HomeMy WebLinkAboutNOA; Series PW7720A Aluminium Fixed WindowEMENR
MIAMI•DADE
MIAMI-DADS COUNTY
momw
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION D
nrCEIVED
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANC
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www.miamidade.eov/ecanomy
PGT Industries, Inc'.
JU N 2 9 "A
1070 Technology Drve
L
North Venice, FL 34275
Lucie County, Permitting
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 03/16/18, 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.
N USSILE 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.
��j��{}7�'`p'$"o. 18-0430.05
MIAMI•DADE COUNTY Exrajt �e: February 19, 2024
4 p�oval Date: August 23, 2018
g fl3��8 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
1. EVIDENCE SUBNIITTED 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 06/06/17, 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, Dumseal® 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.
(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 I.E.
Product Control F4Kai9iner
NOA No. 18'0430.05
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 5th
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 Eanfiner
NOA No. 18-V430.05
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 51h Edition (2014) and FBC 61h 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, RE
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. OTHERS
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.
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 Perea
Product Control Ex ' 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 Idahnis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61'
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 6th 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.
.1 C v
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"P W-701/720/820" Aluminum Fixed Window— L.M.I., approved on 10/1 and
expiring on 02/19/19.
Manuel Per .E
roduet Control Exaiq:iRof
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-4
1) THIS PRODUCT HAS BEEN DESIGNED X TESTED TO COMPLY MIH
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDINGTHE
HIGH VELOCITY HURRICANE ZONE (HVHZ).
49-MP-T02TIP WIDTH
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE
4B'BUCKMAOTIH
DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONSABOVE 30
45.114-VISIBLE v
INTHEHVHZ,THEOUTBOARDLNE(CAP)MUSTTEMPERED.
LIGHTMEITH
3) FOR MASONRY APPLICATIONS IN MIAMI-CADS COUNTY, USE ONLY
MIAMI-0ADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS
B, SHUT
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. RBI PER
ANCHORTYPE.
4)ALL WOOD BUCKS LESS THAN I-12' THICK ARETO BE CONSIDERED
A -
1XINSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. IF UNIT IS
SHEETf
INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DER CTEDA52X
ARE 1-1R'THICK OR GREATER. IX AND ID( BUCKS(WHEN USED) SHALL
I
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE
L
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). IT
MAX
O.C.
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 OFTHE
-
FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALINGIFIASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE
-
SCOPE OFTHESE INSTRUCTIONS.
1
6)MA)[.114- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
MERE ME PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS
TI
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY
OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-Ia.
MAIL
IMPOSED ON THEM BYTHE WINDOW.
]) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCl1IPA1CYCLE MST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El3W.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAUCYCLE TESTPRESSURE,FRAMEANALYSISANDGLASS
PER ASTM EIM
C. DESIGN LOADS ME BASED ON ALLOWABLE STRESS DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
RESIST ME WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 31ln%STRESS INCREASE HAS NOT BEEN USED N
THE DESIGN OF THIS PRODUCT. ME L6 LOAD DURATION FACTOR WAS
USED FOR TIE 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 FTLa835, 3850, ]212 S 1&77601 ELCO
&ID. MAX.
A 96" C
BUCK SHEE
} HEIGHT
1 9YIn' L
VISIBLE 12'MNI,
LIGHT O.C.
HEIGHT T
9T
TIP -TO
TIP
fr�12- IM(. O.C. 6'
MAX.
J
TYP. FLANGED FRAME
ELEVATION
DESIGN PRESSURE RATING IMPACT RATING
VARIES, LARGE&SMALLMISSILE
SEE SHEETS 2-5 IMPACT RESISTANCE
4S'WIOTI
ISU114'VISIBLE
ucHrwIDTH � �
+D, SHEET]
E,SHEETI
G,SHEETI
96' 1
BUCK L
-- HEIGHT
911/P
VISIBLE
/ LIGHT
HEIGHT T
5E� J
1O.C.
I I I 1
I I I
—D-~{ F-- 12"MAX. D.C.
2' MAIL.
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L 5-IMLO.C.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME
ELEVATION ELEVATION
FIGURE I: /3
12'O.C. SHAPES AS SHOWN BELOWOR SIMILAR, MAY BE USED BY INSCMBINGTHE SHAPE IN ABLOCK
MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THETABLES ON SHEETS 24.
ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND IT O.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
I2.O.C. / WIDTH j I— WIOT1 --I
MAX, _ F�-WDT1—{ F- WDTN —{
/ TF - T 71 Tr -1
I I I I MAX. 1L J
FORULTMOD NON ELCOIICN AND A NM UM DESIGN
NOS
FOR WODO CONSTTUCTONAND ALUMINUM DESIGN MANUAL. TABLE is i WIDTH F^ NOW —{ F- WIDTH —I F-W3OTH I
10) ME MCA SERIES WAS FORMERLY CALLED THE nM2D SERIES. F— _, F 1
CODES I STANDARDS USED:
•201T FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E13W,09 WO •ANSVAFSPA NDS-2015 FOR OD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADW015
•AISI SI0 12
•AISCMO-10
GUIDETOSHEETS:
GENERAL NOTES...... ..............
... 1
ELEVATIONS.- ...........................
1
GLALNG DETAILS ................. .
2-5
DESIGN PRESSURES..._...._...._
2-5
INSTALLATION, FLANGE...
6
INSTALLATION, EQUALLEG.......7
INSTALLATION, INT. FINA,........8
INSTALLATION, TNT. FIN B...........9
CORNERASSEMBLY ..................
10
EXTRUSION PROFILES..............AD
TIP,,
Description
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THE TABLE TO DETERMINE THE WINDOW SIZE
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 TABLEABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN.
Window Design Pressure (+/-, psp for Glass Type 3
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67
+1-Tr.3
66-718
1 +l-74.9
1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1-FROM WE TlFT TIP DIMENSION IN
THE TABLE TO DETERMINE WE WINDOW SIZE,
2) FORSIZES NOTSHOWM ROUND UPTO THE NEXT AVAILABLE SHORTOR LONG DIMENSION.
3) FORARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE INTHE TABLEABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN.
7II6-LAMINATED
GLASS STACK
.09W PVD INTERULYER
3I16' HEAT STRENGTHENED GLASS
3I16'PNNEPIED GVSS
4 11
5� I~ LONG BIDE
G ASS BITE
-�
3
SHORT
E%TERIOR
SIOE
a 20
13 1
J�
GLASS TYPE 1
+- LONGSIDE
SHORT
SIDE
L
TABLE DIMENSIONS MAY SE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-111VNCK
GLASS STACK
LAMINATED p
GLASS STACK P
G
3115-HEAT
11fi'TEMPERED GLASS
STRENGTHENEDGLAIS
3I16'ANNEGLASS
711 fi'AIR SPACE
,� SHORT
11
AB
INIERLAYER SIDE
INTER
5
516'
GLASS ITS
A
"
DE
SIDE
EXTERIOR
a rsr 21
13 1
GLASS TYPE
SHORT
SIDE
Window Design Pressure )+l-, psf) for Glass Types 2 & 4
La Bide
Tp bTi in
68-718
73
77
81
85
89
0
1 97
101
1 105
1 110.14
113
1 117
1 121
125
129
133
137
1 141
1 145
31
+140
'Am
0410
+/-80
N.Ba
a1-80
N-80
+1-80
+I-80
+/-80
+1-80
a1-80
+180
+/-D]
+1.80
+1-80
+/-00
+/-80
0.80
a1-80
33
./-B0
+/.60
+/.80
+/a
♦1a
+1410
+1.80
a1.80
+/a
.1-80
+1.80
+1-80
+/-83
+1.80
0.80
+1.80
.1-80
+/-80
0.80
35
+/.an
a/-80
+[a
+/-Bo
+/-80
+IAO
+1.80
+1.80
+I.80
+/-80
+140
H-80
+1-80
+/-80
0-80
+IAO
+1.80
37
0-80
.1a
+/.80
+/4
♦I.00
.1.83
0-80
+/-80
+1-80
4-80
0A0
+1-80
+1.80
al-Qa
0-80
a/.80
39
.1a
♦140
0-80
+/a
H480
♦/a
+1-80
+1-80
.1410
+I-80
+/ 8
a/-80
+1.80
+1-So
41
+/-80
+/-80
+1-80
.140
N.B0
+140
NAO
.140
0.80
.1-80
N_80
+1A0
iS
.1-BJ
.1-BO
HAO
0-80
N-80
al.®
+1A0
+140
+1-80
0.80
NA0
R
45
0.80
N-00
+/-W
.140
+1-80
+l.tb
♦140
+ABD
+1410
+IA
47
0.80
+1-83
+/-8D
+1-80
+1.80
+/.M
+140
+14D
.1410
F
49
+A83
./-00
+1410
.1410
+1.80
11-80
+1A0
+/-B0
E1
+
H-W
1/40
+1-80
+1.80
-/a
H-80
53
.1410
./-80
+140
+/410
+1A0
♦/.79.1
y
55
+I-80
+-80
N-80
N-Sf)
I H-mA
Y
5]
H-80
HAO
+/-80
479.1
59
61
+1.80
+1410
./-79.3
63
0.80
+/.80
65
+/-80
+/-80
6
a1-80
68-718
1 +1.80
1) TIP-T6TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1' MOM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETE
2) FOR SUES NOT SHOWN, ROUNDUP TO THE NEICTAVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHRECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WWCH THE OVERALL DIMENSIONS COMPLETELY FRwITHIN.
7116.1AMINATED
GLASS STACK
.090-PVB OfrERLAYER
3116' HEAT
3116' HEAT STRENGTHENED GLASS
0 STRENGTHENEDGII
4 11
1
5M
GLASS BITE
1J
EKTERIOR
a 20
13
GLASS TYPE
1-1116'NOM.
GLASS STACK
I
LAMINATED
III- GLASS
GLASS STACK
WIV TEMPERED GLASS
3H6'HFAT STRENGTHENEO GLASS
3/I fi' HEAT STRENGTHENED GUVSS
711VMR SPACE
.090' PVB INTERIAYER
5
S8'
GLASSBITE
EKTERIOR
a
GLASS TYPE 4
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWRJ.
LONG
SIDE
LONG SIDE
SHORT 1 1
SIDE
L -`I SHORT I-
-1 SIOE r�
�- LONGSIDE �I y
SIOE
SHOR y LONG
SIDE
1 L
'I SIDE I-�
NO CHANGES THIS SHEET.
AM
*: N0. 58785 _
TABLES:
Window Design Preuule (1/-, ps0 for GMss Type 5
SA, R bT
wwa
73
P
7",
81
55
BB
99
B]
101
105
IM
1161R
37
•W-130
•W-1275
IM-IN.5
+W,121.7
•0Y-1135
.81-111
•BTU-IW5
•90%1A.3
..101,5
•¢,..
...I 15
39
19 12&1
•MU2
1W 114.5
•9n'-1120
#W-111
•W-10T.5
.MANS
.%'.1017
.W-W5
.W'%T
•9 WI
•PY-9f.8
.W-90.1
et
IMAM,1
+Mtl1155
.9Y-107.3
•9n51052
•91-1%
.W-1W.5
IM-W8
19N1149
*O
1/d06
•/AP
t-0 s
.1.
O
•W-1144
•W-10765
.W-IMS
•%'-1W.T
•W-%B
•SW.952
.BM%]
•rMl
•I -"a
•/d
tl411
•/-00A
•/-00.1
15
•9V-109.]
•9Y-1 %.5
.%-W.8
•W-91.1
•M-m
.M.91
•/-%3
•/d1.1
0.81)
N-nl
•I-TTB
•I-n.1
-Z 1]
•W-1W.1
•W'.%e
•%-%)
•B]'.%B
•9ry-BIB
•487.8
•/-%6
1/411
•1-70.9
•I.M.T
N-717
H-727
.l-R
_- 19
H 51
+M-101.1
•W-98.1
•M-w
•W-WA
•9d-W.
.W-%1
•BTU-%.B
•/d83
•/45,5
N-8S7
Ud9A
U42
•I412
•/-7961
N-78.5
N-78.9
0-7B.1
0-M6
M-79.8
Ndf2
11-,1]
V-08.9
•1696
•/438.6
11dBB
1Id5.9
53
•8N-95.3
•BY91.1
•l$4
•W.8
H-033
•I-W
•l-TT
."
-1-11S
.1.8.7
•/d8.9
•/EI
•/832
F W
•M-1115
•F662
H-M3
•4112.0
11.811
H-711.1
•/-]QB
14719
11-09.1
•Id81
•/d39
1Id1.0
•/-01.2
5T
%
11$9.8
1/-8].1
11-%3
1A828
4-015
./-1.7
•A80.6
.F]BA
•%n
./-]68
./-762
./-71
1473
N-71.1
./dBB
1I8].B
•1-M9
•/-01.8
1185.1
.I4522
•/d18
•1d ,3
1/-001
y 61
.LW.6
•/d0.e
•/-76
•1-752
•/-Tae
1I-]17
.rb9
•/b5.9
•/-028
•1-0oe
0
•I4E1
./d8.9
.1416
•173.2
•/414
.1.81
4-65.5
1/d2.9
./.W.B
55
•I50.T
.1
U4J6
•/422
N-ID<
•/d).3
11M
H-W
67
1/-]B
•/.)59
M-]1.)
•%)nt
•/L80
11d52
N-021
8619
.on3
ane
.azo
.rd6s
.Idea
.F83.3
•IA1a
n
a-n.9
a-mz
eQs
./-01.8
./d1e
1 +F 5
A
A.
./des1
.16L2
./d19
To-va
./1-
•rbe1
.16,
1 ..
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN WE
TABLE TO DETERMINE THE WINDOW SITE
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FCR ARCHITECTURAL W WDOM, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE NMICH WE OVERALL DIMENSIONS
COMPLETELYMIATTHIN.
TABLE 6:
Window Design Preesure (N-, ps0 for Glass Type T
vas b,
B6]2
n
R
n.Yl
81
05
B9
0
07
1111
10,
1W
ll0.ln
31
•NV-130
-W.I 0
•9y-130
10N-130
M-I.
.9Y-1J0
,5y-130
..I.
1w-Im
•Bp•-130
1W-130
1B0•-Im
10N-190
M
4W/-130
1 *M.IM
.MAM
.W-130
1W1N
.W1/--]IAN
W1.N
-HM-B1BQ.B.0
•W-130
.M-130
+W--I90
Js
.W-IN
K.IJ
W.190
.W.nO
.W.13
.W.IN
.W.w
15
.W.19
.W-10
.M.30
.WnO
.W90
37
.W-130
.W-130
.W-130
.W-1.
W.130.WI283
.-.M/-R-I.N9.
...
4WA25e
.W-1226
•W421II
MIIB1
.
•W.1161
%110
..J1
.W-190
.W-MA
•M-127.5
.W-1266
1W-1215
.M1181
.L-119
.W-112
•M-1101
.W.1%6
W-1WB
.•WB-I1LB9.0
Y1N
.W-12B3
.W-121.2
•W-1109
.W-116A
.W-1%8
.W-I05
.%-1012
.
W-WB
.BM-1013
.WWA
+WVl
.W-%1
AJ
.W-I215
s,mlma
.W-1130
W.1116
M-1U..5
.W.1W2
WIMS
Wd
•W-%8
M129AAI
•.9
MN9
W-M5
A
•W-1229
•W-1158
.W-1118
.W-1%.7
W-I%3
.W-IMA
W-907
M%
W23
.W.W.1
Nd)
M0.0
+WA
A]
•W-010
•W-tl$.]
W-IMI
.W-0NA
1W105
.M-988
1M&A
.W916
1149,1
.lW]
•W$
•d-2.1
•.I..
1
•W-H12
•M-10A
1W-108
.W9W
1W'95.3
+14A7
.LW
1WN.5
.TU4
1q0]
+f".
51
•W-I10.0
1W-1W.3W1W-%B
.W-W9
.W927
-"..3
ryffi.2
.M-032
.Wd0.5
1764
,I
.W.101]
W-1W.0
.W9e]
.W-%]
W
.W-194
.l-V
.WT
.WM9
.LIT]
11-7
.1-R3
0-714
M
.W-1W5
.W-%0
.W%9
.W]
.W-61.8
3
.BM0
.BMIH3
1/711
NJSA
N-M2
*&fIg0
i
.W101.5
.WWA
....
W.91
11dB3
.%A.1
.MdA
./.TB
.1756
./-ITS
H2B
..Irl5
W-.15
./-W
1/BB5
M.M.
.M.5
MN3
.l-.7
./-753
•7.3
d2
III
.WA50
.
13
.A
.BM-M2
I
H-].e
4".
1
•A.]
MI
.W9
.WB1.3
l.
3
N-]B.1
Z7II
W
./4B3
.W.85
.Wb1I
.I -)HA
1.4R.5
H-nT
8n]2
b].].WdB3A
2
.q.A
.I-]52
./-11A
•I0
. U-
]
y5l
3I
1-71
H-M.A
T/
./.n.l
14n.1
]aMA
.r-RA
.2
r.m
-.1
.rds1.
1.r.ea.B
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE
TABLE TO DETERMINE THE WINDOW SIM.
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.
T/JV LWINATEO
GIASSSTACK
4
BITE I-.- LONG SIDE
,4rALEI
DITERIORSHORT
/tiSIDE
�Y GLASS NPES
�-- LONGSIDE --��
-r
SHORT
SIDE
L
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWTL
1-111WNOK
GLASS STACK
,,I
7116- SWAT d
GI.ASSA611NATE0
GI»SS VACK N
TEMPERED GLASS
3/16•ANNEALECGIASS
3116'ANNEALED GLASS
]/16'AIRSPACE
CWSGINTERLAYER SHORT
SIDE
5
SIB'
GLASS BE
2NG
IDESIDEIX
ol
ERIOR
21 13
GLASS TYPE 7 -
SHORT
SIDE
> of
il
Y
O
<
o E
v
N
o
OJ
0
N
ZLLN ��
W
uno.0
U Ud R.
9M0
w _
u
J
ZO
O
CI Z C u
W
N
5
J
Q
~0
M
Lu
o
Q
lases
® $
W
m�
Z
iX
U)
O
O
Z
a.os
¢
o
Z
a
F
w
O
W55
Z
N
V
K
W
san
s ua5
PSG'0,0 LYN/y���,�
.: FP
*, ;
N0. 58705 :
Window Design Pressure (N-, p9Q for Glass Types S 3 B
Wma Side.
Tip to Tip In
M710
73
TT
78 94
1 81
85
89
1 1A
97
101
105
109
I IIN112
1 113
117
121
125
129
137
1 145
31
.901-130
+3d-130
N 430
+9ry-130
+901-13D
+90-130
+901-13D
I +9d-130
+9d-130
+9d-130
a9d-130
+9d-130
1 +ed-130
1 +9d-130
+9d-130
+901-130
+9d-130
+W.130
+901-130
+901-130
33
+901-130
+901-130
+9d-130
+90/.130
+901-130
+901-130
+9d430
+901-130
+9d-IW
+911-133
a9d-130
+90-130
+90fAm
+90/-130
+904130
.901
aW-lw
+901.130
+W.Iso
+W.1m
35
.=-1N1
+901-130
.931-130
+9d-130
.901-130
+ -130
+9d-130
+901-130
+90,430
+901-130
+901-130
+901-130
+901-13D
+9d-130
+9d-130
a901-130
+901-130
.811-130
+801-110
+Bd-11D
37
+9d-130
+9d-1J0
+9d-130
+9d-130
+9d-130
+W-130
+9d-130
+9d-130
+9d-130
+9d-130
+9N-130
+9d-130
+9d-130
+9d-130
+9d-130
+9d-130
+9d-0JD
+Bd-110
aBd-t10
39
a9N-130
+9d-130
+90,430
+W-lb
+0
+9d-130
+901-130
+9d-130
H
+9d-130
+9d-130
+9d-130
+9d-130
+W.130
+=-Ila
+W-IN
+9d-130
+801410
+Bd-110
+Bd-110
+8d-110
+W-lw
+9d-130
+9d-130
+9d-130
.130
+M.130
.9d-130
+901-130
+9d-130
430
+9d-130
+901.130
+9d-130
+9d-130
+9d-130
+9d-1J0
+Bd-110
+Bd-IU)
+=-Ila
+Bd-110
+80'-110
+8d-110
0
L3
+9d-130
+90'-130
+9d-130
+9d-130
+9d-130
+9d-130
+9d-130
+96c130
a
+9d-130
+9d-130
+9d-130
+9d-130
+8U'-110
+8d-110
+Bd-110
+8d-110
+001-110
+0d-110
+Bd-110
45
.9d-130
+90'-130
+9d-130
+W-130
+9d-130
+9d-130
+WAM
+9d-130
430
+9d-130
+9d-Iw
+901.130
+8d-110
+Bd-110
+Bd-110
+80-110
a8d-110
+8d-110
+801-110
+8d-110
47
+901430
+9d-130
+90/430
+9d-13)
+W.130
+9d-130
+9N-130
+9N-130
+9d-130
+"-110
+8d-110
+m.110
+Bd-110
+mmo
110
+Sa
+801-110
a0d-110
+9d-030
+9d-130
+9d-130
+9d-130
+901430
+W.130
+9d-130
+M.110
.80,410
+Bd- 10
1
+Bd-110
+Bd-If0
1
+80I- 10
+BN- uD
+ad-nD
+Ov-nD
.ev-ao
'
51
S1
.9d-130
+=-in
+9d-130
+9d-130
aM-13D
+9d-130
,90/.130
+0601-110
+fid-110
+8d-110
+Bd-110
+Sd-110
+Bw-11D
+Bd-1m
+Bd-Tto
.Bd-110
F
53
+9d-130
.=-In
+9d-130
+
+Bd-130
+9d-13D
+9d-13D
BB.flI-t20.1
.8d-110
+8d410
+8d-1ID
+Bd-110
+0d-010
+Bd-110
+Bd-t10
55
+9d-130
.9d-13D
-130
+9d430
+901-130
00.w-1ZS.1
+Bd-110
.Bd-110
+Bd-110
+Bd-110
+Bd-110
+Bd-1f0
+Bb-110
+Bd-110
a
ST
+9d-130
+9d-In
+96'-030
+90I-130
89,N.12
+09.Y-129
a
a0d-110
+8d-110
+Bd-110
+ad-110
+BddID
+Bd-110
F
59
+9d-130
+90'-130
H6
8 -130.1
+80I-110
-Iio
+Bd-110
+801-110
+=-Ila
+Bd-110
+8d-110
+BN-110
et
+Bd-13D
+90'-1J0
0=-110.
+Bd-110
+Bd-HO
+Bd-110
+W-110
+Bd-110
+Bd410
63
+901-130
+9d-130
a0d.110
.=-Ila
.801-110
a8d-110
+Bd-110
+8d-110
65+9d-130'0+Bd.t10
+801-110
+Bd-110
+Bd-110
a81R110
6T
-W-130
+BO'-11D
+Bd-11D
.Bd-110
+Bd-110
+Bd-110
68-'.
+9d-130
..-11D
a0dd10
m
-m-110
+Sd-110
+=-Ila+Bd-110
.Bd-110
+Bd-110
.M.11D
+W-110
+=-110+0d-110
.8d.110
Tbva
+8d-110
+Ba-110
+8m.no
11 nr-IV-nr vimCNSmna Snuwn.rvn inl eVlfXl nn PNuew/LL LCV winwws, OVO11(NGI I-rnum Ine inewinuVw SlLt
2) FORSIZES NOT SHOWN, ROUND UPTO THE NEXTAVAILABLE SHORTOR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST W W DOW SIZE IN THETABUEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY W WITHIN.
7/16-1-AMINATED ._..I L —
GIASSSTACK I
.09d SGINTERLAYER
Y16-HEAT
w16'HEATSTRENGTHENEDGIASS
STRENGTHENED GLASS
i
w0'
GLASS SITE
1-2
EKTERIOR
a 20
/3
GLASS TYPE 6
1-1/IWNOM.
GLASS STACK
1 AMINATEO
LAMINAK
11+— GN
GI -AS
w16'TEMPEREO GLASS
WiVHEATSTRENGTHENEDGLASS
3116'HEAT STRENGTHENEO GLA55
7/1 fi'AIR SPACE
.090" SG INTERIAYER
5
0
LI
SS'
GLASS BITE
E%TERIOR
a
GLASS TYPE 6
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�— LONG SIDE b 1
SHORT P 1
SIDE
L
—T —
SHORT I—
SIDE 1
f` LONGSIDE
SHOR
SIDEF=
7
LONG
SIDE
1
SHORT
SIDE
JR-03/16/18-UPDATED
.. VALUESANDSIZES.
2X MOD BUCKSTRIP EDGE
OR FRAMING. SEE DISTANCE
NOTE 2, THIS SHEET
INSTALLATION
TYPE —
WINDOW EXTERIOR
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2-0/4'
5
EMBEDMENT AND EDGE INSTALLATION INSTALLATION
rDISTANCE PER SUBSTRATE. TYPE TYPE EMBEDMENT
SEETABLEB,TMSSHEET
EMBEDMENT 11(WOOD BUCKSTRIP,
1/4'MAX BEE NOTE 2, THIS SHEET
EMBEDMENT1SHOB TYP. ANCHOR TYPE, EMBEOMENTAND
EDGE DISTANCE PER SUBSTRATE, EDGE
JJJ__LLL EDGE DISTANCE
SEE TABLE 8, THIS SHEET
DISTANCE B
^�114•MAX -
SHIM
FORALL
OF
ITECTURAL 11
.S ®11-TIB' EXTERIOR '
CONCRETECMU 4 V 11 .
PEUIREMER �_ VISIBLE OWBUIKMOT-1 H=� ,
REQUIREMENT WINDOW BUCK T OTH-2-L4'
WINDOWBUCKWIDTH CONCRETEICMU
TIP-TOTIPWINDOW WIDTH PER ANCHOR
REOUIREMENT
INSTALLATION HORIZONTAL SECTION A -A
METHOD D
114-
MAX.
SHIM
9
EXTERIOR
STEEL SELF-DRILUNG
SMS(G5),SEETARLE
B, THIS SHEET
MNMI-DACE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE S,THIS SHEET
INSTALLATION I
TYPE B DISTANCE -�
VERTICAL SECTION B-B
T�114• MAX SHIM
1 1X WOOD BUCKSTRO',
SEE NOTE 2. THIS SHEET
CONCRETE PER
ANCHOR
REQUIREMENT
INSTALLATION NOTES
mn
S..te
Min. Edge
Dimn
Me FmeR rt
M O.C.
Boom
Y12ork144105SSvew
SPUHem Pire SG=D55
&15'
1-ww.
IT
Almin=6 115min
wr
0.080'•
1T
AW Steal
YB'
0.OSY'
1T
SWSNS G, 'n
wl8
mow 18 Ga
1T
012ar0MSIeelB (G5)
SaeBIe.mee SG=0.55
S/15'
14/0'
1T
Abmnum 6)53-TS aun
A Sk l
YB"
3/Y
OAs3"
(LOST
1T
1T
Skel Sad G. 33 �rvn.
3'S'
Bm- 18Ge
1T
VC41OSSCrelaFlex
reeRa CMU. AST"090
2-UT
I-1/4'
1T
Conmete (Hn. 3.35 W)
1'
1-w/
1T
1/T Steel Utr..e
Coroiele min. 2851y
1'
13
IT
Coareta nin.
.1
-Y2T
B
1TP
uMU CMU A2S815M0G
-
51W SDel Umicon
Concrete mn.35ft
1-114'
1-Y4'
I 1T
RB CMU ASTM CW
2-11T
14V4'
1T
'UN'ROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS,
ALL HEAD TYPES APPLICABLE.
1. USE ONLY ANCHORS LISTED ON TNIS SHEET. FOLLOW EMBEDMENT AND
EDGE DISTANCE UMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ME SUCKS WHOSE TOTAL
THICKNESS IS LESS THAN 1-1 R'. 1X WOOD BUCKS ME OPTIONAL IF UNIT CAN
BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS
'2X• ME 1-I/T THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS "PROVED BY
AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF
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.
wwdal
Mn Fr
Me F.
Sbal Screw
d
4105crex
Ea maCo�
ei
41D SS Elco C.bFIea®
K4
H�45
606T_1SAHniwm
s
A38Steel
Ge. 33Steel SEd
W
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Y
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0 KK
a
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a1u0
Om ui
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unoi°
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aaq
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:.v5
2XWOODSUCKSTRIP EDGE
DISTANCE
ORFRAMING,SEE r
NOTE 2, THIS SHEET
INSTALLATION
%<
TYPE E
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT -
WINDOW
BUCK
HEIGHT-
2a4'
TYRANCHDRTYPE,
INSTALLATION
EMBEOMENTANDEDGE
DISTANCE PER SUBSTRATE,
TYPED
SEE TABLE 9, THIS SHEET
1EMBEDMENT
EMBEDMENT
114- MAN
I SHIM
EDGE I I !III dI IV DISTANCE
RALL
CTURAL
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
INSTALLATION
TYPE H
114'
MAK.
SHIM
9
EXTERIOR
STEEL SELF-DRI
a SMS(G5), SEET
9, THIS SHEET
MIAMI4)ADE APPROVED MULLION (SEE
SEPERATE NOAL ALUMINUM, STEFI FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE %THIS SHEET
INSTALLATION
TYPE F
SEE NOTE 2,
TYP. ANCHOR TYPE, EMBEDMENTAND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
EKTERIOR \
4
VIOWBUIGHTVJIDTH=
WINDOW DIUBUCKMI)TH P
WNDOW BUCK WIDTH
HORIZONTAL SECTION C-C
EMBEDMENT
EDGE
DISTANCE
CONCRETEICMU
PERANCHOR
REQUIREMENT
AncRx
Su0e9ae
MIT. Edge
Cietanm
MR EnCedrent
MaKO.C.
0I2cr P1441DSSSc.
Soeeem Pire SG=0.M3
WIS'
I- T
1T
ALminum 60EXIi lmn.
33'
0.0 -
IT
MS Sect
3/1'
0m..
1T
Steel SIW
WT
0.04510 Ge
1T
012 m414 Seel Screw(0)
Sw .Pi.(SG .
Wt6'
I.
IT
A n 6061T5 Or.
SIB'
006T•
1T
A30Stew
-- XT
0063'•
1T
Seel S9d Gr. 33 mn
3B
OOa5° Ile Ge '
12'
1/P410SSCreeFiex
roved CMU ASTM O90
2-12'
1.110
1T
Ccncrele Inn. 3.351¢i
1'
i-3/4'
77
1/PS1,01-Itracnn
Co.V, Inrt 2.05 KN
1•
1-SIP
1T
Canclee Inn. 2B5 Fsi
2-1/T
1-3R'
IT
rmled CMU ASTMC90
2-VT
1-1/P
1T
6116'Sleei Ullracan
Concrete rein. 35 ke1
1-1/4-
13'P
IT
GfdIM CMU AS C-W
2-12'
13'4'
1T
'UNGROUTEO CMU' VALUED MAV DE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
I L
-F1/4' MAK SHIM
INSTALLATIONNOTES
1%WOODBUCKSTRIP.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND
SEE NOTE 2, THIS SHEET
EDGEDISTANCELIMITS.
T
2. WOOD BUCKS DEPICTED ON THIS SHEET AS-1K'. ME BUCKSMOSE TOTAL
}
•
CONCRETE PER
THICKNESSISIESSTHAN I -IQ'. 1KWOODBUCKSAREOPTIONALIFUNITCAN
EMBEDMENT
ANCHOR
BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOODBUCKSDEPICTEDAS
REQUIREMENT
Z ME1-i2- ICKORGREATERINSTALL ONTOTHESUBSTRATEOF
WOOD BUCKSTO BE ENGINEERED BYOTHERS ORASAPPROVED BY
- -
AUTHORITY HAVING JURISDICTION.
INSTALLATION EDGE
TYPEF
TYP.°
SHALL BEOFASIZE
THE STRUCTURALFRAME.
RVIDE
DISTANCE
AND EDGE DITANCEMBEDMENT
AND EDGE SEE
T3. OFMENTTORTTO
TO PROVIDE FULL SUPPORT TO THE WNDOW FRAME.
TABLET
SUBSTRATE. SHEEP
SUBSTRATE. SEE TABLE 9, THIS
VERTICAL SECTION
D-D
OABLE,LOWERDESIGNPRESSUREFROMEITHERWINDOWOR
MULLION
MULLION NOA APPLIES TO WHOLE SYSTEM.
Modal
MR FY
MR F.
Steel Screw
92W
120 MI
410 Screw
Sold
110Kai
Boo Utrecons
155 w
177Iei
410 S6 E]co Cr.teFI.aO
IVA Nil
189.7 W
6063-T5Wulmmlm
law
22W
A38 Seel
36 W
581a1
Gr. 33 Seel Se!
33w
45W
NO CHANGES THIS SHEET.
FIN FRAMES ARE ONLY TO BE USED
TYP.ANCHORTYPE, ZX MOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 14(PVB INSTALLATION
EMBEDMENTAND EDGE EMBEDMENT ORFRAMING,SEE TYPE) INTERLAYER), NOT TO BE USED WTIH TYPE
DISTANCE PER SUBSTATE, NOTE 2, THIS SHEET EDGE L� GLASS TYPES SA.(SG INTERIAYER).
SEE TABLE 10. THIS SNEET DISTANCE 114•MAx EDGE DISTANCE --�{
EDGE ���ill r— SHIM
INSTALLATION o DISTANCE O 2X WV OD STRIP 2X MOD BUCKSTRIP Tj TYPE I OR FRAMING, SEE OR FRAMING, SEE
NOTE 2, TNIB SHEET NOTE2,THISSHEET PRODUCTREVISEa
v camplPuy wiN UM FTur l b
TYP. ANCHOR TYPE, EMBEDMENTAND Bv14vq Co4e
EDGE DISTANCE PERSUBSTRATE, �t •�
\ mAx �1 SEE TABLE I% THIS SHEET
EXTERIOR
a
SUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT -
WINDOW
BUCK
HEIGHT-
2 v4•
L
v
VIIOHTWOTHe
INSTALLATION INDOWBUCKW14•
11 TYPE L WINDOW BUCK WIDTH
EXTERIOR
tSHIM N.
a
HORIZONTAL SECTION E-E
T
STEEL SELF -DRILLING
II, II YI 10,THISSHE
NMI DADE APPROVED MULLION (SEE
SEPERATE NON. ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 1 O.THIS SHEET
2X WOOD 9UOKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
—i1/4•MAX SHIM
INSTALLATION
TYPE o
EDGE DISTANCE
TYP.ANCHORTYPE.EMBEDMENT
EMBEDMENT ANDEDGEDISTANCEPER
SUBSTRATE, SEE TABLE IO.THISSHEET
VERTICAL SECTION F-F
EMBEDMENT
NO CHANGES THIS SHEET.
EXTERIOR
IT -
Anchor
Substrate
Mr, Edge
01sWee
Max. O.C.
Spacing
2-1/2'X.113'Box Nall
Southern Pine SG0.55
5/16'
5-
2-1/2• x.131- Gennr on Nail
Sou8lern Pine SG=0.55
318'
5'
2-1/Tx.145•Roofing Nall
Soumem Pine SG-0.55
318'
5'
#10 x I'Steel Screw (G5)'
Southem Pine SC-0.55
1/2'
5'
0.093' AII 6063T5 min.
5/16'
5'
1116" A36 Sleel
5/16•
5'
0.045' B Ga Steel Stud G, 33
5/16'
6'
MIN. Vl i 11W1[.
INSTALIXTIONNOTES
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS.
2. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL
BE OF SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
3. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER
WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Mn. F,
Imlel
Aamkd
Mkd
Mkl
45 led
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'ano
R
aa.,as
oNY LYNN&
No.5BT05 't, #.
",,'9/ONAL
A LYNN MILLER, P.E
EDGE DISTANCE
BUCKSTRIP
NOTE 2. THIS SHEET
INSTALLATION
TYPE M
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
EIGHT=
WINDOW
BUCK
HEIGHT-
2414•
INSTALLATION
TYPE N
EMBED
TYP.ANCHORTYPE
IEMBEDMENT
"I
LIM•MAX
SHIM
USEDFORALL
'—
SIDESOF
EDGE
ANCHR CTURAL
DISTANCE
SHAPES W 11-T18'
O.C. MAX.
T
INSTALLATION
TYPE O
INSTALLATION TYPE M
I�-�}— EMBEDMENTIA'MA
XSHIM
EXTERIOR 1/4'
a SHIM
SHVA
*j:.�M
S(5ELF-DRILLING
SS (GS), BEE TABLE
11,THISSHEET
MUAM4DADE APPROVED MUWON (SEE
SEPERATE NOA), ALUMINUM STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE I I.THIS SHEET
FIN FRAMESARE ONLYTO BE USED
WITH GLASS TYPES 14 (PVB
INTERLAYER), NOT TO BE USED WITH INSTALLATION
GLASS TYPES ",(SO INTERLAYER). TYPE
1X WOOD SUCKSRRIP, SEE
NOTE 2; THIS SHEET
NOTE 2. THIS SHEET
TYP.ANCHORTYPE,EMBEDMENTAh
EDGE DISTANCE PER SUBSTRATE,
SEETABLEII,THISSHEET
VISIBLE UGHT WDTH=
WINDOW BUCK WIDTH -2-L4'
WINDOW BUCK WIDTH
HORIZONTAL SECTION G-G
EMBEDMENT
O
EDGE
DISTANCE
CONCRETE/CMU
PERANCHOR
REQUIREMENT
EXTFETRIOR
v
AMRor
Substrate
MR Edge
Dstalce
Mm Efltedment
Max O.C.
5 tin
912 or #14 410 SS Screw
S"em Pine SG=O.
wily.
1-3/6'
6.2'
AMrtinu 6053-T5 Din.
3/8"
0.063° •
6.2'
A36 Steel
318°
0.053".
6.2"
Steel Stud. Gr, 33 On.
318'
0.045° 18 Go) '
8.T
#12 w #14 Steel SCTew(G5)
SOUhem Pine SG=0.5
oils.
1-3/6'
6.2°
AM1minom 6083-75 mn.
318°
0,063" °
6.2°
A36 Steel
No"
0.TA..
BIT
Steel S ain.
318"
0.045' 18 GB '
6.2°
1/4"410 SS CreteFlerz
Urgrouted CMU ASTM G90
2-1/2'
1-1/4'
1L6'
CXurrek Ron. 3.35 kti)
1'
1-3/4'
1L6"
1f4'Steel tlitracou
Concrete rdn. 2.851ai
1"
1-314•
11.6'
Concrete Rin. 2.851ai
2.12'
1-wB°
11.6'
lb routed CM, AS1M G90
24/Y
1-3/4"
&16'Seel lABacan
Concrete min. 3.5 ksi
7-1/4'
1-3/4'
(?ONed C ASIM G90
2-11Y
1-314'
11.6'
iT
�1M•MAXSHIM
1X WOOD BUCKSTRIP, 'MIN. OF 3 THREADS BEYOND THE
METAL SUBSTRATE.
O SEE NOTE 2, THIS SHEET 'ONGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS.
ALL HEAD TYPES APPLICABLE.
•
INSTALLATION NOTES:
I. USE ONLYANCHORSLISTED ONTHISSHEET. FOLLOWEMBEDMENTAND EOGEUISTANCELLMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1X•, ARE BUCKS WHOSE TOTALTHICKNESS IS LESSTHAN
14Q'. 1X WOOD
•
BUCKSAREOPTIONAL IF UNITCAN BE INSTALLED DIRECTLYTO SOLID'CONCRETE WOOD BUCKSDEPICTEDAS4
ARE
CONCRETE/CMU
1-IW THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKSTO BE ENGINEERED BYOTRERS ORAS
PERANCHOR EDGE
APPROVED BYAUTHORTTY HAVING JUWSDICTION.
REQUIREMENT DISTANCE
3. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER SHALL BE OFA SIMTO PROVIDE FULL SUPPORTTO THE
WINDOW FRAME
VERTICAL SECTION H-H
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER MOM OR MULLION NOA APPLIES TO WHOLE SYSTEM.
M+cnal
Mn F.
Mn F.
sw!kc
4108—
EG.I.Mafu�
Mo ss EkPGatFb�M
amwow
co Ts .
AbsW
o.MB Iswo
NO CHANGES THIS SHEET.
W LI
m
Y
O
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a
O
m
O
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OJ.
O
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i¢
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'asap
sa!ny
Item
PGT Part#
Description
Material
1
4253C
Flanged Frame
Alum. 6063-T5
2
4285
Equal -leg Frame
Alum. 6063-TS
3
4256
Integral Fin Frame
Alum. 6063-T5
4
4255
7116- Lami. Glass Beading
Alum. 6063-T5
5
4254
I.G. Glass Beading
Alum. 6063.75
ea
4270
Installation Fastener Cow
Alum. 6063-75
61,
4224
Installatian Fastener Cow for Cunes
Rigid PVC
8
1 4257
7/16' Lami. Glass Beading br Cur\es
Alum. 6063-T5
9
4259
I.G. Beading for Curs
Alum. 6063-T5
10
70589C
Gasket(at 90acomer)oints)
Polyethylene
11
TPMe
Vinyl Bulb Weatherstrip
Flex PVC, Dum. 65+/-1
12
61308K
lFoarn Beading Tape
13
Dm9 791,
899, 995 ar GE 7700 Backbedding
Silicone
20
71652K
Setting Block, Mono. 3116' x 7116" x V
Neoprene, Wm. 85+/-1
21
71704AK
Setting Block, I.G. W16" x 13/32' x 4'
Neoprene, Dum. 85+/-1
29
76X114FP
ft6 x 1-1/4' FH SMS (Cured Beading)
Stainless Steel
30
781PQX
#8 x 1' Quad PH SMS (Assembly)
Stainless Steel
75
Kommeding Kodispace 4SG TPS
See this Sheet for
Materials
76
Quanex Super Spacer nXr
77
Quanex D.mseal Spacer
78
Cardinal XL Edge Spacer
2.]84 2.J84 2.J84
.094' +11r- 094' �llf 094' -�11+
.WC r .062' 1.3J5' 1 .07P r WT 1.3J5' .W4' r .0
67r 1 1 - 1
.430' S00' ,438' S00' 438'
000' T
sar r.�� .osa•i60°6 r-��- .aso•m l�� .oso-�N°
25• A T
OFLANGE FRAME OEOUAL-LEG FRAME
(")FIN FRAME
L.97W �-
.675' I�I�I�ly�1yj
�— .316'
BJ].5�IYrI��I�8y15�
JII
I 1.037'��
9970' ly
II.r
.8]5' I
1 .346'
.BJJS— II
050.
O G�IIASG BEApING
T �- .050'
OBEADING GUSS
.050'
INSTBa FASTS ER COVER
T u�D�' 055W
SING
OFIASS BEDDING
1 �IIIIIIII Vr-- .050'
OBEA CURVES
SILICONE HOTWELT
eu
STRUCTURAL
POLYI50- NOM. 3116'
._ENE VJfIH STRUCTURAL
DESICCANL SILICONE
FOAM WITH
EXT.GUSS DESICCANT
EXT. GLASS
IM. GLASS INT.G
OKODISPACE 76SUPER SPACER'
]5 4SGTPS J6 NXT1N
ANGLED/LURVED
FRAME ASSEMBLY
90'CORNER
I
d
FRAMEASSEMBLY
I
I
10
ALL CORNERS TO j
I
USE GASKET I
/
ANDIORSEALANT
I /
I /
/
6
/
/ EQUAL
EXTERIOR
FLANGEFl
/
ECMA EG FRAME
MITERED FRAME'NITII INTERIOR
�FLWGEFRAME
AND EXTERIOR FRAME WELDS
(SHCWN)ORCORNERKLYSAT
O
SCREWWSSES.SEMANTATAL
EXTERIOR
ALLCORNERSTO
USEGASKET
AND/OR SEALANT
ALUMINUM POLYISOBIfTYLENE DESICCANTRU.
REINFORCEMENT SEAL 5I16'NOM.
NOM. SILICONE
SItr NOM. SEAL
BIR1'L6 ROLL -FORMED
DESICFCA� STgINLESS STEEL
EXT. GIAGS EXT. GLASS
LASB
INi. GLASS IM. GLASS
OL° i8DURASEAXLEDGE^
SPACER SPACER
ASSEMBLY DETAILS
FOR FIN FRAMES
90'CORNER
FRAMEASSEMBLY
ANGLED/CURVED
FRAMEASSEMBLY
EXTERIOR
b
EXTERIOR
MITERED FRAME4YTIINTERIOR
VLL A:1 #aM3 x �3 L' 1: I q:I-9
NO CHANGES THIS SHEET.
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