HomeMy WebLinkAboutNOA" SCANNED FILE COPY
MIAMI•DADE BY MIAMl-DADE COUNTY
a St. Lucie Coun
ty ��/� PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESO W6ED FOR11805 SW 26 Street, Room 208
474
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 5-2) 3I5-2590 F (786) 315-2599
99
NOTICE OF ACCEPTANCE (NOA)CODE COMPLIAN 7�6C,,,,,,W rni=idade.gov/economy
PGT Industries, Inc. ST. LUCIE
1070 Technology Drive,
Nokomis, Fl. 34275 BOCC fJ
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 "SGD-670" Aluminum Sliding Glass Doors w/ 90' & 135" corners -NI
APPROVAL DOCUMENT: Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Nan-Impaef', sheets 1
through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by 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: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable
are required.
Limitations:
1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 for comer units and sheet 14 for pocketed units. Pockets & Egress requirements
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA k 16-0629.03 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAMI DaDE COurtTv , NOA No. 17-0420.09
' RECEIVED Expiration Date: April 07, 2020
Approval Date: October 12, 2017
avill MAY 2 9 2019 Page I
to
ST. Lucie County, Permitting
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22,
prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller, P.E.
B. TESTS
1. REF Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/
TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test
Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all
signed & sealed by Idalmis Ortega, P.E.
2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL-
5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales,
P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13)
2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94
Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared
by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed &
sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 & marked -up
drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by
Fenestration Testing
3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and AT172138.01-401-18.
4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202
& 203-94, issued by Fenestration Testing lab (Test report submitted under file 415-0430.08).
C. CALCULATIONS (submitted under file #14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets I thin 67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME- 13 00-02, -04 & -09. 1 (
haq I. Chauda, P.E.
Product Control Examiner
NOA No. 17-0420.09
Expiration Date: April 07, 2020
E-1 Approval Date: October 12, 2017
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
I None.
F. STATEMENTS (submitted under file 414-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5a' Edition) and "No financial
interest", prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 15-1013.14, expiring April 07, 2020.
2. Test proposal # 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5th edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E.
5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed
by Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/09/17, complying with FBC-217 (611 Edition), prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTME-1300-02, -04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5`h edition) & FBC 2017(6a' Edition) and letter of
no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020.
1S�1g9 1 • 1.,.,...�
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.09
Expiration Date: April 07, 2020
E-2 Approval Date: October 12, 2017
SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET It GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO,
3)ANCHORAGE: THE 33.1F3Y. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 8-14.
4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES. FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON. CRETEFLEX AND AGGREGATOR NONS. ANSIJAFBPA NDS FOR
WOOD CONSTRUCTION AND ADM. ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5254. FTL-5979, FTU5980, FTL5987, FTL5994, FTL5002, FIFL5034, FTL5035,
FTL-7554 AND ATI 72138.01-140 1 -18
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1)"ME SUBSTRATE CONDITIONS REWIRE ANCHORAGE MOM MOM THAN ONE OF THE ANCHOR GROUPS ABUVE.
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES W THIS APPROVAL
2) NL STEEL
HEMTIX AREKSI, MN IFY
3) FORGTEELSTUGNES FU ALSOBI, LUSFY=33KSI.
4)FULED ANCHOBLOCS VALUES MAY ACED BE USED IN HOLLOW BLOCK Mora THREADS
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT p MINIMUM OF 3 TNREM3 EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
TAB LE
B. SEE DETAILS ON SHEETS 4& 5:
3) WOOD BUCKS DEPICTED AS I X ARE LESS THAN I-12'THICK
.B000crxEviSPD
Glass
PROPERLY SECURED. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
.1 dnp71.a `dkr4Flrfi
6iel°e C.u.
TypB
Descdphon (Listed from EMedor to Mellor)
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
Am .0 N.L7-0420.OY
DEPICTED AS ZX ARE I-12' THICK OR GREATER. IX AND 2X BUCKS
E'W'+1r`DneAv�?o C20
Gt
GtA
W 17 TEMPERED GLASS
1la•TEMPEREDGUSS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
(SI. (~�•�
G2
1•I.G.:3/ts•IEMPEPEO GLASS+S'd AOTSPACE+3M6'TEMPERED GVSS
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
PM ttwr.t
GM I VI.G.: WP TEMPERED GLASS+ 10 NRSPACE a ur TEMPERED GI SS RECORD& TO BE REVIEWED BY THE BUILDING OFFICIAL.
DESIGN PRE95MERATING
IMPACT RATING
SEE TABLES 1, 2 A 3 ON
SHEETS6, 7 AA
NOT RATED FOR MISSILE
IMPACTPESISTANCE
CODESISTMDARDSUSED:
.2017 FLORIDA BUILDING CODE (FBC), STH EDITION
.M14 FLORIDA BUILDING CODE (FBC), 5TH EDITION
.ASTM Et 30009
.ANSUAFWA NOS201S FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL, AVW?iHS
.AISI SID}12
.RISC3 10
GENERAL NOTES ..........
_.1
EXAMPLE CONFIGS.......
..2-3
GLAZING DETAILS .........
.. 45
ANCHORAGE .....................
DESIGN PRESSURES.......
65
INSTALL DETAILS..............12I4
ELEVATIONS._ ..................
15.16
PANEL / SILL TYPES_....._
17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
N YE70CER8FT76
(91D4M11m
carT. aFnulNm2m
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REW EWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX 1/4'THICK&3400 PSI MIN., (DONE BY OTHERS) MUST FULLYJG�58
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO
11\Itll l/1//
.
Qom•.
THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
— .�7�
*
SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
; 1 TW05
(/.(,,
11'•.
BY THE AUTHORITY HAVING JURISDICTION.
K 11
pr.r ALYNNIJILLERPE
7,.A/T.S 1 •22 PGTO128 C P.E.N55T05
CONFIGURATIONS NOTES:
FNOM.
LE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
UNIT WIDTH MAX.UNITWIDTH I'� LOCATIONS USING DETAIL -JW.'Je.-Kw-OR'Kc-INSTALLATION.
OCKET (p)
pp)D=p,Op)O= OR)O=p OEXAMPLE: 4-PANEL)O0(X IN PXXX IN POCKET CONFIGURATION TION CAN BE
NEL WIDTH NOM. PANEL WIDTH
TABLES I3 1 13 PER TABLES 13
2) 90' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
I
OFANV 2STRAIGHT CONFIGURATIONS.
ii Iw&w
t
t
Jc
1 , io�o
3) FOR NOM. PANEL WIDTH. SEE TABLES I-3.
t
MAX.UNIT
HEIGHT
ii w
I�iy
MAX. UNIT
HEIGHT
is
to I� ¢
I Lu w
PER TABLES 1.3
1 E'
I p
'X' = OPERABLE PANEL,
PER TABLES 1-3
E
4w�
Ion
'O'= INOPERABLE PANEL.
y
JI
'p'=POCKET DETAIL LETTER
W =WOOD OR METAL INSTALLATION
J` ___�
- r
_1�r___�
® -i =CONCRETE INSTALLATION
1-PANEL
2-PANEL
CONFIGURATIONS
t
CONFIGURATIONS
t
1—SHEET NUMBER
MAX UNIT WIDTH
NOM. PANEL WIDTH NOM. PANEL WIDTH
PER TABLES I3 i13 w
PER TABLES"
tal
19MAX. UNIT, ,HEIGHT
PER TABLES 1-3
J�
r 1
I
Jw Jc I
a Ion MAX UNIT
t Ivey HEIGHT
Luw PER
I y TABLES 13
vacXer I S w
I n L
I
3-PANEL CONFIGURATIONS
3
MN ®— 11E1®IiiiVE1T
iF�7ik1 Q��7
le
m
5-PANEL CONFIGURATIONS
ml�
rMEWAvrx
MAX. UNIT WIDTH
DLO WIDTH = NOM. PANEL WIDTH -T
DLO HEIGHT = DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866-
4-PANEL CONFIGURATIONS
1 3 1
t9
MAX. UNITW IDTH
NOM. PANEL WIDTH
A,
1
PER TABLES 1-3
1 1:
MAX UNIT w
1
SEE
HEIGHT 0
NOTE
PER 19
�•TFU
TABLES 7-3 / /
19
E]TE bfl
CORNER, TYP.
1
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
EXAMPLE CONFIGURATIONS
SERIES 670 ALUM. SGD - NON -IMPACT
I NTS
2 • 22 L PGTO128
N i LYIV ?'�4
e2: NF
* No. 58705
viQ dJ/
�i��Sp.f(OB10P. _tG��4`C
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT, ffil
96' OR 120'
l
NOM. P
PEF
MAX
HEI
PER TA
MAX. TESTED UNIT WIDTH =
355-7/16- @ 99- HEIGHT
300-1/4' @ 120' HEIGHT
ac
1 1 3
6-PANEL CONFIGURATIONS
MAX UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES"
t 1
MAX UNIT t to
HEIGHT ,
PER TABLES 1-3
�TlIiCJ®\C>®
m
{F7
m
fk�'7
iF�7
8-PANEL CONFIGURATIONS
m,r.oEaurxraaa
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL -JIY,'Je.-Kw-OR-KC INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
T)55Yp, pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
2) 90- 8135' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH. SEE TABLES 1-3.
'X' = OPERABLE PANEL,
'O' = INOPERABLE PANEL,
'p = POCKET
DETAIL LETTER
= WOOD OR METAL INSTALLATION
®1 'e=CONCRETE INSTALLATION
LSHEETNUMBER
DLO WIDTH =NOM. PANEL WIDTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866'
Ell
Po E1
EXAMPLE CONFIGURATIONS
SERIES 670 ALUM. SGD - NON -IMPACT
scpem NTS 1 3 - 22 �rPGT0128
LYN/v
58705 '•p
• t
710 AISOF� •14
REA%M5
GLAZING DETAILS (G1 & G1A)
3/16' T GLASS
]4
E.XIERIOR 82
a
3/4' NOM.
GLASS
SITE
]e
EXTERIOR
3/16" TEMPERED GLASS, TYPE G1
1/4' T GLASS
74
IRDOULEeEVlB®
um�Male"inue�MM
EXTERIOR 82
!«4 .H
AmpU«e 4 ii-04Z_•6-f
r4 j
ewtr«I.. P11)
3/4'NON.
GLASS
Rrdr Ad«I CaeN
BITE
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1111111111111j
1/4"TEMPERED GLASS, TYPE G1A
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'
NO. 58705
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GLAZING NOTES'
T=TEMPERED
fmo IEOPROGYIYNE
RVE]+X>:n>m4
GLAZING DETAILS
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11111111/
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r A.LYMMLLERP.E.,
��
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scosro NTS 4 - 22 PGTO128
C REAW05
JR O?/di'14
aon"um�.m
GLAZING DETAILS (G2 & G2A)
SILICONE
HOTWELT BUM
STRUCTURAL
SILICONE
STRUT NENE
EOAML16'T
L18'NOM.
POLVISOBUTYLENEM'NOM.
GLASS
WRH OESICCANi
OESILGNT518'AIR
SPAjlV'NOM.
W. GASSLib'
T GLA
'
74
EXTERIOR
W. GIASS
INT. GIASS
83
1
12' AIR
114".
EMERIOR
a
KODISPACE SUPER
314'NOM. 4SG TPS SPACERUNXT'"
GLASS
BETE
VKINFORUMENT POLYISO- DESK FILLAREA
1" I.G. GLASS, TYPE G2 BUTI'LENE y16'NOM.
SEALburn sDESICCANT0LL-FORMEDFOAMSTAINLESS STEEL
EM. G AS$
t- - 1` NOM. --I EM. GIASS�
L4' NOW
GLASS
BETE
1" I.G. GLASS, TYPE G2A
��� AIM. GLASS
,zs DURASEALO
SPACER
(// `TNT. ElA55
z
XL EDGE'"
SPACER
Parts
Desutpuon
Memrial
124
K=medirrg4SGTPSSpacer System
125
Qum" Super Spacer nXT with HU Melt Butyl
See this
Sheet for
126
Ouanea Duraseal
Materials
127
Cardinal XL Edge Spacer
FTL.a717. rise s Bs]D
* ; NO. 58705
GLAZING NOTES:
T=TEMPERED
•••H 1vwE%tams
(wgtet•fem
CFAT.6A"IN G�IDD
DETAILS
- Ot -4.10RIO,
''�!s`,S70NAL
'1ftfltlrlll�
A. LYMI9MELEKM705 P.E.
P.E.tl 6B]OS
_Gc,wNG
SERIES670ALUM. SGD-NON-IMPACT
.,
F
0 17
C
ND CHANGESTRIS SHEET.
W,W
gepBN
NTS
s.n sryr
5 "Q PGTO128
en
C
_ t9
�A
1-1-Design Pressure (DP) and Anchor Quantities Required, (tor all approved configurations on Sheets 2 & 3)
Fm comamlralu nnchangs n 80' or 1 W camrnas, c® shod 11
Talon ropes to all class IyPeO era
Door IN
HagN
Bf
90'
the Stilaualm9al tYPis shown edex.
Postan(•) Do my be looted eY
Toole to
180.0
>3-R'0.0
7/B"0.0
11
/B'OLO
Arclm Green
Anchor GnvP
AncOn Gmw
PncMGmw
A B C 0
A B C 0
A B C D
A B C D
'nP.
+90.0/-12).1
•Wo/-IA
+90.0/-4108
+900/4029
iT
HaealSp
GH
G+1 G•1 G•1
C4+1
U•1 U•1 GH
U+1
G+1
G•1 GH
G+1
G+1
U+1 G+1
�-
0.0
June
10
0 0 B
In
B 8 0
10
0
0 8
10
8
B B
P-0e
aN
B+) 6+] B•7
]+B
7.1 T+B 11
NB
T+B
7+B 7•B
I.0
7•B
]+e ]+B
PRseum
•90.0/-1063
• ..0/-100.2
+90.0/b2.2
+86.3/r16.3
ds Sa
G+1
G•1 G+1
G+1
C4+1
G+I U•1
G+I
OM
UN
G+1
GH
G•1
G+1 CNf
GN
m0
10
B B
B
10
B B
B
10
8
8
B
1D
B B
a
8H
8N 6•]
BN
7.0
T68 NB
T•0
1+0
T+B
]•B
7•B
T•8
7.0 T+B
7-8
p.
q
•90.0/-929
+973/J]/.3
+W01410
+]]8/-73.0
duki
G I G+1 GHme
10 8 8 6
10
0
B
e
10
B
0Book
B•T 6•] 6• a+)
7•8
7.8
]+B
]+0
7+0
7+0
T+e
)+0
+8
T•8
T+B
T+8
Oes nPrmsurP
•8371ffi7
•78.4/-784
+71.8/-7tli
•618/406
w
IIaeN521
U+2
G+2 G•1 G+2
G•2
G+2
Ce+2
G+2
G+2
G+2
U+1
G+1
G•1
U•1
G+1
U•1
R.0.0
p
.brae
10
B B 0
10
8
B
B
10
e
8
e
10
0
0
B
8
Plaek
B+]
fi+) 6+7 a+7
7-8
I+e
]+B
A8
7+8
1+8
7+0
1+0
]+B
]+B
]•B
1.8
+T71/il.l
•720/-Tl
+Ba4/{53
•.O/fi0
EnPrtasam
41'
Wanton
G•2
G+2
G•2
G+2
DI.2
G+2
G•2
G•2
fA+2
CA•2
GI+2
G+2
G•2
U•2
C4+2
G•2
�,
0.0
Arab
f0
8
e
B
10
B
8
e
to
e
8
8
10
8
8
B
P-0
W
6+]
6.7
B+7
)•0
T•B
T+0
7+8
1+11
T+8
T•e
AB
AB
T•0
T+B
]•8
nprasue
+ns/-72s
+6)1F67.4
+BTO/fin
4T
HmNSW
G•2
G•2 G+2 G•2
G+2
U✓2
C1✓d
G+2
CI.2
G+2
U•2
G•2
C4+2
Gv2
U•2
G•2
St.
0.0
Amp
10
0 8 0
10
8
B
0
10
B
B
8
A
10
B
B
B
Plink
e+T
BQ B+1 fi-7
]+B
]+B
]+8
]+8
I•B
7+8
AB
7+8
7+8
i•B
T+0
Du'nPRamna
+60"'Sul
+NO/LI
•ST.B/d7.e
•508/L88
ST
Ileedl5nl
G+3
973 G+2
G+2
U•3
G+2
U+2
G+2
G•2
G•2
G+2
G•2
U•2
G+2
U•2
U•2
0.0
Amu
10
0 9
8
to
B
B
B
10
a
B
B
to
9
B
B
P=
6+T
6+1 8•T
8•]
]•e
T•B
7+8
]+8
7+g
T+0
T+B
>+a
T•8
T+8
T+0
T+B
FOR EXAMPLE ON USING IABLt, ate ante 1 r.
DLO WIDTH = NOM. PANEL WIDTH-7-
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125-
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866-
Sill Height to Max. (+) DP
(Water tr1816etion Rating)
Sul Riser Heigh
(+)Dasgn
(Flat or Box. see
pressure, psi
Sheet 17)
Flush-1-1/7
sae note3
LEW-2-1/7
+48.67
Medium-3IIV
+60.0
High-4'
+80.0
SEE NOTES iJ
OH LENGTH
OH RATIO =aH HENGHT GTH
w 11m OH RATIO zt
SEE NOTE
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4- SILL.
2) WHEN USING THE 2-1/2-SILL, POSITIVE WATER DP 1546.67 PSF MAX. WHEN USING THE
3-1/4'SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4-SILL. POSITIVE
WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A.
3) 4'.3-1/4-AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
REGUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
BUILDING CODE (SEE ADJACENT DIAGRAM). THIS CONDITION IS NOT RATED FOR WATER
INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. -
..... . a nr.In CWcC IAA 1n PnR ACCFMRI V r1FTAII C
I FIt YULLUWIIVV O11LC
6MJ11V1VMl
�+��o o+vt�ui uu,-v.v..•rv�a
Straight Astragal
.. �.. Lec le@
O'mte.
9Arlaurbly
stl
Lo-Asir@
13Semblyl
Lodadle@
Interlock
P-heok
Lackstile@Jamb
Assemby
5121ght Asragal
Straight
Assemby
90'0.stragal
Assembly
335'Astragal
Standard Stiles
Standard Slle
Standard Stile
Standard Sdie
Standard Stile
Heavy-dutyStile
Heald-dutyStile
Heald-dutyStile
Heavy-duty5tile
Standard Astragal
Outside Corner
Outside
Corner '�- �
Come
Corner
I��Y�V41111 1LLftltl'tl'lllE�
6
T
VDU"
y�
In51tle��
Comer
OulSide
a��1���•
02�
Inside Ce
Carnet
Pan960(x2)
Part960
Part960
-Cl
Part 960(Stile)
Part 967 (Astragal)
.Pan 960
Part961(SDIe)
Part 9119 CComer
Pan9119(Oul.)
Part912011n.)
Pan 961(Stile)
Paris 931&032
Pan 961
Receiver)
(Con.&Fxd Mount)
1aq-nlmo
LFRI.OFAUIH/ffOA
y : No.58701
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I ABLt 2:
Oe91pn P...un (DPI mad Anohor OuanzPoes poqutmd, (for all a ,nnI.d eannguraxene on Sheds 2 R 3)
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e•B &B 0+9 e,9
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8+8 9+9 &B B•B
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G.z G.x LNi G.a
tz m B D
&9 B•B 0.9 e•0
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GS•2 CM2 U•2 C5+2
B+B O.B &B B+B
AMia
A a c D
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UN UN GN G•1
tB e e B
]•B i•e r•e ]+0
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1z +o e e
B•B e+p &B &p
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cs.x G.z e&x GB•i
¢ ID e 6
B•9 B+9 &B &B
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a e
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n m 1a +o
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•BL9/d1.9
G•a e 2 a•2 GS.x
+z +D 1D ID
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n m m m
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Arcra
F. 0 toA
A •W o/i9.D
G,1 G•1 fMt U•1
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&p &➢ b0 B+p
•B0.0/i0.r
&B B•0 B+B B•9
+m!/ffiJ
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tx fa m +o
B•B B•a bB &p
NS.r/->S]
CS•z e5.z CS.x e5n
n +D tD +D
B+9 B•B 6+0 6H
.me/EBB
G+3 CH2 CY2 IS•1
+z m ID 10
&p InaB.I B+B
rrt aP
e c D
•960/910
GN eNt G•t Gq
10 +B m 0
9,f0 D•10 &t0 B•+0
•m0/dlt
t GN1
p•to &10 W10 &f0
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cs.1 G&1 OHt e5•t
u m 1D In
p•t0 9.10 p+lo WID
NO.B/-]D.B
rS+a G.x GHI G.1
1x +D 1D tD
9•f0 &1D &ID B•ID
•N.D/dAD
e3•x a&S G5,3 e9+2
n 10 +D +D
&10 B•1D p.1D 9.10
aW
A e c o
.m0/da0
fMl G•1 Gq GN
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9.1D &10 fr10 p•10
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LN1 GN G•1 G.1
fz 1 ID 1 10 1 10
&10 F10 F10 wo
•]S!/d1l
6•t CS•t LB+t cHt
13 +0 10 m
B•+0 &lo W10 &10
.KS/de!
Gfl G+1 GHt es.1
1x +D tD 1D
pq0 p10 DNO 8+10
. 12 2§12
GN2 G+3 e5+x GS+]
+z fo 10 +D
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P.
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wsr
P.
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Mffi'sn
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m.+IN Pnsaw
IAW9a
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NDlmnilable i.mese wens
PeWaN
G+] G+3 U+3 U•3
G•3 CNS cM2 G•2
G•2 G+3
G•3 G+2
G+3 G+3
G.2 G+3
Jam
+o
e a e
1D
e B
e
tD
e
e
e
tB
e
e
e
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T•9 »e r•e
ne
I" ne
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ne
ue
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ne
m,
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G•] eMJ G•3 G•]
G+1
fMz
G+2 PM2
CM3 GNa
G@
CM2
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10
10
e e e
10 a a
e
to
e
0
e
1D
e
B
e
Ww4
T.e
T.e >.a vB
»e T+e I r+e
re
].e
I »e
as
ne
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ae
r•e
T.e
EXAMPLE ON SHEET 9
ren e
l Mt rOLLuwlNb s
hArdock
ate a nb nwbxu
P-hook
n rw ar..a•. o�
Lockstile @ Jamb
w=.., ..,. , ��..--
SVaighl PSVag.1
Assembly
..�--..__... _...
mUes[ile@
Straight Astragal
__ . _.... Astragal
90'Asiragal
Assembly
-
Lackitile@
90'Astmgal
135'Asfragal
Assembly
Lockstile@
135'Asllagal
HeavyAnty5tiles
Heavy-0uty5tile
Heav duly Stile
Heavy -duly Stile
Standard Astragal
Hemduly Stile
I HeawAdy StOe
Outside
I Heavy-duty Stile
Outside
Comer
rne
Corner
Heavy -duly Stile
Inside
Outside
Heald-duly5tile
Inside
Corner
Part #61(x2
Part#61
Part#61
Part #61 (Stile)
Part #67 (Astragal)
part#61
Part 1111(Comer
peceiver)
Part 9119 (Out)
Part 9I20 (In.)
an
parts #31(&tp32
(Corn. & Fxd Mount)
pan "I
NOTES:
1) POSITVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE a SILL.
2) WHEN USING THE 2-12' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114' SILL, POSITIVE WATER OP IS 60.0 PSF MAX
�-
WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A
OR LENGTH
3) 4-,3-1/4- AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOTAND MUST ONLY BE USED
RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS L2
WHERE WATER
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR i
0I OR RATIO 2 1
WATER INFILTRATION. p
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
O
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OR RATIO= OH LENGTH 1
OH HEIGHT
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
SEE NOTE 3
1010rz non DPANDANCNORAGE
I9001eDrwD
SERIES 670 ALUM. SGI) NON -IMPACT
a.,..>< mer. aFAuntneage
JR 0401'17 C REYIS£DrAB1EZ meMweoaa a�u.r r
°�
a
Bme, �® sGomD NTS 7 122
PIS
R W2M14
Sill Height to Max. (+) DP
(Water Infiltration Rang)
Sin Reer Height
I-)Diungn
(Flat or Bm, see
Pressure, psf
Sheet 17)
Flush-1-1/2
see rwle3
loa-2-1/2
.46.67
Medilm-bIw
+60.0
High-4'
-90.0
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT- 10.125'
PANEL HEIGHT=
DOOR UNIT HEIGHT- 1.866"
19t0DUCf RYVRJ
u o+Ms+B•a tee /fedh
R.wJCBB.
Aaeq.ea HB�'D7
e.91•.w lrte e.tn 1'J�.2.p
6
AttuJ P�eaacrrd�
* No. 58705
.,,run,•
A. LYNi MILLER P.E.
PLIM705
_ TAR[ F 3A'
^Y Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer awaspil a alhsage on 9P or 135' comer units. sae mis 11
Teble eppliea to e0 Glass types mMOr
de, hStilelAstmgel types shown
below.etedby Tallo maybe
0mitetl by Tede M.
Door UNl
Hel9ht
69-]!e' DUO
1W MO
T/B' 0
Ilt]/8' DLO
BSTIB' OLO
Arahor TYPe
Anchor Type
Anchor Type
Mdlor y,
A B C D
A B C D
A B C 0
A B C I D
Das'o P..
-
-
• -
+ - .
V'
HeaNSN
UH+U+1 U+1 U+1
UN+U+1 U+1 U+1
U+1 UN GH U+19..2.2
+I UN UNDLO
2r
Jamb
10
8 B
8
f0
e 8 B
10
8
B
68
B
BP4iook
]+8
]+8 T+B
]+8
T+8
]+8 ]+8 T+8
]+8
T+B
T+8
T+8+8
T+8
T+8Daagn
Pmeswe
+900/-/59.5
+90.0/-IMJ
+w..0/-13a20.0/-f2BW
M,
Hea8I5111
C6+2 1 1 C5+2
tS+2 C8+2 1 5 2 C5+2
C612 W+2 C5+1
U+16+1
C5+1 C5+1DLO
.hmb
14
12 e
8
14
12 8
B
1{
12
B
e12
8 8P4nok
9110
9+109+io8+10
9+10
9+10 9+10
9+10
9+10
9N0
9+10
9+10+10
9+10 9+10Ooako
pussme
+90.01-139.4
+90.0/-f�aB
+900/-1200.0/-110.8�,HeaNSat
C6+2 C6+2 1 C5+2
C6+2 C8+2 M+2 1
M-2 C6+2 C5+2
6+2 CS+2 C5+2DLO
.hob
14
12 - 8 8
it
12 e 8
14
12 8 812
B
8P-hook
9+109+10
8+10 9+10
B+10
8+10 8+10 f1+10+10
8+10
9+10Resaue
- ape.0/-1285Me/-11260.0/9aTdZ
35-
tleedl9i9
C6+2 LB+2 C5+2 C5+2
U+Z I C512 C5+2
C6+2 C6+Z U 2 CS+ZG5+2
U+2
DLO
Jamb
14
1 12 1 a
1 B
14
12
a
a
R
12
a
B
14
12 8
B
Pdoch
9+10
9+10 1110
9+10
111
9+10
9+10
8+10
9+10
9+10
9+10
9+L0
9+10
9+10 9+10
B•ID
Despn Pma.
+W..0/-115.7
+9110/408
+800/-Ba2
41-
HBad/SIII
C6+3
1TY3
R+3
C5+3
CG+3
C8+3
C5+2
M+2
C8+2
U+2
C'x2
C6*2
I
C6+2
I
C5+2
d8'
DLO
Jamb
it
1 12
1 B
1 B
14
12
8
8
14
12
8
0
TL
12
0
8
P4mk
I
"10
9+10
9110
8+10
"In
9+10
9+10
9110
9+10
B+tO
W10
9+10
9+10
9.10
111
Oesgn Pmasue
+0/-83
+1T.2/->].2
+69.8/-69.8
+626/426
4T'
Head/Bill
04+3
1
C4+2
G1+2
N.21U+21
1
U+2
Us2
U+2
U+2
U+2
1
G+2
U+2
U+2
DLO
Jamb
10
B
e
B
10
1 8
I e
I 8
10
B
8
8
10
1 8
a
8
P-Look
7+8
1 7+8
1 T+B
I T+8
]+BT
T+B
AB
]+0
T+e
T+8
]+B
T+e
7+8
7+0
7+8
T+8
U' Puaave
•T9.2/-79.2
+73.3/-733
+66/a6
+SB/38
53'
HeaN501
U+3
U+9 C4+3 U+3
U+3
CH3
U+3
U+3
U+2
G+2
U+2
C4+2
CM2
U+2
Uf2
U+2
�-
DLO
Jamb
to
8 e 8
10
8
8
8
10
B
B
e
10
e
8
8
PJoak
T+e
7+8 T+e A8
7+8
]+B
F.
]+B
]+e
7+0
T+e
]+8
T+B
7+8
N8
7+8
FOH EXAMYIt UN u5lrvli IAI JCe encC 1 1.
DLO WIDTH= NOM. PANEL WIDTH -T'
DLO HEIGHT = DOOR UNIT HEIGHT-10.125-
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866-
Sill Height to Max. (+) DP
(Water ln6nration Rating)
Sill Riser Heghl
(+) Design
(Flat m Box, see
Pressure, psi
Sisal 1])
Flush -l-1/T
see note
W -2-12
-0.67
Metl7m-31/4'
+60.0
High-4'
+90.0
SEE NOTES 1-3
OH LENGTH
OR RATIO 21
OR RATIO = OH LENGTH
OR HEIGHT
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-1/2- SILL, POSITIVE WATER DP IS t6.67 PEP MAX. WHEN
USING THE 3-1/4' SILL, POSITIVE WATER OF IS 60.0 PSF MAX. WHEN USING THE 4'
SILL, POSITIVE WATER DP IS 90.0 PS MAX (NEGATIVE PRESSURES UNCHANGED).
SEE TABLE 3A.
3) 4', 3-1/4-AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER
RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT
DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND
EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
ran e
1 +1C YVLLVVVIIVV MILL-b
nJlnnVnl
I rrGV �rv`i�ur .i.s�v•
v.� .rv��...
Straight Astragal
.-��.....—
Lockstile@
�........ _.. _.__._
90'Astragal
__ _ _ _ _. __.
locksitle@
_
135*Muriel
Lockstile@
Interlock
P-hook
lockstile@Jamb
Asremhly
Straight Astagal
Assembly
go-muagal
Asumbly,
13Y Astragal
HeavyduryStiles
Heavydury Sllle
Heald -duty Stile
Heavy-duty Stile
Heavydury, Stile
Heavy-duty5tile
Heavy-dury5tile
Heavy-duty Stile
Heavy-dutyStile
Heavy -dory Ast2gal
Ou[slde forrer„
t,T`14a--rd�,IJII.
oussltle
Corner
Inside
Corner
\SI
'�1�--��J
—a) I
Insitle �]�
Comer
Outside
Inside Co
Corner
Partg6l(x2(
Part B61
Part B61
Pan #61(Stile)
Part B68(AStragal)
Part B62
Part 961(Stile)
Part0118(Comer
Part N119(Out)
Part0120(In.)
pan #61(Stile)
Parts B32&832
Part B61
Receiver)
(Corn. & Fxd Mount)
TASIX
SOoem I NTS 1 8 • 22 1 PGTO128
F accrutY
.. wlHs+aew+a IMeIsNx
tn:Na4 Cab
A:•rlquen na I%'�J1{T�•O')
gxPtmM4 Me u�nl ?a7o
* No. M705
NO FRAME '8+9'P-HOOK ANCHORAGE CONSISTS OF: SEE'C5'CLUSTER
SEE V JAMB (8) P-HOOK ANCHORS, SEE'CS• CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10
SPLICE ". REQUIRED@ (PERPENDICULAR TO GLASS SEE'C5'CLUSTER DETAILS, FORASTRAGAL
EXTERIOR PLANE) SEE TABLE 2, SHEET 7 DETAILS, SHEET 10 FOR REQUIRES "C6' SHEET 10 FOR INTERLOCK
NOTE, INTERLOCK 24MAX.IO.C.
THIS POCKETS AND \ 42'NOM. CLUSTER, SEE x 1 DETAILS SHEET 11
SHEET
SEE POCKET (9)P-HOOK r---___
x
PANEL WIDTH
'
_
JAMB MOUNTING 1
x
x x
x
INSTALLATION, ADAPTER 6•MAX.
•
x
n
x
THIS SHEET ANCHORS MIDWAY
• BSHEET I4 BETWEEN P-HOOK
i-3•MAX,
10
ANCHOR58AT 3' I
i¢
o'
x=FRAME
FROM TOP& 14-
BOTTOM MAX., O.0
LAX
1
ANCHORS
96°
UNIT
i
14'MAX.O.C.0
4.051'
TO OPENING �y'oR I
0e=P-HOOK
HEIGH
EDGE OF POCKET SEE ¢ n ®�
lol
ANCHORS
INSTALLATION i�a
70
DETAILS •Jc' &'Ki,
m
o= p{HOOK
A END PANEL SHEET 148 PART i� ®
ij
'X
MOUNTING
It
ANCHORAGE DETAILS'J' &'K,
j
o,I 3•MAX.
ADAPTER
24' MAX.
(2 ANCHORS) SHEET 19 FO.
yr
IoL�
ANCHORS
O.C.
P-HOOK 6_WX
-
x
x
_ +2. ANCHORS
x x
;<
ANCHORAGE END PANEL
xxx
x
x x
x x x'
ANCHORAGE%x2•
(SEE SKETCH BELOW)
�.�2'
�•'2-x
x �y2-
LCENTERLWE 6'MAX•TYP.
gNCHORAGE
ANCHORAGE
ANCHORAGE
ANCHORAGE
OF PANEL)
2.04'
EXAMPLE: 5-PANEL 2 TRACK 90° OUTSIDE CORNER-yXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
24' MAX
42' x 96' NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
O.C.
ANCHORAGE EXAMPLE NOTES
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
'f—
2)ANCHOR LOCATION SPACING FOR ANCHOR
T
QUANTITIES SPECIFIED IN TABLES 1.9, SHEETS 6-8:
I CENTERLINE OF
O
•
I INTERLOCK HEAD & SILL: W MAX. FROM FRAME CORNERS. USE
PANEL
SEE'CS'CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
WIDTH
DETAILS, SHEET 10 SHEETS 6-B AT EACH INTERLOCK AND STRAIGHT
FORINTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
'X2'ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"
O C MAXIMUM
L
21"
MAX.
O.C.
L-
3.5• 6'MAX
—
CENTERLINE JAMBS & P-HOOKS: 6' MAX. FROM BOTTOM, 21' MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX ANCHOR } 2 TRACK
OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE FRAMEJAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
v2'ANCHORAGE
REQUIRES SEE'05' CLUSTER END PANEL
CENTERLINE CENTERLINE
`I "C6' CLUSTER, SEE DETAILS, SHEET 10 I.— ANCHORAGE
DETAILS, SHEET II INTERLOCK FORASTRAGAL OF
(2 ANCHORS) MAX.I-�—
• 4.051' 3.5' I� A
a TT1I - 1
EXTERIOCENTERLINE q2"ANCHORAGE CENTERLINE yp•gNCHORAGE �OF PANEL 5E
�OF PANEL 3 OFPANEL 4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
1oroiEC19HMOGrOAIVE °��°i
N U6YILf R.3HTl6 ANCHORAGE SPACING A EXAMPLE PLANS
rero 4 ,am
n - w•w.. CeRr. aPAunr.4zsm SERIES 670ALUM. SGD -NQN-IMPACT
JR 0611YIT C UPUATEU EXANPfETO NEWANCHOFOUAMIIY
JR 02l20/14 ev
10°G ® sGu4Lo NTS a +22 0=.. IGT0128
6• MAX.
x x� 4 PAIRS OF
ANCHORS
(TOTAL 8
21'MAX ANCHORS)
O.C. PER JAMB
x x---f (SEE JAMB
DETAIL
BELOW)
M✓ 1{ END PANEL
8'MAX. J� ANCHORAGE (SEE
-._ SKETCH BELOW)
SPLICE NOTE:
NONSTRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
HNlooucrHo:NISBD
v MrHJ1YXM LLe Ruidr
HwWiwceb
A«eP4.n n.t� u.�n.e5
6a•hW ONX�Tn�
6drP enC
No. 68705 -'
ALIEN``
X LYNN MRIER P.E.
RE.X Am
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE
INTERLOCK^']{...IF NEEDED INTERLOCKyj CONDITION, USE
CENTERLINE I CENTERLINE -C6' CLUSTER DETAIL)
1.75-
4" IAG.
zob• 2.04'
I
EXTERIOR 35' EXTERIOR 4' DIAG. E%IJEIR,IOF
v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED.'C4-) ANCHORS ARE REQUIRED.-05-)
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK4�I1` NEEDED INTERLOCK'-j CONDITION. USE
CENTERLINE I CENTERLINE 1'C6' CLUSTER DETAIL)
3.5' 3.5'
2.04-
4.08' 4.08'
EMEFIRIOR 7. EXT,1EMOR 7• ExT RIQ
v XTRACK FRAME HEAD/SILL v 8-TRACK FRAME HEAD/SILL �1
ASTRAGAL OR INTERLOCK INTERLOCK (ASTRAGALORINTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,-C4•) ANCHORS ARE REQUIRED,'C5-)
ASTRAGAL OR I.�SPLICE LOCATION
INTERLOCK' —I IF NEEDED
CENTERLINE I
4-TRACK FRAME HEADISILL
I@ ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, -C4')
ASTRAGAL OR II (FOR SPLICE
INTERLOCK ^I CONDITION. USE
CENTERLINE i •C6• CLUSTER DETAIL)
4-TRACK FRAME HEAD/SILL
R, ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED. -G5•)
f•'T��2-L]
ASTRAGAL OR 1�.SPLICE LOCATION
INTERLOCK'-1 IF NEEDED 2.04-
21'
MAX.
O.C.
4' F
LL
2-TRACK FRAME HEAD/SILL 6"MAX
(a) ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED.'CG�
ASTRAGALOR SPLICELOCATION
INTERLOCK-1— IF NEEDED
4CENTERLINE
7'
DV G.
, k
--+1 3.5' 1-
3-TRACK FRAME HEADISILL
fcD ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED.'C6-)
ASTRAGAL OR (FOR SPLICE
INTERLOCK' CONDITION, DO NOT
ronrmol INC USE THIS DETAIL)
4-
2.04"
21"
MAX
O.C.
2-TRACK J—
FRAMEJAMB 6'MAX
ANCHOR PAIR T
I 4-TRACK
6'DIAG. FRAMEJAMB
EMRIOR ANCHOR PAIR
ANCHORS MAY BE INSTALLED
- EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
6' MAX I II I j
�CK FRAME JAMB
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
VF NEEDED
—I 3.S 1--
-.-1 3.5- 1— - _._
4-TRACK FRAME HEAD/SILL
(a) ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6')
WITH 8 WITHOUT SPLICE CONDITION
I SERIES 670ALUM. SGD-NON-IMPACT I
ss m I NTS 1 10 • 22 I PGTO128
DIAG.
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P4100K SEE SHEET 9.
1ROOUCfpE1'�
e.wn�•btlribAb
Arceplu.X Na t7ro47".O')
E.q.�.N. 0.1e2P
*. N.. 58705
IETI
'.,��I NALIITITnn
X. LYNN YLL1ER P.E.
PJ L SBIW
2.04' a-oe7"
INTERIOR 2.04' INTERIOR 2.04' NOTES:
1. ALL DIMENSIONS SHOWN
INTERIOR T ARE BASED ON MINIMUM
?4-DIAG.G. 8.94' ALLOWED.
6.12' 3.5' 3.5' 2. DETAILS DEPICT ANCHOR
INTERIOR INTEIWERIO INTERIOR QUANTITY AND SPACING,
90 3. • 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL
R 4'DIAG. 4'OIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
'a1-ANCHOR
3.5' q• 3.5' 4'2.04' EXTEwo0. 2.04'2.04' EXTEROR 4' 2.04' 7'EX8.94'
90°CORNER 90'CORNER 135°CORNER 135°CORNER I CENTERLINE
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL OFPAMEL
(USE WHERE 4 CLUSTER (USE WHERE 6OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5OR 6 CLUSTER
ANCHORS ARE REQUIRED,'G4• ANCHORS ARE REQUIRED,•CW) ANCHORS ARE REQUIRED,') ANCHORS ARE REQUIRED.'CG') °a2•ANCHOR
4.08'
ago
EXTERIOR INTEft10R 2 Oq•
4.08' •at'ANCHOR
7.41. 3.5' CENTERLINE
.
INTERIOR3.5' IrvrewoR CENTERLINE
T 135° OF PANEL
NTERIOR
.3 35. 'a3'ANCHOR
4.08• 4.0a r
5.3]' AG. 5.3] G.
CEMERL/NE 2.06
OF PANEL
E%TERIIXt 3.S 4' 3.5' 4' 4 ON 3's 4'DIAG.
EXTEwoR T INTERIOR •aY ANCHOR T
T F%IERIOfl ALL CENTERL/NE OF PANEL
90°CORNER 135'CDRNER n VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL
(°C6' ANCHOR CLUSTER REQUIRED ('C67 ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DV1G. mOvcroEvxw
�Ror0M.4n0'i .
INTERIOR 6.12' INTERIOR 2.04• Nu 'Ctl.
Aw —Ne I2�g7k I
2.04'*E�RIOR4-
3.SERIOR CENTERLINE
MERIOF PANELNTERIOR gg 3.5.04''a3^ANCHOR
°• 4.08'G. 8.12'2.04' 3.5' 4- 4'DIAG.3.5'EXTEwoR 7' CENTERLINE
I� UGENSF •.. ((�i
90°CORNER 135°CORNER 2.�' OF PANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL = # ; NO, 58705 -
('CB' ANCHOR CLUSTER REQUIRED ('CB- ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT Z
AT ALL 4-TRACK CORNERS) ATALL 4-TRACK CORNERS) (3-TRACK SIMILAR) =AO1¢I •.�`
�.
1O1i N4.77s ANCHORAGE, EXAMPLE CLUSTERS
.....a04 NO CERI. a�4un4rmw SERIES 670ALUM.SGD-NON-IMPACT .It ' 10 �
JR 7 C GESMISS .. s„ru� we u. - t c o A. LYRR.E
,IR oara¢na -- srae7G NTS 11 -71 PGT0128 C REa PEAM 59Tb5
INSTALLATION DETAILS
EDGE DISTANCE: 11
SEE TABLE A, SHEET 1
EXTERIOR 2-,/16"
yr MAX.
'( 0 1 SHIM EXTERIOR
PMRFDMFNT- I
SEE TABLE A, J I Lj
SHEET 1
2X WOOD
TYP.,SEEANCHOR
NOTE 3, SHEET,
2-TRA
(s WOO
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET I
SEE ANCHOR
NOTE 5, SHEET
10;/ , MAX.) „
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A. SHEET I
MIN. OF 3THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE:
THE METAL SUBSTRATE
SEE TABLE A, SHEET I
SEE TABLE A. SHEET 1
2-1116"
— 2-1116"
NOTES:
1. ALL DIMENSIONS
--r r MAX
MAX. SHOWN ARE BASED
0 1 SHIM
EXT� R
SHIM ON MIN. ALLOWED,
T
t
T 2. METAL OR WOOD
r SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A
WOOD ANCHOR TYP., 2X WOOD WDDANCMORTYP., METAL TYP., SEE EMS ANCHOR TYP., SHEET I.
SEEANCHORNOTES TYP-SEEANCHOR SEE ANCHOR NOTES TABLE A B ANCHOR SEE ANCHOR NOTES
& TABLE A SHEET I NOTE 3, SHEET 1 & TABLE A SHEET I NOTE 4, SHEET 1 & TABLE A, SHEET 1
CK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD -DIAGONAL &SIL
D INSTALLATION V WOOD INSTALLATION (5 METAL INSTALLATION MIN 4-(HEAD 8 SILL)
OR 6' (JAMB) SEE
2X WOOD WOOD ANCHOR TYP., 2X WOOD EMS ANCHOR TYP., METAL TYP., SEE DETAILS, SHEETS 10 & 11.
TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TAB &ANCHOR
NOTE 3, SHEET 1 SEE &TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE,S SHEET 1
ANCHOR ANCHOR MIN, OF 3 THREADS BEYOND
NOTE 5, NOTE 5, THE METAL SUBSTRATE
1 SHEETI 1 SHEETI
(1/4' MAX) (1/4' MAX.)
EXT(E�gjpq I EXTERIOR EXIERIOR�
2-1N6-- 2-1116-- �2-1/16"
EDGE DISTANCE EDGE DISTANCE:
SEE TABLE A. SHEET 1 SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A SHEETI
2-TRACK FME SILL 3-TRACK SILL
WOOD INSTALLATION @ W 00 D (INSTALLATION (@METAL IINSTA-LAME SILL 4-TRACK ETION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A. SHEET I
2X WOOD
TYP., SEE ANCHOR —
NOTE 3, SHEET 1 IF
EDGE DISTANCE: 2X WOOD
SEETABLEA, TYP SEE ANCHOR
SHEETI NOTE 3, SHEETI
22-1/
& TABLE A, SHEET 1: j III/jQ]II�
EXTE ERICR--�L'JI'1�1��1�1�1�%�II��II�I�
1/4- MAX. SHIM --I �
2-TRACK FRAME JAMB
WOOD INSTALLATION
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET i
EXTTE1RIOR
V 114-MAX.SHIM
EMBEDMENT: SEE
TABLE A, SHEET 1 'I
r 2-1/16--
I
If
HVFMfF,il9 5
(91I)Iffil�
m+r. rrxlrtx mrm
EDGE DISTANCE:
SEE TABLE A.
SHEET 1
EDGE DISTANCE:
SEE TABLE A.
METAL TIP., SEE SHEETI
TABLE A &ANCHOR
NOTE 4, SHEET 1 1
EMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
U THREADS
EXTERIOR BEYOND THE
n METAL
V SUBSTRATE
1/4" MAX. SHIM I�
4TRACK FRAM.JAMB
M METAL INSTALLATION
ERIES 670ALUM. SGD - NON -IMPACT
o aro
scucro NTS 12 • 22 PGTDIIB
EMBEDMENT: SEE
TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET I
rBOOUOr REV®
b..x M �Nn ue r1+14
ego .nw i%V J,I.G9
Ey4r1,�
u�.+ulm crm
"%,III( I"",
A"!.�INV*
D1 TIE$. �:. rpm:
'.R20RIOP,
7ONAL 0,1 �
"11111110 11
0. MN MILLER RE.
PFJ 8165
INSTALLATION
DETAILS
EMBEDMENT: SEE TABLE A. SHEET I
EMBEDMENT: SEE TABLE A, SHEET
EDGE DISTANCE
EDGE DISTANCE:
CONCRETE
EDGE DISTANCE: SEE
CONCRETE
_
SEE TABLE A SHEET 1
CONCRETE
SEE TABLE A, SHEET 1
PER TABLE
TABLE A SHEET I
2-1l1fi^ PER TABLE
2-1/16"
PER TABLE
2-1fl6"
A. SHEET
A. SHEETI
A, SHEETI
EXTER10R `
a T �( R
IBEDMENT J L 1/4' E EMOR •.• 1/M E%TERIOR
E TABLE A (�1
SHEET SHIM a SHIM `r
PROPERLYSECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET I TABLEA, SHEET I
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD
CONCRETE INSTALLATION S CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED TX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX
SEE ANCHOR NOTES B WOOD BUCK TYP., SEE SEE ANCHOR NOTES B WOOD BUCK TYP., SEE
TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 TA(BBLLE9 A. SHEET 1 ANCHOR NOTE 3, SHEET 1
v EE ANCHOR Ln/ ^�, I I SEE ANOTES.— CHORW Ip I SEE ANCHOR
NOTE 5.
1 (14' MAX.) u SHEET 1
1} _ 1 (1/4- MAX.)Ill 6'
-
EFIERIOR I E%IERIOR J
2-1116'
EDGE DISTANCE: CONCRETE EDGE DISTANCE:
SEE TABLE A, SHEET I PER TABLE SEE TABLE A, SHEETI
EMBEDMENT: SEE TABLEA SHEET A.SHEETI EMBEDMENT: SEE TABLE A. SHEETI
2-TRACK FRAME SILL 3-TRACK FRAME SILL
CONCRETE INSTALLATION 6 CONCRETE INSTALLATION
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
1/4'
• DIAGONAL O.C. IS
MIN 4' (HEAD & SILL)
SHIM
OR 6-(JAMB) SEE
DETAILS, SHEETS
10 & 11.
PROPERLY SECURED IX / CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE L SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1
4-TRACK FRAME HEAD
Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE ANCHOR NOTES& 7 WOOD BUCK TYP., SEE
TABLEA, SHEET 1 / ANCHOR NOTE 3, SHEET 1
(1/4-MAX.)
E%iEWOR
�2- /16"*
LLNU: IG EDGE DISTANCE I�_
PER TABLE SEE TABLE A, SHEET
A. SHEET EMBEDMENT: SEE TABLE A, SHEET
®4-TRACK FRAME SILL
Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET
EMBEDMENT: SEE
TABLE A. SHEET i --I
:-
EDGE DI STANCE:
PROPERLY SECURED
EMBEDMENT: SEE
JI.
CONGJCMU ANCHOR
'
SEE TABLEA
IX WOOD BUD( TYP.,_
TABLE A. SHEET 1
TYP., SEE ANCHOR
SHEET 1
SEE ANCHOR NOTE 3,
PROPERLYSECURED .'
EDGE DISTANCE:
NOTES & TABLE A.
SHEET 1
t
1X WOOD BUCK TYP.,
SEE TABLE A,
SHEET
2-11
SEE ANCHOR NOTE 3,
SHEET
CNCJCMU ANCHOR
SHEET 1
T1P.. SEE ANCHOR
2-V16"
PROPERLY SECURED
NOTESBTABLE A,
CONCJCMU ANCHOR'-
1X WOOD BUCK TYP.,
SHEET 1
SEE ANCHOR NOTE 3,
CONCRETE
NOTS&TABLEE
P,
NOTE58 TABLEA / '-
SHEETI
OR CMU
SHEETI ,_
CONCRETE
E% ENOR E
E%TERIOR -.
OR CMU
EXTERIOR
A.PERTABLE
A, SHEET 7
SHEET
TT11
V 1/4' MAX SHIM
PER TABLE
TT''II.
V 1/4' MAX. SHIM +I
I---
A, SHEETI
7/4' MAX. SHIM
JAMB
FRAMETNCRETE/CMU
CK
FRAME JAMB
4-Ti
CONCRETFJCMU INS
CO2-TACK
INSTALLATION
COI
N YFNt£RWR,
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scoe]o NTS 13 > 22
CONCRETE
PER TABLE
A. SHEET
ftowr REYRpp
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EDGE DISTANCE:
E
SEE TABLE A,
SHEET i
�
0.1—I` a-i w- .
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;MU INSTALLATION
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A. LYNN M41ER RE,
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INSTALLATION DETAILS
FRAME JAMB
REOUIREDATALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A. SHEET P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
0 o SEE ANCHOR NOTES
EMBEDMENT: & TABLE A, SHEET I
SEE TABLE A, 28 (ALSO SEE TYP.
SHEET;, I ILLUSTRATION, SHEET 9)
L —=DISTANCE: SEE
TABLE A. SHEET EMBEDMENT
SEE TABLE A
26 Y4 EK MOR SHEET1
PHOOK WOOD ANCHOR TYP.. lu P-HOOK
SEE ANCHOR NOTES CONCRETE OR
& TABLE A. SHEET 1 CMU PER TABLE
(ALSO SEE TYP. 2.693' MIN. A. SHEET 1
ILLUSTRATION. SHEET 9) EDGE DISTANCE
SP-HOOK FOR USE WITH FLAT SILL RISERS
Jw• PARTS 018, #20. #22 OR #24,
WOOD INSTALLATION EXTERIOR MOU .SHOWN
(SEE TABLES 1A. 2A& 3A MAY ALSO BE INSTALLED IN
FORWATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEEANCHOR EMBEDMENT: SEE
NOTE 4, SHEET 1; TABLE A. SHEET 1
M,
N. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE
EMBEDMENT:
SEE TABLE A.
SHEET 1
EDGE
��sIIfI`
CONCJCMU
ANCHOR T
ANCHOR TYP.. SEE
ANCHOR NOTES &
1 TABLE A. SHEET i
1-1/4' MIN. EDGE DISTANCE
EnEROR
ID
28 IP-HOOK MOUNTING
ADAPTER CONCJCMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
EMBE IMENT:SEE
A. SHEET
^�
TABLE A. SHEET
(ALSO SEE TYP.
ILLUSTRATION. SHEET 9)
FOR USE WITH FLAT SILL RISERS
VPP-HOOK
ARTS #18, #20, #22 OR #24,
CONCRETE/CMU INSTALLATION
INTERIOR MOUNT SHOWN,
(SEE TABLES 10. 2A & 3A
IV ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
NOTES:
1. ALL OIMENS IONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A. SHEET 1 FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TARES 13,
SHEETS 68 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
P-HOOK MOUNTING
P-HOOK MOUNTING
CONCRETE OR EMBEDMENT: SEE
ADAPTER CONCJCMU
ADAPTER SMS
CMU PER TABLE TABLE A, SHEET 1
ANCHOR TYP., SEE
ANCHOR TYP., SEE
p. SHEET i
ANCHOR NOTES & TABLE
ANCHOR NOTES
A. SHEET 1
&TABLE A. SHEET
EMBEDMENT:
♦�:-
(ALSO SEE TYP.
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
RMBUCf �EvICfL
ILLUSTRATION,
SEE TABLE A,
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SHEET9)
SHEETI
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DISTANCE: SEE
r
FSH�+W�Wte 41n y�
A, SHEET 1
-
1-1/4' MIN. EDGE DISTANCE
P-HOOKSMSANCHORTW.. /
SEE ANCHOR NOTES J
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FI
P-HOOKCONCJCMU /
ANCHOR TYP., SEE J
E RIOR
lu
8 TABLE A, SHEET 1
V
ANCHOR NOTES 8 TABLE
(ALSO SEETYP.
2.693' MIN.
A, SHEET 1
2.fi93' MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYR
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
® P-HOOK FOR USE WITH BOX SILL RISERS
Ka PARTS #19, #21, #23 OR #Y5,
PARTS #19. #21, #23 OR #26,
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A 83A MOUNT
(SEE TABLES 1A 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
FOR WATER RATINGS) ONLY
Mc ws
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CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'AW &'Ac',
SHEETS 12 & 13
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'DW & De, SHEETS 12 & 13
MAX. UNIT __
WIDTH
MAX
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WIDTH
NOM. PANEL WIDTH
TYP. PER TABLES 1.T
E%TERpR
90°
PANEL PANEL
FPANEL TYPE TYPE PANEL CORNER DETAIL N2',
'A' 'OS' 'AS' TYPE SHEET 19 8 CORNER
•A• •K ANCHORAGE SHEET H
NOM. MAX EI UNIT
M' PANEL / / MAX. HEIGHT INTERLOCK DETAIL
PANEL % WIDTHTYP. DLO PER 'M', SHEET I9
HEIGHT SEE PER HEIGHT TABLES MEMOR jl i RIDR
NOTE2 TABLESI.9 iJ
I
�JAMB DETAIL'G3', SHEET
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X X 'GUY &'Gc', SHEETS 12 & 13
SO°
EXAMPLE: 90" INSIDE CORNER, 4 PANELS - XX/XX
#10 X 1-12'
PH SMS
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE OP/ANCHOR TABLES, SHEETS 8A FOR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL.
3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
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SHEET 18; INSTALLATION
DETAILS'GV &'GC.
SHEETS 12 & 13
'M', SHEET 19 OPERABLE JAMB DETAIL'GT. SHEET 18;
'-r-INSTALLATION DETAILS'GW &'Ge. SHEETS 12 & 13
ASTRAGALIL'A', SHEET HEADER DETAIL'W, SHEET 18;
OETAILS'L7' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW &'Ac,
L2, SHEET 19 'AV/&'AC', SHEETS 12 8 77 -SHEETS 12 & 13
90° ,
L
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MAX. UNIT WIDTH MAX. UNIT WIDTH,—
SEE FRAME 8
PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET IS 2-TRACK 'Dw&'DC. SHEETS I2& 13 EXAMPLE: 90*OUTSIDE CORNER -XX/XX(2-TRACK)
JAMB DETAIL'))', SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL TA', SHEET 19 INSTALLATION DETAILS'NO&
L2, SHEET 19� .1 INTERLOCK DETAIL V. SHEET 19 'Ic. SHEETS 12 & 13
1 • , - �, HEADER DETAIL 'C'. SHEET
HEADER DETAIL 18; INSTALLATION DETAILS
'B', SHEET 18;
JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' 8 TA SHEET �Ox' 8'Cc', SHEETS 12 8 13
78; INSTALLATION DETAILS t9; INSTALLATION DETAILS'Jw', INSTALLATION JAMB OETAIL'1Y, SHEET 18; INSTALLATION
-Hw' &'He, SHEETS 12 & 13' 'Jc','KW &'Ke, SHEET 14 DETAILSSHEETS 1 & 13 DETAILS'Iw' 8'Ic', SHEETS
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EXAMPLE:OXXXp
SILL DETAIL'E',SHEET I8;-
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INSTALLATION DETAILS
'EW &'Ee. SHEETS 12 & 13
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'FW & Te, SHEETS 12 & 13
Sc I NTS 1 16 > 22 1 POT0128
JAMB DETAIL'GY, SHEET
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'GW 8'Gc', SHEETS 12 & 13
' 'M', SHEET 19
90° OUTSIDE CORNER
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ASSEMBLY DETAILS
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6"LONG CLIP#105
105 Q W/RETAINER#106
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ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR bt 113 118
26 28
30
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113
72 21
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APPLICABLE, SEE TABLES
(BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED
", SHEETS 6-8 FOR DP
TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR(BOX4N)
(PSF) ASSOCIATED WITH
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Description
1
173M
517308
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2
17303
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2-TMMHENDWITHSCREENRAR
3
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817309
3-TRACK HEAD
4
17312
61M12
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5
17014
61T314
FRAME SCREW COVER
6
17317
617317
FRAME IEAD'AMB BOREEN AODON
7
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BIT304
2-TPACK SILL
9
17301
SI7301
2-TRACK SILL WTIH SCREEN ML
B
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STACK SILL
10
17310
617310
&TUCK SILL
11
17313
017313
FRAME SILL TMCK WSERT
12
17315
SIMS
FRAME SILL SCREEN ADDON (SEE NOTE 3)
f9
17316
817318
FE SEND ADDON(aEE NOTE 3)
OREEN
SLLMB
14
1]305
617M)5
2-1RARAMCK.N
15
17302
617302
2-MM AMD WITH SCREEN RAIL
16
173U
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17
17311
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18
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SLL RISER -FIAT, FLUSH, 1-1R'
10
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SILL RISER -BOK FLUSH, 1-167
20
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SIMI
SILL RISER - FLAT, LOW, 2-1?
21
17318
617318
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v
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SILL RISER -FLAT. MEDIUM. S-11P
23
1734
617354
SILL RISER. BOX MEDIA, NIP
24
1TM3
617323
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25
1T3A
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SILL RISER -BOX HIGH, 4'
26
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617333
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27
TIT
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28
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31
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617316
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32
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617378
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ITEMS 46G1 ARE SCREEN PARTS:
40
1 Q19
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ISCREEN SIDE FAIL -LOMSTIE
41
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SCREEN LOCRSET
42
41818
SCREEN KEEPER SPACER SET
43
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W152
SCNEENINIERLOCKADAPTER
b
4420
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SCREEN DOUBLE INTERLOCK
45
4317
m=56
SCREEN TOP PAIL
60
4318
612257
SCREEN BOTTOM RAIL
47
am
MRAZ
STANDARD ROLLER
40
am
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SCREEN ASTRAGAL
50
17349
617MO
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51
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61692
SCREEN SPLNE-.16Y
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616"
SCREEN SPU4E..150'
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Description
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G
I=
6TP248
VINYL BULB WSTP.- MIN (INSIDE INTERLOCK)
6t
Tin
717"
SILL END WIl11HEP51RIP PAD
%
17MB
517328
TREK= SCREW COVER
S7
17M9
617329
ASTRAGAL
6B
1]339
617M
HFAW DUTY ASTRAWL
S9
17324
617324
TOP 8 BOTTOM RAL
70
17350
41n%
WEATERSIRP EXTENSION INJECTION MOLDED)
71
15%
7160
1-112' X V X YP HIGH FIN SEAL DUST PLUGS
n
B1W
78153X
TANDEM ST. SM ROLLER ASSY.
73
SIM
78153N
TANDEM NYLON ROLLERASSY.
74
SLKONE
DOW4198, DOAIOR M-7700
7S
Bt%
78185X
GEMINI MORTOE&PLY DUAL LOCKWILONG TRIM PLATE
76
71D32XWF
01D32% 1' FL SS SGREWWI TYPE -F-TIP
IT
TIMM
110,32 STEELMICUNIfT
78
VMS
617358
W15A W BEAD
79
17957
(HINT
1-GDEAD
w
17359
61MO
711T BEAD I FWD PANEL CLIP
82
1T24
W247K
VDYL BULB WEATERSTRO'
83
61745
1745
LOWS W4 IlT X 111V SOL SIDE ADH. TAPE, POLYETH.
IM
BOSI
48052
ROLLER ADI HOLE PLUG
101
72087
AMB BUMPER
102
I 1686
716M
OUSTPLIXB
103
BIN
RINK
I -KEEPER
104
653
7SDKEEP
SCREEN LOOK KEEPER
105
17344
617344
FWD PANEL CLP- S'LONG
MB
173U
617M
FDED PANEL RETANER-9I16-
1m
1739
71739
HANDLE KIT -INTERIOR RAISED WIm THUMB TURN, USED WTDI#75
108
1740
717M
HANDLE KIT- MISED EXTERIOR HANDLE. USED WITH 05
109
11J1
MIMSN
HANDLE KIT -RECESSED IRA. WITH THUMB TURN, USED WTTHM
IN
1732
78178
HANDLE Of- RECESSED DREROR PULL, USED WITH qS
III
710XHPPSDA(
# O X31P PH. FN. TEK- S.S.
112
12%
67SM
WST, 270 X.IT0-FIN SEAL
113
1712
Ams
.18T X.230' FINSEAL
114
71DX115PPX
#10 X 1457
115
71WPT
#10X1'
116
720X1X
#1&20 XI-B.S.
117
720O12X
#1&20 X1-Im B.S.
118
ti3%
61T3%
900EGREE DORMER RECEIVER
119
t133]
6P337
eDOEGREE DUI5DE CORNER ASTRAGAL
120
173%
1 6117ma
IN DEGREE INSIDE CORNER ABTMGAL
IM
17M
1 617352
JFDED PAMI-RETANER. TIB'
axr. pA177HP4BA9 " r-Ll ISERIES 670ALUM.SGD-
ssoe70 17JTS 120 • 22 I _ PG70128
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 56-59, 66, 81, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3/16' MASONRY
ANCHORS @ 24' MAX. O.C.
D`)
M'
* : Ne. 59705 -
vQ =
F 5L;:.tv
�'7S�aNAL 6N�'.�`•
A LYNN MILLER P.E..
P.E i 59795
1�--
5.069° 8.562'
0.080'
1.505°
1.211'
0.081'
02-TRAC HEAD 16 4-TRACKSILL
(6063T6 AL) (6063-T6 AL)
6.198'
1.211'
0.081' O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
8.526'
0.080'
1.505'
O¢ 3-TRACK SILL
(6063-76 AL)
7.105' 6.221-
0.080'
FT1.211' 1.505'
0.081' O3 3-TRACK HEAD Oe 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
9.142'
4,49'
0.080'
1 211•LJL- 1.505•
ir
0,081' O4-TRACK HEAD OT 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
-'1 1
1.260' 11
o.oso•
�1.516"
'a.
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN
ADD-ON 12 ADD-0N
(6063-T6 AL) (6063-T6 AL)
REQUIRES MIN. #10 EMS
OR 3/16• MASONRY
ANCHORS @ 24- MAX. O.C.
SEE SHEET 17 FOR SILL RISERS.
r 0.060-
0.760' 1
1.990•
FRAME SILL SCREEN
13 ENDADD-ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16' MASONRY
ANCHORS @ 24• MAX. O.C.
18'
2-TRACK JAMB W/
1$ SCREENTRACK
(6063-T6 AL)
IS'
16 3-TRACK JAMB
(6063-T6 AL)
scos)o I NTS 1 21 + 22
1.36'
--y 1.672' I`
0.062'
--
1.019'
0.081•
SCREEN
40 STILE
(6063-T6 AL)
5.069'
-~{7}.��[�j-- 1.045'
IV
1.893'I
0.062'
14 2-TRACK JAMB
TOP RAIL
(6063-76 AL)
(6063-T6 AL)
04-TRACK JAMB
(6063-T6 AL)
PGTO128
I'F' 0.875•
1.893-'
L 0.062-
SCREEN
<5 BOTTOM RAIL
(6063-T6 AL)
moomi-BLVIM
omm¢Me¢.N14flae8a
b�¢ly Cells
AdtiMe4te7 G-�-7-(�o�1w
6
M�✓R+b ioyR( r
* : No. 58705
� u
%p0 ST E$
�lC 'ZORIDP !1,.
SSA.........:
ONAL Ie
0.A L(I(LER, PE.
P.E g NM5
0.718' 0.83" 3.802. 0.752' ,-� 3.802'
�- 2.304' I
0.752' 0.885'
0.574' } 0.7B8'
`x1-'rJ 1.163'�
0.062' 0.080' 0.082" J
0.264' �0.075'0.233' 0.062'
FRAME SILL P-HOOK UNITING P-HOOK SCREW
O- 11 28 P-HOOK 20 O 30 P-HOOK FOR BOX RISER
SCREW COVER TRACK ADAPTOR COVER 0.080" 6063T6 AL
(6063T6AL) (6063-T6 AL) (6063-T6 AL) (6063T6AL) (6063-T6 AL) ( )
4'
155'
2.30' 1- 1739'0.080' 14'
.0620.830' 1.80.133' 1.600 0.062�II�.016' 1.974' -'-� - 3.125' I-- 3.125' 111(((///III555/// \\\111\\\)))yyylll"IIII
2.44'
O3t 136- CORNER a2 13V FIXED MOUNT s0 STANDARD STILE bt HEAW DUTY STILE STILE s2 INTERLOCK
(6063-TEAL) O(6083T6 AL) O(6063-T6 AL) O(6063-T6 AL) ADAPTER
(6063-T6 AL)
3.979'
1.645'
ffi..125' 0.075'
b) STANDARD ASTRAGAL
16063-T6 AL)
0.281- v1 l--
O HEAVY DUTY ASTRAGAL b9 TOP/BOTTOM RAIL
TE (6063-AL) (6063T6AL)
1.003EO.M.
0.050'
0.080"
FIXED I
10.6
PANEL CLIP
(6083-T6 AL)
0.709'
III II1
°
2.
<
A2.826"
.550'
0.709'
123 FU(ED PANEL
�RETAINER,
0.080- --�II� }
]f8'
(6063-176 AL)
FIXED PANEL
INSIDE/OUTSIDE
SCORNER
1K RETAINER, 9/76'
CORNER RECEIVER
(6063-TEAL)
(6063-T6 AL)
0451.05'I .8J4I�9'
050
9�T0,5' ' 045
I-�- BEADIN G. 00 B 1EAD. F EDG TB GU ING
(6063T6 AL) PANEL CLIP U00
(6063-T6 AL) (6063-T6 AL)
11B 90° OUTSIDE CORNER ASTRAGAL
(6063-T6 AL)
5.621"
0.133"
4'
t20 90° INSIDE CORNER ASTRAGAL
(6063-TEAL)
22 s 22 1 PGT0128
1.303' I-�
0.325'
0.062'
SNTERLOCK
b6 SCREW COVER
(6063T6 AL)
* Na. 58705
rl Lt: k.,U r T SCByNED
Rk EtW197�OR St• Lucie County
(RODE OOMPLEANCEE
MIAMI•DADE ST. LME COU MIAMI-DADE COUNTY
M ODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RE R) 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/economv
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 A 4J (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 "HR7610A" Aluminum Horizontal Roller Window — N.I.
APPROVAL DOCUMENT: Drawing No. 7610NOA-1, titled "Aluminum Horiz. Roller Install (NI)",
sheets 1 through 15 of 15, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None
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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0627.02
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
fell
7118 Page I
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7610NOA-1, titled "Aluminum Horiz. Roller Install (NI), sheets 1
through 15 of 15, dated 06/30/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7891, dated 06/06/18, 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 horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61
Edition (2017), dated 06/18/18 and updated on 07/25/18, 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).
Manuel P e , P.E.
Product Control miner
NOA No. 18-0627.02
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 61h Edition (2017), dated July 25, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed
by Manuel Perez, P.E.
G. OTHERS
1. None.
E-2
Ma gel Per P.E.
Product Control E a iner
NOA No. 18- 627.02
Expiration Date: August 23, 2023
Approval Date: August23,2018
SERIES HR7610A NON -IMPACT RESISTANT HORIZONTAL ROLLER WINDOW
I) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF FORANCHIXt
THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SEE TABLES 11-U 11-14
2) SHUTTERS ARE REQUIRED WHEN "BED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMFDADE COUNTY, USE ONLY MNMIDADE COUNTY
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE, AM C90 CONCRETE MASONRY UNITS AND CONCRETE VM MIN. KSI PER
ANCHORTYPE
4) ALL MOD BUCKS LESS THAN 1-I? THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX
WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRAI£ WOOD BUCKS
DEPICTED AS 2% ME 141 THICK OR GREATER. IX AND ZX BUCKS (MEN USED) SHALL BE
DESIGNED AND SECURED 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 SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL
ANCHORS MUST Be SEALED. OVERALL SEALINGIRASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF
THESEINSTRUCTIONS.
6)114-MA%. SHIMS ME REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT
FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El SOD.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TESTING AND
GLASS PER AM El3N.
C. DESIGN LOANS ME BASED ONALLOWABLE STRESS DESIGN, AST.
8)THEANCHOMGEME ODSSHOWNHAVEBEENDESIGNEDTORES15TTHEWNOLOADS
CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE THE 3 19%STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1A LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING
JURISDICTION.
10) REFERENCES: TEST REPORTS FTL 18.7891 & 19-7891.01; ELCO ULTRACON NOA; ELCO
CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR MOD CONSTRUCTION, ANSVAF&PA
NOS & ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
76,
OVERALL
HEIGHT
]S
BUCK
HEIGHT
�I
J�
A
SIB
6
SASH
FIXED
VISIBIB LE
VISIBLE
LIGHT /
LIGHT
I
OL
SASH
_
VISIBLE -
VISIBLE LIGHT
LIGHT
1343/8'FMED
1
_
1
B 11 9- MPX.
L
- TS MAX. eucKWDTH �-I MA.
76'OVERALL MOTH BUCK)
TYP FLANGE. XO ELEVATION (OX SIM.)
MAX. DIMENSIONS ALLOWED SHOWN
FOR ANCHOR
OUMITIES.
SEETABLES1S17 tY
22-l? - i OG -.- Ir OC. I�
in
Glass
TYPB
DeecHPOon(Uslad hone Exterior m Interior)
W Table
Anchor Tablet
%OIO%
I %OK
%OI OX
I XOX
STD
HD
JSTD
STD
HD I
STD
1
11WAN
2
-
1
11
-
-
2
11W IT
3
-
10
12
-
17
3
N1G'AN
4
11
13
15
4
N16 TP
3
12
14
17
5
INTO' IS: IWAN CAP. AIRSPACE, VB"AN
4
11
-
15
6
1N16 IG. 118"TP CAP, AIRSPACE. 116" TP
3
It
12
-
17
7
1N16 IS: Nth'AN CAP. AIRSPACE, 31W AN
3
12
14
16
8
1311V IG: NIT TP CAP. AIRSPACE. NIB" TP
3
12
14
17
M=ANNEALED
HS - HEAT -STRENGTHENED
To=TEMPERED
Om
HE
DESIGN PRESSURERATING I IMPACT RATING
VARIES PER GLASS TYPE, I NOT RATED FOR
SEE TABLES Z-10 I IMPACT RESISTANCE
1) DETERMINE THE SITE SPECIFIC. NANDOW
OPENINGS DESIGN PRESSURE REQUIREMENT
FROMASCEY
2) KNOWING YOUR GLAZING OPTION (FABLE 1).
WINDOW CONFIGURATION AND SIZE, DETERMINE
YOUR WNDOWS DESIGN PRESSURE FROM TABLES
2.10. T MUST EOUAL OR EXCEED THE DESIGN
WNDOW OPENING OBTAINED IN STEP 1
3) DETERMINE THE ANCHOR QUANTITY FROM
TABLES II-17.
4) INSTALL AS PER SHEET 11 FOR FLANGE
INSTALLATION, SHEET 12 FOR EOUAL LEG
INSTALLATION OR SHEET 13 FOR INTEGRAL FIN
INSTALLATION.
NOTE: DESIGN PRESSURE RATING DETERMINATION
IS THE SAME PROCESS FOR ALL FRAME TYPES
(FLANGE. INTEGRAL FIN OR EQUAL LEGl9UX),
WEEPHOLE NOTES:
1)1-N8•X.31W WITH PLASTIC RAFFLE.
2)1 WEEPHOLE LOCATEDAT 4• FROM EACH END.
3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL.
I
SASH
FIXED
60•
VISIBLE
VISIBLE
ERALL
GHT
LIGHT
HT
LIGHT
2
bT
jL
BUCK
1 34-
5SL8•FRED
HEIGHT
SASH
VISIBLE LIGHT
VISIBLE
LIGHT
-
-
DW
119-BUCK W
120.OVERAILWDTH
SEE SHEET 13 FOR
INTEGRAL FlN
ANCHORAGETYPE
&SPACING
b12
OC.
SEEWEEPHOLE
NOTES THIS SHEET
TYP. FLANGE XOX ELEVATION
MAX. DIMENSIONS ALLOWED SHOWN
GENERAL NOTES. ...1
ELEVATIONS......... ..
_.1
CODES I STANDARDS USED'.
GLASS TYPES .....1
a2017 FLORIDA BUILDING CODE (MC), BTH EDITION
1 )
PRESABLESURES ....
..2E
aASTM E13U0-09
ANCHODESIGNR
ANCHOR QUANTITIES ........................
QUANTITIES-
7-10
WODW2015OD CONSTRUCTION
-ANSVMUM NDS-M15 FORDESIGN
HOR SPEC...._...
INSTALLATIONPROFILES...
11-13
11-1
MANUAL.
-ALUMINUM DESIGNMMUAL.AOM-2015
ON ROFIL
14
•AISC360-12
CORNER
15
aAISC 360.10
PARNERST...BLY_._._........_._.._..
PANTS DST-..._.__._..........................15
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No.5W05
0�. 4uu-
A
,
'r�'SS7ONAL 0,1\%
/r111111\LL1
A IYNN MILLER. PE
RE 458Tp5
TABLE NOTES.
1) OVERALL (nP TO TIP)
11B' AN DIMENSIONS SHOWN. FOR
GLASS INTEGRAL FIN AND EQUAL -LEG
30 WETIP-T,SUBTRACT NSI FROM
THE E TO DETERMINE
DIMENSION IN THE
22 TABLE TO OETERMtNE THE
12•NOM. WINDOW SIZE
GLASS GTE
E%TERIOR 2) FOR SIZES NOT SHOWN, ROUND
UP TO THE NE)(T AVAIIABLE SIZE.
74
32
GLASS TYPE 1
GLASS I• GLASS
30 30
22 22
12"NOM. 12'NOM.
TABLE 3' E%TERtOR GLASS Bt1E EXTERIOR GLASS SITE
a 74 a 74
32 GLASS TYPE 2 32 GLASS TYPE 4
1W6•NOM. _ GLASSSM
GLASS SLACK
y '�- GLASB SLACK
AIRSPACE AIRSPACE y16ANOR
IB-TP GLASS TP ANO
31 1 • 74 31 • 74
1i� R 1 1R'NOM. 6OR 1 In-NOM.
EKWRIOR GLASS SITE GLASS BITE
EXTERIOR
70-73 70-73
®OR B GLASS TYPE 6 �OR 3B
GLASS TYPE 7(ANNEALED)
GLASS TYPE 8 (TEMPERED)
TABLE4
_� INIVNOM.
F~ GLASS STACK
GI -ASS wirm AIRSPACE 9.AN GLASS
GLASS
30 31 74
zz
12'NOM. 1®OR iR 12'NOM.
EXTERIOR GIASSBITE GLASS BRE
FJ TERIOR
a a
74 �1,, 70 7a
3z GLASS TYPE 3 �"'R B GLASS TYPE 5
Overall
Width
Design Pressure (Ibslftz) for XO 8 OX Windows class types: t
Meeting Rail: Standard
22-1/8" Overall Hgt. 37" OLe211 Hgt. 49'Overall Hgt. 55" 0lerall HgL 63" Overall Hgt.
20"
+65.0
-130.0
+65.0
-13D.0
+65.0
-130.D
+65.0
-119.5
+65.0
-102.8
25"
+65.0
-130.0
+65.0
-130.0
+65.0
-110.9
+65.0
-97.0
+65.0
-83.2
3T
+65.0
-130.0
+65.0
-78.4
+57.9
-57.9
+53.5
-53.5
+50.1
-50.1
49'
+65.0
-118.0
+65.0
-71.0
+47.6
-07.6
+40.0
-40.0
+33.2
-33.2
61"
*65.0
�8.3
+62.0
-62.0
+46.1
-06.1
+39.9
J9.9
+32.9
32.9
6T
+65.0
-79.0
+57.9
-57.9
+43.7
-03.7
+38.6
J8.6
+326
�32.6
74"
+65.0
E8.4
+52.0
S20
+40.1
-0D.1
+36.0
-36.0
+30.9
-30.9
Overall
Width
Design Pressure (Ibslft2) for XO 8 OX Windows Glass Types: 2, a, s, 7, s
Meeting Rail: Standard
22-1/8° 0lerall Hgt. 3T OLerall Hgl. 49" OLerall Hgt. 55" Overall Hgl. 63' Overall Hill.
2D'
+66.0
-130.0
+65.0
-t30.0
*65.D
-130.0
*65.0
-130.0
+65.0
-730.0
25°
*65.0
-730.0
+65.0
-730.0
+65.0
-130.0
+65.0
-13D.0
+65.0
-130.0
3T
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-t30.0
+fi5.0
-130.0
49"
+65.0
-130.0
+65.0
.130.0
+65.0
-730.0
+65.0
-126.7
+65.0
-106.5
61°
+65.0
-130.0
+65.0
-130.0
+65.0
-729.0
+65.0
-109.2
*65.0
-9D.6
6T
+65.0
-730.0
+65.0
-130.0
+65.0
-122.9
+65.0
-703.2
+65.0
435.t
7q^
+65.0
-130.0
+65.0
-130.0
+65.0
-117.6
+65.0
-97.9
+65.0
430.0
olerall
Width
Glass Types: 3, 5
Design Pressure (Ibslft2) for X0 8 0X Windows Meeting Rail: standard
22-118° Ovarall Hgt.
3T OLerall Hgl.
49"Overall Hgt.
55" OLerall Hgl.
63" OLerall Hgt.
20"
+65:0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
25°
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
37"
+65.0
-130.0
+65.0
-130.D
+65.0
-104.2
+65.0
-96.3
+65.D
-90.2
49"
+fi5.0
-130.0
+65.0
-119.0
+65.0
-82.6
+65.0
-72.0
+59.8
59.8
61°
+65.0
-13D.0
+65.0
-99.3
+65.0
-72.7
+61.5
4i1.5
+51.9
51.9
6T
+65.0
-130.0
+65.0
-93.4
+65.0
-69.5
+59.6
59.6
+49.9
-09.9
7q•
+65.0
-123.1
+65.0
A3.4
+65.0
E6.1
+57.6
-57.6
+48.6
-08.6
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GLASS TYPE 3
TABLE 6' _J I... 1Y16'NOM
GLASS STALK
AIRSPACE
3I16-TP IWTPGIASS
��GIASS 31 I 44
30 I I 1
22 �1�OR tB 1O7NOM.
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32 GLASS TYPE 4 v'° GLASS NPE 8
TABLE 7'
GLASS STACK
aasvpcE
3116•AN GLASS
31 j 74
t®OR 16 1/P NOM.
GLASS SE
EXTERIOR
)0.l3
3�OR B
GLASS TYPE 7
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FINAND
EQUAL -LEG WINDOWS,SUBTRAOTI"FTtOMTHEHP-T6T DIMENSIONIN
THETABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOTSHOWN, ROUND LIPTO THE NEXTAVAIIABIE SIZE
3116' AN
Overall
Glass Types: 3
Design Pressure (Ibslit2) for XO 8 OX Windows Meeting Rail: Healy-Dut
Overall
Width
Design Pressure (Ibsl(t2) for XO & OX Windows Glass Types: 4, 8
Meeting Rail: Heavy -Duty
22-7/8' OM:211 Hgt. 3T OLeall Hgl. 49" Oferall Hill. 55" O\erall Hgt. 63` Overall Hgt. 76" Overall Hgt.
20"
+65.0
-130.0
+65.0
-130.0
*65.0
-130.0
+65.0
-130.0
+65.0
-730.0
+65.0
-130.0
25'
+65.0
-130.0
*65.0
-730.0
*65.0
-130.0
+65.0
-730.0
+65.0
-t30.0
+65.0
-730.0
3T
+65.0
-130.0
+65.0
-730.0
+65.0
-73D.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
49'
+65.0
-130.0
+65.0
-130.0
+65.0
-730.0
+65.0
-130.0
+65.0
-130.0
+65.0
-111.6
61'
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-719.7
+65.0
33.8
6T
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+fi5.0
-130.0
+65.0
-772.4
+65.0
A7.4
76'
+65.0
-130.0
+65.0
-130.0
+65.0
-730.0
+65.0
-127.7
+65.0
-704.0
a65.0
bD.O
Otelall
W Ltth
Glass Types: 7
Design Pressure (IbsHt2) forX08 OX Windows Meeting Rail: Heavy -Duly
22-7/8" O\erall H91. 3T O\erall Hgt. 49" Overall Hgt. 55" Ovalall Hgt. 63' Overall HgL. 76' Overall H91.
20"
+65.0
-130.0
+65.0
-130.0
+65.0
-i30.D
a65.0
-130.0
+65.0
-130.0
+65.0
-130.0
25"
+65.0
-130.0
+65.0
-730.0
+65.0
-130.0
+65.0
-130.0
+65.0
-73D.0
+65.0
-730.0
3T
+65.0
-130.0
*65.0
-130.0
a65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
49"
+65.0
-130.0
+65.0
-730.0
+65.0
-130.0
*65.0
-130.0
+65.0
-124.2
*65.0
-110.5
61'
+65.0
-130.0
a65.0
-130.0
+65.0
-130.0
+65.0
-110.7
+65.0
+65.0
-75.8
6T'
+65.0
-130.0
+65.0
-130.D
+65.0
-125.1
+65.0
-107.3
+65.0
459.8
+65.0
-70.6
76"
+65.0
-t 30.0
+65.0
-130.0
+65.0
-116.8
+65.0
-102.6
+65.0
437.1
+fi5.0
E8.0
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Overall
Width
Sash
Configuration
Wia sh
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Glass Types: 3. 5
Design Pressure (Ibs/ff2) for XOX Windows Meeting Rail: Standard
21-1/8" Overall Hgt.
29" Overall Hgt.
37" Overall Hgt.
49" O+e211 Hgt.
55" Oterall Hgt.
63" Overall Hgt.
t/4 i/z t/4
12.03B-12.052
+65.0
-130.0
+65.0
-130.0
-65.0
-130.0
+65.0
-91.4
+65.0
411.7
+65.0
-73.8
1/3-1/3-1/3
12.053-15.008
+65.0
-130.0
+65.0
-730.0
+65.0
-130.0
+65.0
-91.4
+65.0
-81.7
+65.0
-71.9
11 /r%
12.038-13.302
+65.0
-130.0
+65.0
-130.0
+65.0
-175.0
+65.0
.80.5
+65.0
-71.8
+58.1
58.1
49"
t t t
13.303 - 16.675
+ 65.0
-130.0
+65.0
-130.0
+65.0
-123.0
+65.0
-86.2
+65.0
-72.7
+61.7
-61.7
12.038 - 14.333
+65.0
-130.0
+65.0
-130.0
+65.0
-102.0
+65.0
-73.9
+62.5
-62.5
+53.3
-53.3
53-1/8'
t t t
14.334 - 18.050
+65.0
-130.0
+ 65.0
-130.0
+65.0
-115.0
+65.0
-80.5
+6&0
-71.8
+58.1
58.1
% +/z %
12.038-16.302
+65.0
-127.6
+65.0
-100.0
+65.0
-83.4
+65.0
-66.1
+57.6
57.6
+48.6
48.6
61'
t t t
16.303-20.675
+65.0
-130.0
+65.0
-730.0
+65.0
-102.0
+65.0
-73.9
+62.5
-62.5
+53.3
53.3
-%z--t%
12.038 - 20.052
+65.0
-96.3
+65.0
-68.9
+59.1
59.1
+51.4
-51.4
+46.6
46.6
+41.2
41.2
76"
custom
'20.053-22.185
+65.0
-130.0
+65.0
-103.0
+65.0
-86.1
+65.0
-66.8
+58.2
-58.2
+48.9
48.9
t/rt/rt/a
22.186-25.675
+65.0
-130.0
+65.0
-120.0
+65.0
-95.2
+65.0
-69.5
+58.9
58.9
+49.0
49.0
Yrt/rt/4
--24.082
+65.0
-91.4
+61.3
-61.3
+51.2
-51.2
+47.1
47.1
+42.5
42.5
+36.9
-36.9
92-1/8'
custom
24.083 - 26.185
+65.0
-107.6
+65.0
.82.1
+65.0
-72.1
+59.2
59.2
+53.0
53.0
+44.1
44.1
t/a-t/a �/a
26.186 - 31.038
+65.0
-116.8
+65.0
-92.1
+65.0
-78.6
+62.5
-62.5
+52.4
-52.4
+42.8
42.8
Yrt1 Y4
- 25.302
+65.0
-91.4
+61.3
-61.3
+51.2
51.2
+47.1
47.1
+42.5
42.5
+36.9
-36.9
97"
custom
25.303 - 27.185
+65.0
-103.0
+65.0
-76.8
+65.0
-66.8
+56.5
-56.5
+50.8
-50.8
+43.0
43.0
custom
27.186 - 31.038
+65.0
-109.3
+65.0
-84.0
+65.0
-73.9
+60.0
-60.0
+51.7
-51.7
+42.0
42.0
�2-%
"-28.302
+65.0
-91.4
+61.3
1 .61.3
+51.2
-51.2
+47.1
47.1
+42.5
42.5
+36.9
-36.9
109"
custom
28.303-29.185
+65.0
-95.2
+65.0
.67.3
+57.8
57.8
+50.7
50.7
+45.9
45.9
+40.3
40.3
custom
29.186 - 31.038
+65.0
-97.6
+65.0
-70.3
+60.5
-60.5
+52.2
52.2
+47.5
47.5
+40.6
40.6
12W
t/s-t/z-t/a
--31.038
+65.0'
.91.4
1 +61.3
1 .61.3
+51.2
1 -51.2
+47.1
47.1
+42.5
42.5
+36.9
-36.9
MIN. SASH WIOTH (nLANGE WINOOWSI- OVERALL WIDTH-57.924
2
MIN. SASH WIDTHRIN 6EOUAL4E13WINOOWS)- OVERALL WIDTH-5B.924
2
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FW AND
EQUAL{ G WINDOWS. SUBTRACT I -FROM THE TIP.T4TIP DIMENSION IN
THE TABLE TO DETERMINE THE WINDOW SM
2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE.
EXTERIOR
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EXTERIOR
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Overall
overall
Width
as
ConfigumtIon
width
Range (in)
Glass Type: 7
Design Pressure (lbsltt2) for XOX Windows Meeting Rail: Standard
21-118" Overall Hgt.
29' Overall Hgt.
37" Overall Hgt.
49" Overall Hgt.
55' Overall Hgt.
63" Overall Hgt.
Y �I -/4
12.038 - 12.052
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
44'
%a -1/3- !/
12.053-15.008
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
1 -130.0
+65.0
-130.0
+65.0
-130.0
J/ y4
12.038 - 13,302
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-129.6
+65.0
-114.8
49°
J/a-1/a
13.303 - 16.675
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
1/J 1/
12.038 - 14.333
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
.112.5
+65.0
-95.9
53-1/9'
%s!/3-1/a
14.334 - 18.050
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
.129.6
+65.0
-114.8
%4 �/ %
12038 - 16.302
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-119.0
+65.0
-103.7
+65.0
-87.5
fit°
%1/a!/a
0.675
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-112.5
+65.0
-95.9
0.052
+65.0
-130.0
+65.0
-124.0
+65.0
-106.4
+65.0
-92.5
+65.0
.85.5
+65.0
-74.9
76"
custom
2.185
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-120.2
+65.0
.1 D4.8
+65.0
-8B.0
1/3 %D-%B
5.675
V26.186-
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
465.0
-126.9
+65.0
.108.2
+65.0
-90.5
4.082
+65.0
-130.0
+65.0
-109.3
+65.0
-90.7
+65.0
-83.2
+65.0
-76.0
+65.0
-68.6
92-1/8'
custom
26.185
+65.0
-130.0
+65.0
-130.0
+65.0
-129.8
+65.0
-106.6
+65.0
-95.4
+65.0
-83.3
1/ -/� %a31.048
+65.0
-130.0
+65.0
-130.0
-65.0
-130.0
+65.0
-112.5
+65.0
-11N).fi
+65.0
-86.41/�z-1/4
-25.302
+65.0
-130.0
+65.0
-109.3
+65.0
.90.7
+65.0
-83.2
+65.0
-76.0
+65.0
�68.6
97"
custom
25.303-27.185
+65.0
-130.0
+65.0
-130.0
+65.0
-120.2
+65.0
-101.7
+65.0
.91.4
+65.0
-80.6
27.186-32.675
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-108.0
+65.0
-97.2
+65.0
.84.2
1/n /rY,
°°-28.302
+65.0
-130.0
+65.0
-109.3
+65.0
-90.7
+65.0
-83.2
+65.0
-76.0
+65.0
-68.6
109"
custom
28.303 - 30.185
+65.0
-130.0
+65.0
-121.1
+65.0
-104.0
+65.0
-91.3
+65.0
-84.1
+65.0
-73.8
%a j/D 1/3
30.186 - 36.675
+65.0
-130.0
+65.0
-130.0
+65.0
-113.6
+65.0
-97.7
+65.0
-88.9
+65.0
-78.7
1/ y Y4
••-29.463
+65.0
-130.0
+65.0
-109.3
+65.0
-90.7
+65.0
-83.2
+65.0
.76.0
+65.0
-68.6
113518°
Custom
29.464 - 33.185
+65.0
-130.0
+65.0
-115.2
+65.0
-99.0
+65.0
-88.7
+65.0
-81.2
1 +65.01
-72.0
%a-1/r1/a
33.186 - 38.222
+65.0
-130.0
+65.0
-130.0
+65.0
-116.8
+65.0
-99.5
+65.0
-90.2
+65.0
-79.9
1/e % +/
" - 31.052
+65.0
-130.0
+65.0
-109.3
+65.0
-90.7
+65.0
-83.2
+65.0
-76.0
+65.0
-68.6
120'
custom
31.053-33.165
+65.0
-130.0
+65.0
-110.3
+65.0
-92.2
+65.0
-84.8
+65.0
-77.2
+65.0
£9.3
custom
33.186-38.222
+fi5.0
-130.0
+65.0
-118.3
+65.0
-101.5
+65.0
-90.0
+65.0
4)2.6
+fi5.0
-72.9
^MIN. SASH WIDTH (FLANGE MANDOWS)= OVERALL WDW-58.5%
2
"MIN. SASH WIDTH (FIN 8 EOUALLEG WINDOAS)- 9VEMLL WIDTH-575
2
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FINAND
EQUAL -LEG WINOOM. SUBTRACT V FROM THE TIP-TO-TP DIMENSION IN
THE TABLE TO DETERMINE WE WINDOW SUE.
2) FOR SIZES NOT SHOLNN, ROUND UP TO WE NEXT AVAIIABLE SUE
1115'NOM
GLASS STACK
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GLASS TYPE 7
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A LYNN MILLER. RE
Overall
Width
Sash
Configuration
Width
Range (in)
Glass Types: 2, 4, 6, 8
Design Pressure (lbs/11ash2) for XOX Windows Meeting Rail: Standard
21-178" Overall HgL
29" Overall Hgt.
3T' Overall Hgt.
49" OLemll Hgt.
SY Overall Hgt.
63" Overall Hgt.
2.052
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
5.008
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
3.302
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
-65.0
-130.0
+65.0
-129.2
49"
1/3-1/3-1/3
6.675
q-14.333
+65.0
-130.0
*65.0
-130.0
+65.0
-130.0
+85.0
-130.0
+65.0
-130.0
+65.0
-130.0
�4_1/z %
4.333
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.01/3j/a-1/J
5&1/8"
8.050
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-13D.0
+65.0
-130.0
+65.0
-129.2
�4_1/z1/4
16.302
+65.0
-130.0
465.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-114.7
61"
16.303 - 20.675
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
430.0
+65.0
-116.9
12.038 - 20.052
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-116.8
+65.0
403.6
+65.0
-91.6
76"
custom
20.053 - 22.185
+65.0
-130.0
+65.0
-130.0
+65.0
430.0
+65.0
-130.0
+65.0
-126.7
+65.0
-104.8
1/
3- J' 3
22.186 - 25.675
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-125.1
+65.0
AGCO
%4-yz-y4
**-24.082
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-104.0
+65.0
-92.8
+6&0
-Mlt
92-1/8"
custom
24.083 - 26.185
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-114.9
+65.0
-93.6
%�/3-1/3
26.186 - 31.048
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-111.2
+65.0
-90.9
1/4_y Y4
--25.302
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-104.0
+65.0
-92.8
+65.0
-80.8
97"
custom
25.303-27.185
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-128.4
+65.0
412.8
+65.0
-91.3
1/ 1/r%
27.186 - 32.675
+65.0
-130.0
+6&0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
408.2
+65.0
-87.9
Y % %4
-28.302
+6&0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-104.0
1 +65.0
-92.8
+65.0
-80.8
109'
custom
28.303 - 30.185
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-115.2
1 +65.0
402.0
+65.0
-86.5
1/a-1/a-1/J
30.186 - 36.675
+65.0
-130.0
+65.0
-130.0
+6&0
-130.0
+65.0
-123.2
+65.0
-103.2
+65.0
-82.6
y -1/2 V4
-29.463
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-104.0
+65.0
-92.8
+65.0
113-518"
custom
29.464 - 33.185
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-111.2
+65.0
-98.8
+65.0
$3.6
1/31/31/3
33.186 - 38.222
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-125.2
+65.0
-102.4
+65.0
-82.1
1 1 1
-31.052
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-104.0
+65.0
-92.8
+65.0
-80.8
120"
custom
31.053 - 33.185
+65.0
-130.0
+65.0
-130.0
+65.0
-130.0
+65.0
-105.6
+65.0
-94.4
+65.0
-82.0
custom
33.186-38.222
+65.0
1-130.0
1 +65.0
1 -130.0
+65.0
-130.0
+65.0
-113.2
+65.0
-100.4
+65.0
-80.5
"MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH - 50.556
2
- MIN. SASH WIDTH (FIN 0 EOUAL4-EG WINDOWS) - OVERALL WIDTH-57.555
2
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND
EQUAL -LEG WINDOWS. SUBTRACT P FROM THE TIP-TOTIP DIMENSION IN
THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEMAVAILABLE SIZE
1M' TP
3B
--GLASS
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a
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TYPE 4
IWITNOM
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31
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12'NOM.
EXTERIOR
GWSS BITE
a
7173
®OR 3e GLASS TYPE 6
STA GLASS` GSTACK
GLASS
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31kk74
1aOR 1BEXTERIOR
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* i No. 58705
44,
Ss70.....
"i1TNAL111�
P LTNN MILLER, P.E.
REN 68705
Glass Types:
1, 3, 5
hor Quantities for XO
& OX Windows
Meeting Rail:
Standard
Overall Hgt.
37" Overall Hgt.
49" Overall Hgt.
55" Overall Hgt.
63" Overall Hgt.
& Sill
E
Head & Sill
,Ea
Head & Sill
E
Head & Sill
E
Head & SilAr
;22-118"
2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
2+1
2
HC2+1
2
1+C2N
3
1+C2+1
3
1+C2a1
3
2+1 -.
2
I+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
2+1
2
1+C2+1
2
1+C2N
3
1+C2+1
3
1+C2+1C2r1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
6T'
2+C2+2
2
1+C2+1
2
1+C2+1
3
1+C2+i
3
1+C2+7
3
74"
2+C2+2
2
2aC2+2
121
1+C2+i
3
1+C2+1
3
1aC2+1
3
Glass Types:
2, 4, 7, 8
Anchor Quantities
for XO
& OX Windows
Meeting Rail:
rd
Standard
Overall
22118" Overall Hgt.
37" Overall Hgt.
49' Overall Hgt.
55' Overall Hgt.
63" Overall Hgt.
Width
a
Head 8 Sill
Head &Sill
Head 8 Sill
E.
Head 8 Sill '
Head 8 Sill
r
20"
1+132+1
121
1+C2+1
121
1+C2+1
13
1+C2+1
3
1+C2N
3
25"
1+C2+1
121
1+C2+1
121
1+C2+1
13
1+C2+1
3
1+C2+1
3
37"
1+C2+1
21
1+C2+1
121
1+C2+1
13
1+C2+1
3
1+C3+1
3
49"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C3+1
3
1+C3+1
3
61'
1+C2*1
2
i+C2+1
21
1+C3N
3
i+C3+1
3
1+C3+1
3
6T'
2+C2+2
2
2+C2+2
2
2+C3+2
3
HC3+i
3
1+C3N
3
74"
2+C2+2
2
2+C2+2
2
2+C3+2
3
2+C3+2
3
1+C3+1
3
Glass Types: 3
Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duly
Overall
22 118" Overall Hgt.
37" Overall HgL.
49" Overall Hgl.
55" Olerell HgL.
63' Overall Hgt.
76" Overall Hgt.
Width
a
Head & Sill
E
Head 8 SillIfl
Head 8 Sill
LHeadsSill
Head &Sill
Head 8 SillAr
20"
1+C2+1
2
1+C2+1
2
1+C2+1
3C+1
3
1+C2+1
131
1+C2+1
4
25"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
4
37"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2N
3
1+C2+1
3
1+C2+1
4
49"
1aC2+1
2
1+C2+1
2
1+C2N
3
1+C2*1
3
HC2+1
3
1+C2+1
4
61"
1+C2+1
2
1+C2+1
2
1+C2+1
3
HC2+1
3
1+C2+1
3
1+C2a1
4
67"
2+C2+2
2
1+C2+1
2
HC2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
4
76"
2+C2+2
2
1+C2+1
21
1+C2+1
131
1+C2+1
3
1+C2+1
3
1+C2+1
4
Glass Types: a, 7, 6
Anchor Quantities for XO & OX Windows
Meeting Rail: Heavy -Duty
Overall
22-1/8" Overall Hgt.
37" Overall Hgl.
1 49" Overall Hgt.
1 55" Overall Hgt,63"
Overall Hgl.
76" Overall HgL
Width
a
Head & Sill n
Head 8 Sill ,Ea
Head & Sill ,Eo
Head & Sill m
Heatl & Sill E
Head 8 Sill E
20"
1 1+C2+1
21
1+C2+1
2
1+C2+1
131
1+C2+1
3
1+C2+1
4
2Y
1+C2+1
2
1+C2+1
2
1+C2N
3
1+C2+1
3
1+C2+1
4
37"
1+C2+1
2
HC2+1
2
1+C2+1
3
1+C2+1
3
1+C3+1
4
49"
1+C2N
2
1+C2N
2
1+C2+1
3
1+C3+1
3
E3+1
HC3+1
4
61"
1+C2+1
2
1+C2+1
2
1+C3+1
3
1+C3+1
3
HC3+1
4
67"
2+C2+2
2
2+C2+2
2
2+C3+2
3
2+C3+2
3
1+C3+1
476"
2+C2+22+C2+2
2
2+C3+2
3
2+C3+2
3
1-C3+1
4
GUIDE TO USING ANCHOR QUANTITY
TABLES FOR XO/OX WINDOWS:
2 ANGHORSAT I INTHE
:MEREDAT THE THEFT%E'
MEETING FAIL I �mB
2TMA%.O.c. —�
S. MAX.
22-1�U
MAX.O.C.
�MEETING
REPEAT ANCHOR PATTERN AT SILL
12'MAX.O.C. tom'
T/
2-ANCHOR
CLUSTER DETAIL
6" MA%. O.C. r—
3-ANCHOR
CLUSTER DETAIL
NOTES:
1) OVERALL(TIP TO TIP) DIMENSIONS SHOWN FOR EQUAL -LEG WINDOWS, SUBTRACT 1-FROM THE
TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAIIABLE SIZE.
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No. 59]05
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STATE OF (O
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[49'
Sash
Configumtion
Sash
Width
Range (in)
Glass Types 3, 5
Anchor Quantities for XOX Windows Meeting Rail: Standard
21-1/8" Olemll 1-
29" Owmil Hgt.
37" Owmll Hgt.
49' Owmll Hgt.
55' O\emll Hgt.
63" Own, Hgt.
H. 8 Sill
E Heatl 8 Sill
a
% Heatl 8 Sill
n Heatl 8 Sill
m Heatl 8 Sill
m Heatl 8 Sill m
1/4 �/z �/i
12.038 - 12.052
HL2N+C2N
2 1+C2+1+C2H
2 HC2+1+C2+1
2 H(x+HC2+1
3 HC2+HC2+1
3 1+C2+1+C2+1 3
%ate/s-1/i
12.053-75.008
1+C2+1+C2N
2 1+C2+1+C2N
2 HC2NaC2+1
2 HC2+HC2+1
3 HC2+HC2N
3 1+C2+HC2+1 3
1/ 1/x �1%
12.038 - 13.302
1+C2+1+C2+1
2 HC2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
13.303 - 16.675
1+C2+HC2+1
2 1+C2+1+C2+1
2 1+C2+1-C2+1
2 HC2+1+C2+1
3 1+C2+HC2+1
31 HC2+1+U+1 3
2-y
12.038 - 14.333
1+C2+HC2+1
2 7+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1aC2+1 3
53-718'
y
r a- a
14.334 - 18.1350
HC2+1-C2+1
2 HC2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
12.038-16.302
7+C2+2+C2+1
2 1+C2+2+C2+1
2 HC2+2+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1 3
61'
%a-1/r%a
16.303-20.675
1+1020+C2+1
2 1+C2+1+C2+1
2 1+L2+1+C2+1
21 1+C2a HC2+1
3 HC2+1+C2+1
3 HC2+1+C2+1 3
%-Y2-%4
12.038 - 20.052
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
21 1+C2+2+C2+1
3 1+C2+2+C2+1
3 HC2+2+C2+1 3
7W
custom
20.053.-22.185
1+C2+2+C2+1
2 1+C2+2+C2+1 12
1+C2+2-U+1
21 1+C2+1+C2+1
3 1+C2+HC2+1
3 HC2+1+C2+1 3
x
ERIS-25.675
1+C2+1+C2+1
2 1+C2+2+C2+1
2 1+C2+1+C2H
21 1+C2+1+C2+1
3 1+C2+1+C2+1
3 HC2+1+C2+1 3
--24.082
1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C243+C2+1
21 1+C2+3+C2+1
3 HC2+3+C2+1
3 1+C2+3+C2+1 3
92-IIW
custom
240V-26.185
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+CZ+2+C2+1
21 1+C2+2+C2+1
3 1+C2@+C2+1
3 1+C2+2+C2+1 3
1/a 1/iJ'
26.186 - 31.038
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
21 1+C2+1+C2+1
3 1+C2+1-M+1
3 7+C2+1+C2+1 3
4- 2-/
--25.302
HC2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
21 1+C2+3+C2+1
3 7+C2+3+C2+1
3 HC2+3+C2+1 3
97'
custom
25303-27.185
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1 3
custom
27AB6-31.038
HC2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2♦132+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1 3
1/ 1/ -�/4
-28.302
HC2+3+C2+1
2 1+02+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2+1 3
109'
custom
28.303 - 29.185
1+C2+3+C2+1
2 HC2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2+1 3
custom
29.186 - 31.038
1+C2+3+C2+1 121
HC2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 HC2+3+C2+1
3 1+C2+3+C2+1 3
120'
"-31.038
1+C2+3+C2+1 121
7+C2a3+C2+1
2 1+C2+3+C2+1
2 HC2+3+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2+1 3
" MM. SASH WIDTH (FLANGE WINDOWS)" OVERALLWIDTH-57924
2
"MIN. SASH WOW EQUAL F(n WINDOWS)= OVERALL INOTH-56,924
2
GUIDE TO
USING ANCHOR
QUANTITY
TABLES FOR
XOX WINDOWS:
NOTES:
I)OVERALL(LIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL EG WINDOWS. SUBTRACT t' FROM WE
7IP-T6TIP DIMENSION IN THE TABLE TO DETERMINE WE wNDOW SUE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NUT AVAIIABLE SQE
ANCH
DEORS
1 ANCHORAT NTEREUATTHE
THE SAGH MEETING WL 3
n
22-t12'MA)7 —
9' MA%,
2-ANCHOR
CLUSTER DETAIL
ANCHORS
JAMB
j-� 12-MM%cc, A WE SASH
9'MA%
X
REPEAT ANCHOR PATTERN AT SILL
m
y
W =
7IRE w
C
m
m
3
*a
p e
o
do
+IPo
L9 N O
E
K
Q
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In
Z
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If
W
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A LVNN MILLER. PE
P F a.u]LL5
Overall
Width
Sash
Configuration
Sash
Width
Range Vim)
Glass Types: 7
Anchor Quantities for XOX Windows Meeting Rail: Standard
21-1/8' 0mRL1 Hgl.
29" Overall HgL
37" Cvemll H91.
49" Owmll Hgl.
55" Overall Hgt.
63" Ommll Hgt.
Heatl 8 Sill
E E
Head 8 $III
Head 8 Sill E
Head 8 Sill
n Head 8 Sill
Head 8 Sill
a
%a 1/z �%
12.038-12,052
1+C2+NC2+1
2 NC2+1+C2N
2 1+C2+1 aC2+1
2 1+C2+1a C2+1
3 1+C2+1+C2+1
3 1*C2N+C2a1
3
44"
12.053 - 15.008
1+C2a HC2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2a HC2+1
3 HC3+1+C3+1
3
1/i-�rYa
12.038 - 13.302
1+C2H+C2+1
2 1+C2a1+C2+1
2 1+C2+1+C2+1
2 1+U+1+C2N
3 1+C2+1+C2a7
3 1+C2+1+C2N
3
49"
13.303-15.675-.
7+C2+1+C2+1
2 1+C2+HC2+1
2 1+C2+1+C2a1
2 1+C2+1+C2+1
3 i+C2+1+C2+1
3 1+C3+1+C3+1
3
12.038 - 14.333
HC2+1+C2+1
2 1+CZ+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 7+C2+1+C2N
3 1+C2+1+C2+1
3
5}118"
1/a-Yr1/i
14.334-78.050
7+C2+1+C2+1
2 7+C2a1+C2+1
2 1+C2*1+C2+1
2 1+C2+1+C2ai
3 1+C2+1+C2+7
3 1aC3aHG3+i
3
1/4-1/,-1/4
12.038-16.302
1+C2+2+C2+1
2 1+C2+2+C2+1
2 HC2+2+CZ+1
2 1+C2+2*C2+1
3 1+C2+2+C2+1
3 1+C2+2+C2+1
3
61"
16.303-20.675
1+C2+1+C2+1
2 1+C2N+C2+1
2 HC2+1+C2+1
2 1+C241+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
%J/-%4
12.038-20.052
HC2+2-C2a1
2 t+C2+3+C2N
2 1-C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2N
3 1+C2+2+C2+1
3
76'
custom
20,053 - 22.185
I+C2+2+C2+1
2 1+C2+2+C2N
2 1+C2+2+C2N
2 1+C2+2+C2+1
3 7+C2+2+C2+1
3 1+C2+2+C2+1
3
.1/a-1/r1/i
22.186-25.675
1+C2+1+C2N
2 9+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C3+2+C3+1
3 7+C3N+C3N
3 1+C3N+C3N
3
Y4 /2-%
'•-24.082
1+C2+3+C2+1
2 1+C2+3+C2N
2 I+C2a3+C2+1
2 1+C2+3+C2+1
3 7+C2+3+C2+1
3 1+C2+3+C2+1
3
92-1/8'
custom
24.083-26.185
1+C2+2+C2N
2 HC2+2+C2+1
2 1+C2N+C2N
2 I+C2+2+C2+1
3 1+C2+2+C2N
3 1+C3+2+C3+1
3
1/r1/rYs
26.186 - 31.048
1+C2+2+C2a1
2 1+C2a2-C2+1
2 7+C2+2+C2+1
2 HC2+2+C2N
3 1+C3+2+C3N
3 HC3+2+C3+1
3
1%
-25.302
1+C2N+C2+1
2 1+C2+3+C2+1
2 1+C2N+U-1
2 1+C2+3+C2+1
3 1+C2a3+C2+1
3 1+C2+3+C2N
3
9]"
m
25.303-27.185
1+C2+2+C2+1
2 1+C2+3*C2+1
2 1+C2+3+C2+1
2 1+C2+2+C2+1
3 1+C2a2+C2N
3 1+C3+2aC3*1
3
1/a
27.186-32.675
1+C2+2+C2+1
2 2+C2+2+U+2
2 2+C2+3+C2+2
2 1+C2+2+C2+1
3 1+C3a2+C3+1
3 1+C3+2+C3N
3
1%
-28.302
1+C2N+C2N
2 1+C2N+C2+1
2 1+C2+3+C2N
2 1+C2+3+G2+1
3 i+C2+3+C2+1
3 7+C2N+C2+1
3
109"
m
28.303-30.185
HC2+3+C2a1
2 1+C2N+C2N
2 1+C2N+C2+1
2 1+C2+3+C2+1
3 NC2+3+C2N
3 1+C3+3+C3+1
3
1/0
30.186-36,675
11863121222
2+C2+2+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2
3 1+C3+2+C3+1
3 1+C3+2+C3+1
3
-Y4
-2S463
HC2+3+C2N
2 1+C2+3+C2+1
2 1+C2N+C2+1
2 1+C2+3+C2+1
3 1+C2N+C2N
3 1+G2N+C2+131135/8'm
29.464-33,185
1+C2+3+C2+1
2 1+C2N+C2+1
2 1+C2+3+C2+1
2 t+C2N+C2+1
3 1+C2N+C2N
3 1+C3+3+C3+1
3
!/j
33.186-3S222
2+C2+2+C2+2
2 2+C2+3+C2+2
2 2+M+3+C2+2
1 2+C2+2+C2+2
3 2+C3+2+C3+2
3 HC3+2+C3N
3
�i
-31.052
HC2+3+C2+1
2 1+C2+3+C2+1
2 1+C2N+C2N
2 7+C2+3+C2N
3 1+C2N+C2N
3 1+C2+3+C2N
3
120"m
31.053-33.185
HC2+3+C2.1
2 1+C2+3+C2+1
2 1+C2*3+C2+1
2 1+C2N+C2+7
3 1+GZ+3+C2+I
3 1+C2+3+CZ+1
3
om
33.786-38.222
2+C2a2+C2+2
2 2+C2+3+C2a2
2 2+C2+3aC2+2
2 2+C2N+C2+2
3 1+C2N+C2+1
3 1+C3+2+C3+1
3
^ MIN. SASH MOTH (RANGE WINDOWS) = OVERALL WIDTH -5B556
2
- MIN. SASH MOTH(EOUii WINDOWS)= OVERALLWI)TH-57.556
2
GUIDE TO
USING ANCHOR
QUANTITY
TABLES FOR
XOX WINDOWS:
NOTES'
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EOUA4LEG WINDOWS, SUBTRACT 1- FROM THE
TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
I THESASH
22112-MAx.GL.
12' M)i O.C.
\
2-ANCHOR
CLUSTER DETAIL
6" MAX.O.c. —� r
3-
ANCHOR
CLUSTER DETAIL
MEETINGRAIL ET$ AT THE THEFIXEDLf1EI1--.IN�—
MENG RAIL
IN THE
ANCHORA
THE SASH
XEzmr�imo—1
REP�T
ANCHOR PATTERNAT SILL
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No. 58705 .P
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'�1111111„-
A LYNN MILLER. PE.
PEN 50705
Width
Witlth
Sash
Configuration
Sash
witlth
Range (in)
Glass Types: 2. 4. 6, 8
Anchor Quantities for XOX Windows Meeting Rail: Slandan!
21-1/B' O\erall Hgt.
29° OLerall Hgt.
37° O.eTall Hgt.
49' O\erall Hgf.
55' O\erall Hgl.
63' OWrdll H9t.
Head 8 Sill
m Head B Sill
m Head 8 Sill
m Head 8 Sill
a Head 8 Sill
Head &Sill
120W-12.052
1+C2+1.C2+1
2 1.M-1-C2+1
2 1.C2a1+C2N
2 1.C2N+C2+1
3 1+C2+1+C2+1
3 1+C2a1+C2+1 3
4d'
12053-15.008
1+C2+1+C2+1
2 1*C2+1+C2+1
2 1+C2+1+C2.1
2 1+C2a 1+C2N
3 HC2+HC2a1
3 1aC3N+C3N 3
12.038-13.302
1.C2+1+C2+1
2 1aC2+1+C2+1
2 1+C2+1+C2+1
2 1+C2.1+C2+1
3 1+C2+1+C2+1
3 1aC3N+C3+1 3
49'
1/rt/rt/s
13.303 - 16.fi75
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1*C2+1+C2+1
2 1+C2H+C2+1
3 1+C2*1+C2+1
3 1+C3H+C3N 3
12.038 - 14.333
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+14C2+1
3 1+C3+1+C3+1 3
53 1/8'
Yr'/i!/s
1d.339-18.050
1+C2+HC2+1
2 1+C2+1aC2+1
2 I+C2N+C2+1
2 NC2N+C2+1
3 1+C2+1+C2H
3 I+C3aHC3a1 3
�i '/r+%
12.038-16.302
1+C2+2+C2+1
2 1.C2+2+C2+1
2 1+C2+2+C2+1
2 HC2+2+C2+l
3 1+C3+2+C3+1
3 1+C3+2+C3+1 3
61°
Yr�r 1/i
16.303 -20675
taC2N*C2+1
2 1+C2.1.C2+1
2 1+C2+1aC2a1
2 1+C2N+C2+1
3 HC3N+CJN
3 1+C3N+C3.1 3
YrY!%
0.052
1+C2+2+C2a1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1.C2+3+C2+1
3 HC2+3+C2+1
3 HC3+3+C3+1 3
76°
custam
2.185
1+C2+2+C2+1
2 HC2+2+C2+1
2 1+C2+2+C2+1
2 1+C3+2+C3+1
3 1+C3+2+C3+1
3 HC3+2+C3+1 3
5.675
1+M+1+C2+1
2 1+C2+2+C2+1
2 1+C2+2+M+1
2 1+C3+2+C3+1
3 1+C3+2+C3+1
3 1+C3+1+C3+1 3
1/-%r%a4.082
1+C2+3•C2+1
2 1+C2+3+C2+1
2 1+C2+4•C2+1
2 1+C2+3+C2N
3 1+C2+3102+1
31 1+C3+3+C3+1 3
92-HB'
custom
6.185
M30327
1+C2a2+C2+1
2 I+C2+2+C2N
2 1+C2+3+C2N
2 1+C3+3+C3+1
3 1+C3+2+C3+1
3 1+C3+2+C3+1 3
%r Yr%
1.048
1+C2+2+C2+1
2 HC2+2+C2+1
2 1+C2+2+C2+1
2 1+C3+2+C9.1
3 1+C3+2+C3+1
3 HC3+2+C3+1 3
1� tl 1%5,302
1-M+3+C2+1
2 1+C2+3+C2+1
2 1+C2+4+C2+1
2 1+C2+3+C2N
3 HC2+3+C2+1
3 1+C3+3+C3+1 3
9T'
custom
7.185
1+C2+2+C2+1
2 1+C2+3+C2N
2 1+C2+3+C2+1
2 1+C3+3+C3+1
3 1+C3+3+C3+1
3 1+C3+2+C3N 3
1/a-1/r1/a
2.675
1+C2.2+C2+1
2 2+C2+2•C2+2
2 2+C2+3+C2+2
2 2+C3+3+C3+2
3 HC3+2+C3N
3 HC3+2+C3+1 3
"-28.302
HC2+3+C2N
2 1+C2+3+C2+1
2 1+C2+4+C2N
2 HC2+3+C2N
3 t+C2+3+C2N
3 1+C3+3+M+1 3
109,
custom
28.303 - 30.185
1+C2+3+C2N
2 1+C2+3+C2+1
2 1+C2.3+C2N
2 1+C3+3+C3N
3 1+G3+3-M+l
3 1+C3+3+C3+1 3
30.196-W.675
2+C2+2+C2+2
2 2+C2.3+C2+2'
2 2+C2+3+C2+2
2 2+C3+3+C3+2
3 2+C3+3+C3+2
3 1+C3+2+C3+1 3
—-29.463
1+C2+3+C2N
2 1+C2+3+C2+1
2 1+C2+4+C2+1
2 1+C2+3+C2+1
3 HC3+3+C3+1
3 1+C3+3+C3+1 3
113518'
custom
29.464 - 33.185
HC2+3+C2+1
2 2.C2+3+C2+2
2 2+C2+3+C2+2
2 1+C3+3+C3+1
3 HC3+3+C3N
3 1+C3+3+C3N 3
1/a-1/r%i
33.186 - 38.222
2+C2+2.C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C3+3+C3+2
3 2.C3+3+C3+2
3 1+C3+2+C3+1 3
'- -31.052
1+C2+3-M+l
2 1+C2+3.C2+1
2 1+C2a4+C2+1
2 1+C2+3+C2N
3 1+C3+3+C3+1
3 1+C3+3+C3+ 3
t20'
custom
31.053-33.185
1+C2+3+C2+1
2 2+C2+3+C2+2
2 2+C2+4+C2.2
2 1+C2+3+C2N
3 1+C3+3+C3+1
3 1+C3+3+M+73
custam
33.186-38.222
2+C2+2+C2.2
2 2+C2+3+C2.2
2 2+C2a3+C2+2
2 2+C3+3+C3+2
3 2.C3.3+C3+2
3 1+C3+3*C3+1 3
"MIN. SASH MOTH (FLANGE WINDOWS)= OVEMLL WIDTH-5555E
2
MIN, SASH WIDTH(EOUAL-LEG WINDOWS)= OVERALL WIDTH-57.556
2
NOTES:
H OVERALL(TIP TOTIP) DIMENSIONS SHOWN. FOR EOUA C WINDOWS. WRTRACT(-FROM THE
TIPAOD TIP DIMENSION IN THETM ETO OETERMINETHE WINDOW SIZE-
2) FOR SIZES NOT SHOWN ROUND UP TO THE NEXTAVAIIARLE SIZE.
12'M J(+O,C —t�j
2-ANCHOR
CLUSTER DETAIL
GUIDE TO ' THEE+ISH'' 'CENTEREOATTME 3
USING ANCHOR MEETING MIL T
QUANTITY 22-112- .o.c. —
TABLES FOR
9 MAx.
XOX WINDOWS: , ----� r---
o
3-ANCHOR
CLUSTER DETAIL
ANCHORS
SNTEREDATT)
MEETINGRNL
5X9' MAX.
REPEAT ANCHOR PATTERN AT SILL
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cam',
ISO!
':FLORID?..N 1
"""S/ONAL 0 "
�11... 1110\\
A LYNN MILLER. P.E
INSTALLATION OPTION 1
ANCHORED THROUGH FRAME INT02X WOOD FRAME
OR BUCKSTRIP. SEE NOTE 2. THIS SHEET.
EDGE DISTANCE I
1W MAX.
SHIM
V
OVERALL
HEIGHT
EMBEDMENT
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETE/CMU.
I� 1/0' MA%. SHIM
EMBEDMENT
T—
EDGE
DISTANCE it 75
TYP. ANCHOR ttPE
EMBEDM12MIUD
EDGE DISTANCE PER
SUBSTRATE,SEE '
TABLE 18
I I.enE�GTHuCENTENEO
VISIBLE
LIGHT
HEIGHT
TYP.ANCHORTYPE,
EMBEDMENT AND EDGE
DISTANCE PER
SUBSTRATE,SETABLEI8
S NOTE B FOR HEAD TYPE
EXTERIOR
V
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND I%BUCKSTRIP
INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET.
1le-MAX. SHIM EMBEDMENT
SASH VISIBLE L
UGMWIDTH IZ
EDGE
iT DISTANCE
35
{� VISIBLE LIGH
I LIGHT WIDTH
EXTERIOR
�f
v 14 15 O • ttP•ANCHORTYPE,
EMBEDMENT AND EDGE
OVERALL WIDTH DISTANCEPER
SUBSTRATE, SEE TABLE 18
HORIZONTAL SECTION A -A K NOTE B FOR HEAD TYPE.
(SHOWN WITH I G. GIAZWG)
Na-MAX. SHIM
INSTALLATION
OPTION 4
ANCHORED THROUGH
1
FRAME INTO METAL
1
TYP.ANCHORTYPE.
EMSEDMENTAND
EDGE DISTANCE
I
PER SUBSTRATE.
' BEE TABLE 18.
OR STEEL STUD. MAY BE VERTICALOR
HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE
(SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 18,
NOTES'
ANCHORS LISCE ED
ONLY SIJSSFOLLOW
LIMITS.
TABLE 18. FOLLOW EMBEDMENT EDGE DISTANCE LIMITS.
T BLE EMBEDMENT AND E
1
ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE
j
OFTHE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
1/A'WV( .
EMBEDMENT
18. ALL WOOD BUCKS LESS THAN I-1R THICK ME TO BE
SHIM
s
CONSIDERED 1X INSTALLATIONS. IX MOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
EXTERIOR
•
WOOD BUCKS DEPICTED AS 2X ARE t-ffi' THICK OR GREATER. IX
EDGE
TYP. ANCHOR TYPE,
AND BUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY
DISTANCE
EMBEDMENTAND EDGE
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
RESPONSIBILITY OF THE ENGINEER
THERD.
INSTALLATION OPTION 2
DISTANCE PER SUBSTRATE,
OAND RAH FFECTOF RECOS
ORANCHITECT OF ftELORO.
ANOHOREDTFROUGHFRAME
SEE TABLE IB
DIRECRY INTO CONCRETEILMU.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERREDTO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
Min. E09e
Min.
AleNar
Su55Uale
OMalrce
E.Wrnnnl
SMIIem Fine(SG-0.55)
WIT
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1112Steel,
ARmtirvun, fi063-lS miA
MB'
S.M.
SS Scrtw
A35 Steel
3,8'
Stael Stuq Gr.3J min.
YB'
0.00T 5' (18 (18 Ga)
Cowrete(min. 3B5 YSi)
1'
1-3IK'
IlV610SG
CreteF aL
Un9mutw CIVIL! IASTM O99)
241T
14/T
SMeem Pire (SG=055)
1•
1+LB'
C.W.(min1SSW
1.
IYw
tla-steel
UlmPan
UngmMM CMU. OS70 CBO)
2-1
1-1M'
SOUNem Pine ISG=0.55)
1'-
1]!B•
A) MIN, OF 3 THREADS
BEYONDTHEMETAL
SUBSTRATE.
B) USE ONLY FLATHEAD
ANCHORS IN HEAD AND
SILL. PANMEX/FLAT HEAD
TYPE IS ALLOWABLE FOR
ANCHORS IN THE JAMBS.
C)-UNGROUTED CIVIL'
VALUES MAY BE USED FOR
GROUTED CMU
APPLILATON5.
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EDGE DISTANCE I I
EMBEDMENT
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETEICMU.
-� IA -MAX, SHIM
EMBEDMENT
EDGE T
DISTANCE . a, -v; Ir �{
TPP. ANCHORTYPE.
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SUBSTINTE,SEE
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EMBEDMENT AND EDGE
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DIVE PER
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VISIBLE
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BUCK
HEIGHT
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IM. MAX.
SHIM
EMBEDMENT
EXTERIOR
EDGE
TYp ANCHORTYPE.
EMBL
INSTALLATION OPTION 2 DISTI
ANCHORED THROUGH FRAME SEE'
DIRECTLY INTO CONCRETEICMU.
VERTICAL SECTION B-B
EXTERIOR
V
NOTES
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX BUCKSTRIP
INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET.
Imo— 1/E'MAX, SHIM
EMBEDMENT
SASH VISIBLE
--j 12
B —r
1
LIGHT WIDTH
EDGE
17
DISTANCE
DS
I
FIXED VISIBLE
LIGHF WIDTH
If
EXTERIOR
°, •�
\PER
14 15 O
IYP.
ENT
EMBEDMENT AN
BUCK WIDTH
DISTAN
SUBSTRATE, SEE TABLE 19
HORIZONTAL SECTION A -A
8 NOTE B FOR HEAD TYPE.
(SHOWN WWI I G. GLAZING)
I� I14' MAX. SHIM
MIAMI-DARE APPROVED MULLION, FBC
COMPLIANT ALUMINUMISTEEL FRAMING
HORIZONTAL SECTION C-C OR STEEL STUD. MAY BEVERIICALOR
HORIZONTAL. SEE SUBSTRATE
(SHOWN WITH MONO. GLAZING) PROPERTIES. TABLE 19.
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE
OFTHE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
19, ALL WOOD BUCKS LESS THAN 1-In' THICKARE TO BE
CONSIDERED I INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1d2"THICK OR GREATER. IX
AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER
ORARCHOECTOFRECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO READING.
Mon, Edge
Min.
Anchor
Su55Vate
Durt..e
EmScdmeM
Southern Pine(SG=055)
WIT
1-M8"
912 Steel,
Aluminum, 6[63115 min
18"
aw6
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SS Some
A26SIeel
YB'
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Sr."
0,045` (18 Ga)
Connem(min. 035 Ms)
1"
1-wi
1IP41055
CreteFlex
Un9muted CMU,(ASTM C-90)
2-112"
1-1K
Southern Pine(SG=0.55)
1•
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Cool (min. 2.855e)
1"
1-YB'
1/4'Steel
Un9muleE CIVIL, (ASTM C 9W)
z-tn•
1-v4•
UBracen
Southern Pin.(SG=055)
FRAME INTO METAL
TYP.ANCHORTYPE.
EMBEDMENTAND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE 19.
A) MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE.
B) USE ONLY FLATHEAD
ANCHORS IN HEAD AND
SILL PAN/HEXIFLAT HEAD
TYPE IS ALLOWABLE FOR
ANCHORS IN THE JAMBS.
C)'UNGROUTEDCMU"
VALUES MAY BE USED FOR
GROUTED CMU
APPLICATIONS.
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A LYNN MILLER, P.E.
INSTALLATION OPTION 5
EDGE DISTANCE
ANCHORED THROUGHFIN INTO 2X EDGE DISTANCE
.
WOOD FRAME O0.0UCNSDLPEDGE Imo_ EDGE
DISTANCE DISTANCE INSTALLATION OPTION 5 1/4-MAX SHIM
AND EDGEANCHORDISTANCE
TANCEMBEDMENT ANCOOREOTHROUGH RBUCKINTO 2X TYP. ANCHOR TYPE, I �n
AND EDGE DISTANCE PER O WOOD FRAME OR BUCKSTRIP. EMBEDMENT AND EDGE U
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Di ANCE I EDGE LIGHT WIDTH I 12 �_l I I �1 I EMBEOMEM alu0.!_ n
TYP. ANCHOR TYPE,
EMBEDMENTANO
EDGE DISTANCE PER
SUBSTRATE, BEE
TABLE 20.
VISIBLE
LIGHT
HEIGHT 52
EXTERIOR
FID ED VISIBLE
UGHTWIDTH
EXTERIOR
v I
— BUCK WIDTH
HORIZONTAL SECTION A -A
(SHOWN WHH l G. GLAZING)
MIAMFpADE APPROVED MULLION, FBC
COMPLIM4T ALUMINUM/STEEL FRAMING
OR STEEL MD. MAY BE VERTICAL OR
HORIZONTAL. SEE SUBSTRATE
HORIZONTAL SECTION C-C PROPERTIES, TABLE 20.
(SHCWN WTDI MONO. GLAZING)
SHOWN
NOTES
MAX
A
1) USE ONLY SUBSTRATEFPPROMMTE
ANCHORS LISTED ON TABLE 20. FOLLOW
EMBEDMENTAND EDGE DISTANCE
EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION
MY BE USED ON ANY SIDE OF
EXTERIOR
THE NANOOW.
� T
EDGEDISTANCE
2) VISIBLE LIGHT WIDTH OR HEIGHT
i
(ALSO REFERRED TO AS DAYLIGHT
EMBEDMENT
TYP,ANCHORTYPE,EMBEOMENT
OPENING) IS MEASURED FROM BEADING
INSTALLATION OPTION 5
MO EDGE DISTANCE PER
TO BEADING.
ANCHORED THROUGH FIN INTO
SUBS1RATE.SEETABLE21.
B) ANCHOR TO BE INSTALLED WITHIN
WOOD FRAME OR BUCKSDiIP.
2d2'OF FIN CORNER
VERTICAL SECTION B-B
�-{ Il4"ANX.SHIM
NSTALLATION
iOPTION S
ANCHOREDTHROUGH
INTEGRAL FIN INTO MET
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER —
SUBSTRATE. SEE TABLE
2D
Arc6M
Subsfiate
Min, Edge
DiSlanm
Max.
D.C.
Min.
EmteEment
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TABLE 21: MATERNL PROPERTIES USED
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Head, Flange Frame
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2
624039
Head, We9ral Fin Fame
Al.. 606&TG
3
624040
Head, Equal -leg Fame
Alum. 606&16
4
624001
Jamb, Flange Frame
Alum. 6 T6
5
624017
Jamb, alegml Fin Frame
Al.. �T6
6
U2
Jamb, Egletleg Fame
Alum. 60G3-75
7
624035
Sill, Flange Fame
Alum. 6063-T6
8
6240M
Sill. Integal Fin Fame
Al., 6063T6
9
624037
Sill, Eq 14eg Fame
Alum. G0 T6
10
6241DI
SRI Adaptor
Alum.6 116
11
624043
Sazh PW Rail
Al. 60l
12
62400(1
Sash Lock Rail
Al.. 6005A-761
13
624041
Sash Top Is Bottwn Ral
Alum. 606XU
14
6240V
HD Meeting Rail
At.. 606316
15
624DOS
Sld Meeting Rat
Alan. GOOEA-T61
16
624D47
Screen Adapter
Alum. 6 1116
17
624051
Installation Hde Coe,
Alum_60E}M
18
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Woad Adapter
Al.. 6063-M
19
624042
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Alum. 606116
20
624015
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Al.. 6063T6
21A
624009
IG Bead
Al.. 606 Z
21B
624011
IG Snap Beat
main. 6 T5
22
6240M
118' & WIT Bead
Alum. 606; T6
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6TP247
Glazing Bead, BUb Vinyl ar k1324013& N2d026
vinyl
31
(1
Glazing Bead, Bulb Vinyl Im Y,G240096 N24011
vinyl
32
712653K
Moro s.1b, Block3 X W X V
Neope.
33A
7171%
Lami IG Selling Block W s W a 1-1714-
Ne.m.
33B
624014
IG.SR.P Selling Block
Vinyl
35
724045
Sxeep Latch
Cast Zinc
36
712M
Weep Hole Cser
Vinyl
37
41M
Me Plug
vinyl
38
724021
Leek Rail Cger, (ITT & RH)
vinyl
39
724050
Pull Rail End Cap
Vinyl
40
724048
Roller Housing 8 Sash Guide
vinyl
41
724052
Roller Wheals
Bass
42
724054
Sash Top Rol Gaskel,(LH 6 R0
Pdyethylene
43
724055
Sash Bot Rail Gasket, (1-1i18 RH)
Polyethylene
4d
724057
Fame Header Gasket, (W & RH)
Polyethylene
45
724058
Fame Sill Gasket, (LJH B RH)
PdyeNylene
46
724061
MeeBrg Rail Gasket
PdyetWero
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Weatherstrip, .18T a .170-, Fin Seal @ Sash
51
Weatherstrip, .187' X .270-, Fin Seal @ MR
52
67070
Bltlb Vinyl
W
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910 X31F PR PH EMS(Wndload Adapter)
Stainless Steel
61
781PDX
H8X1'0d.PHSMS(Fame&Sazh Aasem*)
Stainless Steel
m
Alumiwm Screen WM Fibergass Mean
Varies
70
dingKonfis,xice ISG TPS
n.2
Sliest
See 14for
Malenals
71
Super SpscerN
72
1
Guaner Duraseal Spacer
73
-
Cardinal J Edge Spacer
74
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Silicone
7_[77.9 yIT,I M WIN 17yra1) P12rGI 7
K 61 Nic_rt�iurt
NOTES:
1) ALL CORNERS TO USE GASKETANDIOR SEALANT.
2) SOME PART=PTIONS NOT SHOWN ON DRAWING FOR CLARITY,
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7Of
S A 4U
SOT F [V`
""NAL LEaG�
A LYNN MILLER. P.E.
P.E a Sines