEGNS I
ANDIORSFl1LANT i ! _/ ANO/OR SEALANT
NO CHANGES THIS SHEET.
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