HomeMy WebLinkAboutNOACOUNII( �`
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMR41STRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
w .miamidade.gov/economy
1070 Technology Drive, SCANNED
Nokomis, Fl. 34275 BY
SCOPE: St. Lucie County
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 ash cnbed ere' and has been designed to comply with the Florida Building Code,
including the High Velo Hurricane Zone.
DESCRIPTION: Se es "SGD-670" Alumi m Sliding Glass Doors w/ 900 & 1350 corners -NI
APPROVAL DOC NT: Drawing No. GT0128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1
through 22 of 22, prepked by manufa5wef, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn
Miller, P.E., bearing the Cou ontrol Revision stamp with the Notice of Acceptance number
and expiration date by the Miami-Da�C unty Product Co tsol Section.
MISSILE IMPACT RATING: one: Approved Hurricane Pr tection devices, complying w/ FBC, as applicable
are required.
Limitations:
1. Max eight (8) panels configuration it is allowed, ha ' max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6 7 an _ or 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 corner 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 fled 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 # 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.
MIAMMADE COUNTY NOA No.17-0420.09
• X.M. lowExpiration Date: April 07, 2020
Approval Date: October 12, 2017
� aa111 Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED
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 06108116, 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, #11-1018.17/009-0826.13)
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 ATI72138.01-401-18.
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 #15-0430.08).
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
01130115, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09. 1 ��
haq I. Chanda, 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 ftR).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file 414-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5" 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 (0 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
I. Statement letter of conformance to FBC 2014(5`h edition) & FBC 2017(6th 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.
n t •
Ishaq L 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 & GLAZING DETAILS ON SHEETS 4 & S.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300.
C.. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3)ANCHORAGE: THE 33-1/3N. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS
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 6-14.
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. l\
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONE, ANSI/AF&PA 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, FTL-5980, FTL.5907, FTL.5994, FTL-6002, FTL-6034, FTL.6035,
FTL-7554 AND ATI 72138.01-1401-18
TARI F A'
Mcbor
Oroup
Mckor iyne
Fnme
Member
6MbMmm
Min. F49a
DUMB.
MIA. D.O.
OlCana
Min.
Finbdmenlw
Neal4m
A
p121BJ1 EMS,
(Fy=SB kai, F.a 95 ke1)
#12410 as sms.
(FyWkel, F„=110 k59
All
Soomem Pine (SG •0.55)
&ifi'
)/B'
1.3V41'18'
fi08gT5 ANminun
w
0116'
moor
'XIS Steel
3R'
Wis.
0.057
Gr. M Steel Slut
BR'
Wis.
So9S(18 Go)
1/4' Elm AWwOelc40
Fy57 ke. Fy9B kel
All
Commte min. 222 kol
142
3'
14kIB'
Jamb/P-book
Film Blwk TM CAD)
2'
3'
T
Jamb l P4mok
Hollow Black iM C00
2'
w
1-11P
All
S"'I Plea G=0.5
1'
1•
i-WS
B
M12 Steel SMS (Gr. 5)
(min.ol3Buead beyond
m0I418Watale)
All
Sm m PIR (SG =0.55)
W e'
T/8`
111
WW-�AUnIn.
ant
W18'
Dew
ASB Ste
W8'
WI6'
Dow
1Sel
Gr. 335Mem1
&B.
Wis.
0.045" 18Ge
C
1/4' Elco UR.CoglP
F-165 k.I, F„•17lI
All
Co.iete(min. 2.85 keg
1'
4-
11
4mok
HNlaw Stick IASTM COS)
1'
fi'
1-11Y
1/4' Elco UtffiM
Fy155 kai, F. 14
l
Con r M otih 2. a
2d12'
4'
14T
I,
FNed Bbck (ASTM Coo
2-lIT
4'
144'41ook
Hollow Block ASTM C00
2-112'
B'1-11P
D
4'41033 Eko Cmte41mk
F„• 1BBd
I Sill
Concrete min. 325 kM
1'4'
11
Concrete min. 9.35ka1
1'
8'
13r4'Fy12).4kal,
k
H011M5bck CeD
2-IMY'
8'1-11V
l
Seumem Plro SG•855
1'
1) WHERE su9oFRATF.C9NonTcNS REQUIRE ANCHORAGE FROM MORE THAN ONE OFTHE ANCHOR GROUPS ABOVE.
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FORALLTABLES IN THIS APPROVAL.
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE,
3)FORSTEEL STUDS, MIN. FU =45 K81, MIN FY=33 KSI.
4) FILLED BLOCK VALUES MAYALSO BE USED IN HOLLOW BLOCKAPPLICATIONS.
51ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EMEND BEYOND METAL SUBSTRATE
ANCHOR NOTES
1) FOR CONCRETE/CMU 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 SHEI
TABLE B, SEE DETAILS ON SHEETS 4 & 5:
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.
M0DUCrREvrEW
Glass
Description (Listed from Exterlo) ro Intedor)
PROPERLY SECURED, I X WOOD BUCKS ARE OPTIONAL IF UNIT IS
Ply'"M.blbe itwlY
Iww.a aide,
Type
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
Ar .n N.17-092A.04
Gi
Wt6' s
DEPICTED AS 2X ARE 1-1/2=THICK OR GREATER. IX AND 2X BUCKS
F+WdMa D�.ur�ll�va ��oZo
GI
1)4•TEMPERED Guss
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
p, (S4 ql -g-
16'TEMPERED GLASS a&W AIRSPACE 4 VIV TEMPERED GLASS
ae�L.yk-1�w7Jwe pnd.rvccacral
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
G2A
I-I.G.: Ile TEMPERED GLASS•12'AMPAM. I/Y TEMPEREDGIASS
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
DESIGN PRESSURE RATING I IMPAUT TING
SEE TABLES I, 2830N NOTRATEDFORMISSILE
SHEETS. 78B IMPACTMSISTANCE
CODES I STANDARDS USED:
.2017 FLORIDA BUILDING CODE (FBC). STH EDITION
02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
.ASTM E1300
.ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
.AISI SIM12
.RISC 35010
DETAILS ............ 4,5
DESIGN PRESSURES....... 641
INSTALL DETAILS ......- ...... 12-14
ELEVATIONS ..................... 15,16
PANEL I SILL TYPES......... 17
CROSS SECTIONS ............ 18,19
PARTS LIST ....................... 20
EXTRUSIONS .................... 21.22
("peta1600
r;EREWAu)xem2w
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
,kL111111/r/
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
O
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
3(•
�' `ACENOF
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
*
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
? 1
#"�
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
yN0.58709
-/J
BY THE AUTHORITY HAVING JURISDICTION.
=�1.'•.-" NIIXII
-RIES 670 ALUM. SGD-NON-IMPACT 1 -""N i iniLa"`
P.•Rk• A. LYNN MILLER P.E.sco-e)o NT8 1 • 22 PG70128 C PE453TD5
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH NOM. PANEL WIDTH
PER TABLES I3 _ PER TABLES 1,3
MAX. UNIT
` `
i i t �
MAX. UNIT
HEIGHT
1
iF'N
HEIGHT
PER TABLES I-3
PERTABLES I3
i:2
POG(ET
i y
MAX. UNIT WIDTH
NOM. PANEL WIDTH NOM.
PERTABLESI-3 _l\ PI
1 s
MAX. UNIT 1
HEIGHT 1 8
PER TABLES 1-3
l�
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH
LOCATIONS USING DETAIL "Jw", °Jc",'Kw' OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL X>D X IN POCKET (p) CONFIGURATION CAN BE
A
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
i
2) 90°&136"CORNER CONFIGURATIONS CAN BE A COMBINATION
i '
OF ANY 2 STRAIGHT CONFIGURATIONS.
62,
l /�
1
J
1 a,3)
FOR NOM. PANEL WIDTH, SEE TABLES 13.
k'
= OPERABLE PANEL,
'0'
"O'=
INOPERABLE PANEL,
vocAEr w
"P"=POCKET DETAIL LETTER
'W"= WOOD OR METAL INSTALLATION
2-PANE
INSTALLATION
;IG IONS
1�'c'=CONCRETE
1 —SHEET NUMBER
MAX. UNIT WIDTH
DLO WIDTH =ROM. PANEL WIDTH-7-
WIDTHy
a \ DLO HEI= DOOR UNIT HEIGHT 12"
ANELHEIGHT= UNIT HEIGHT -1.6
r
I
� I
1
1 I O Ry MAX. U IT
HEIGH
E IZ PER It
j t TABLES I
I$W"
vac>�r j
3-PANEL CONFIGURATIONS
1 3
MAX. UNIT WIDTH
ROM. PANEL WIDTHPER TABLES 1-3
i� fE7 o iV Eon
m 1wHEIGHT
PER TABLES I- Home
141 141
MAX. UNIT
5-PANEL CONFIGURATIONS
wlsshEET
��0 II
f(1 m f[7
mc,
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM.
1
g
1 igg'G. MAX.
may HEIGHT
PER
UNIT
o
SEE
NOTE
Y.LBIS
F<
II�
6NEEr.
U W TABLESiJ
1
I
PoCI(ET I$� j
I
JJ
V
FYFRIIIP
m �
CfTA
fwl)• w]
4 ..0 AU ANPB
CORNER, TYP. I m`
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
_*;•:*=
Na. seras •'r
S A P
'
R Gr7NF1rllPAT1AN.S
2 •2 22 1 PGT8128
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
NOM. I
PE
NOM. F
PE
MA)
HE
PER TA
MA)
HE
96' (
r
G
/d9./Sa.l^uRa.nT..R.a
_ iY>IiF7it�V'lfFsiE7
��iFl
iV
Q-7
i[7
iV
m
[FrQr
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "JW', "JC, "KW OR'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX W POCKET CONFIGURATION
CAN BE OXXXp.
7
2)90'8135- CORNER CONFIGURATIONS CAN BE A COMBINATION
QG'
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH. SEE TABLES I3.
8
'X' = OPERABLE PANEL,
'O'=INOPERABLE PANEL.
"p'=POCKET
I F—DETAIL LETTER
'W = WOOD OR METAL INSTALLATION
r
GC4R:i ]^ul�i td.4 G.A
fCl®�Q�lit)�7
i{:�iF�
iF/
Q7
f[7
fE9
�
Vl
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH —
NON. PANEL WIDTH
PER TABLES 13
MAX. UNIT
PER TIGHT
ABLES iSVl/�1+`/
IWt118}INU
CErsI. oFAUnt I?Shtl
W"e=CONCRETE INSTALLATION
4—SHEET NUMBER
DLO WIDTH =NOM. PANEL WIDTH-7'
DLO HEIGHT= DOOR UNIT HEIGHT -10.12S'
p
PANEL HEIGHT= DOOR UNIT HEIGHT -1.866'
12
a
ca5er i �
i
i
`r---
I
I�&p
ASH
3 a3 V I PG70128
�.� NY LYNN
•.}CENs.fl _
* ; NO.58706 =_
D liq-
A'• Offl�J�. • Ire '.
GLAZING DETAILS (G1 & G1A)
3/16' T GLASS
74
EMRIOR
a
3 4' NOM.
GLASS
75 BITE
EVERIOR
56
3116" TEMPERED GLASS, TYPE G1
1/4' T GLASS
'
75
/RODUC iREV6®
-
'
ueyepl]be Wm�1. ieufla
Ez]EwoR
eap.rlre D.m��y2a
3
6�
G
GLASSASS
nIm ialmCmw
BITE
]8
RD
54
�lll lllll!]I�
1/4' TEMPERED GLASS, TYPE G1A
,`1�9..........• ,���.,
* r No, 5B705
GLAZING NOTES:
T=TEMPERED
]s
GLAZING DETAILS
�'iSeONALItiNG
SERIES 670ALUM. SGD-NON-IMPACT
OeD5�1] L CNANDESTHISSNEEi.
�.aia
M "YNNMILLER.PE.
JR DYM'14 o.ua
M
Nammnv�nm
4
scDcm NTS 4 a22 P078f28
C PEAsSms-
GLAZING DETAILS (G2 & 32A)
SILICONE
HOT -MELT BUM
1' NOM.
STRUCTURAL
SI CONE
BTRUCiAE
FOAM
y18'NOM,
POLYISOBUM1/4•NOM.
WITH
3A8' T GLASS
WITH DESICDESICCANT
50 AIR SPACE
EXT. GLASEXT. GLASS
3/15' T GLA55
TERIO
/ti
. GLASS
IW.. GLASS
�Y 83
12a1P
KODISPACE SUPER
1y4SGTPS
SPACER9NXT7M
(314"NOM.
79
ALUMINUM
�I.G. GLASS, TYPE G2
REINFORCEMENT POLYISD..
DESICCANTFILLAREA
BUMENE
5/18•NOW
W18'NOM. SEAL
BUTYL&
SILICONESEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT.GLASS
1"NOM.
EXT. GLASS
-
1/4• T GLASS
11T AIR SPACE
INT. GLASS
INT. GLASS
0 ooucr RDYam
va rcuss
DURASEAL® XL EDGEie
76
0 z
ExrEwoR
SPACER SPACER83
>ro
Aowwdry
12a127
314"NOM.
Part# DeSaiDtlon
Material
GLASS
BITE
s
55
\f 111 f 11II
REFERENCE TEST REPORTS: M-8717, 8M & 8970
1" I.G. GLASS, TYPE G2A
�.: No. 5810.5 —
—9
GLAZING NOTES:
'T=TEMPERED
rvN "t7 GLAZINGDETAILS
%t<S.'••.A?oR101.,.-G�2�
(wf/te6faa0
.. `
WNY1J CHANGES SHEEr.
GrRr. OFAUW ueAe SERIES 670 AL UM. SOD -NON -IMPACT
Jri� ,
IIIIIII\
JR C NO THIS
y JR— S
JR o2r16'ra
o-Nr
,1°NA` �,16 ® ss.s NT5 5 a 22
POT0128 C
II
A. LYNN MILLER P.E.
P.Ez58705
124
Kommetlinp 45G TPS Spacer System
125
Guane%Super SpecernMwllh Hot Melt Butyl
See this
128
Guane% Dumseel
Sheol for
Materials
127
CaNinal XL Edge Spacer
^y Dealgn Pressure (DP) and Anchor Quangties Required, (tor all approved configum ons an Sheets 2 & 31
FacasmuUagel unchoaoe ov 90' Dr 135' carer ungs, sea s0.011
Table epPlhu to all GI... Iy and
Daef Ung
HeIBN
Bar
&
�
�
Ilh Stio Ashegel Wine shown MW.
Pssghe(+)W rmy W tinged by
Table 1A
8g-IB
B"
/
O
Mcha GmuD
nw
qrm rGD
Mcaanmp G
clv reap
q O C D
A B C 0
A B C D
A 0 C D
Men.
+90.0/-19.1
+BaO/-1�
+80.0/-1108
+90.0/-f029
17"
HeaelSiA
G+f G+I GN GN
GN GN GH G+1
GH GN GH G+1
G+1 G+1 GN UN
0.0
.hoe
fo 1
8 1 8 j 0
10 1 B 1 8 1 0
10
B
B 0
10
a 8
0
P4 k
s+i
0+] B•] 6+7
7.0 7+8 1+8 7+8
T+8
]+8
T+0 i•B
T+8
]+8 i+B
7.8
Doebo Pmsswe
+910/-10d3
•20.014W..2
s90.0/922
+&5.3/E5.3
2S'
HBsd8111
UN GH C4 I 5+1
C9.1 GN U•1 GH
G+1 G+1
GH GH
C4+1 U+I C4+1 G-I-
mo
,gob
10
1 8
1 8
B
wj
B
1 8 1 B
10
8
8
8
1
Pink
B•]
8+7
6+7
0+7
7+8
719
NB 1+8
7+8
T+0
]+8
T•a
7+8 7+8 ]+e
Ous'nPmasum
+80.212B
+8i.I
+wo/40
+TSB/ -".a
HaeWSYI
01+1 GH C4+1 G+1
G+, Gtl
f&7-3
G+1 I G+1
C4+1 I G+1
I C1+1 I cf1I
U-I U+1 G+1 U+1
0
,hob
10
B 8
18
f0
I 8
I 8 I
a
10
1 B
1 8118
i
B 8
B
G
§
P-0ook
B•T
BN 6 ,
BN
7+0
7-8
rib
7+8
T•0
7+8
1-8
B
T+B
7+9 I..
I 1 B
Os "n PnasaD
•817/A3.T
•70.4/-78.4
N16/-7til
+B.B8/45.8
15'
HealSill
G@
G+2 G+2
G+2
G+2 G+T
G+2
G•2
C4+2
C4+2
GH
U
Gn G+1 Gal G+1
a
Mo
Jnnb
10
B B
8
10 B
B
a
10
1 0
B
I 8
e I e
P-h k
I e+i
IBN1 GT
BH
he i•B
7r8
)+8
7+8
7+8
7+0
7-8
7+8 1 7+8 1-
h,Pmsswa
I
20/-R
+#3.fi/61.fi
+W.O/,60
41'
K2215111
U-2
U•2 U+2 G•T
G+2 G+2
G+2
G+2
fA+2 G+2
G+2 G+2
C 2 C1•2 C9+2 C4+2
ULo
.hob
10
8 8
8
t0 B
8
0
ID
e
0
8
to
a a 8
PAmk
"1
1+7 BH
BN
T+B ir8
T+8
T+a
7+0
7+8
7.8
7-8
PB
AB 1+B 7+B
a55 Pressure
aR0+67.d/d/9
W..0/-81
.1.11 4.7
41
HaeNSn
G+2 G+2 G+2 G•2
G•2 U+2
G+2 G✓2
U+2 U+2
C 2 U•2
U+2 G+2 G+2 U+2
M,
DLO
,gme
10
e B
B
f0 8
e
e
10
a
10
a 8
B
P4mk
8•T
BN 6+7
fi+T
T•B 7•B
T•8
>•B.
NB
1.8
7+8
LA
T+8
IA
+8
T•B h8
NB
Gs nPlmawa
+69.1/d9.1
+GO/E4
•5>B/4f]8
+50.fi/60.6
53"
HeaN5s1
1
Clay
G•2
m„
OLD
.hoe
10
8 a
8
10
8
B
8
10
e
B
B
f0
a 8
8
P4mk
6+7
6+7 6+7
6-7
7+8
1 7+9
I '--I
Ne
1 NB 1+8
7+8
FOR EXAMPLE ON USING TABLE, SEE Stitt I f.
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.888"
SIII Height tD Max. (+) DP
(Water Infiltration Rating)
SIII Riser Height
(+)Design
(Flat or Box, see
Pressure Pef
Sheet 1T)
Flush-1-112"
see note
I-2-1/2'
+46.77
Medium-3-1/4'
+60.0
High -4"
+90.0
OHLENGTH
OH RATIO = OHLEOH —HEIGHT IGHT W. IN
OH RATIO 2 1
SEE NOTES 1-3 SEE NOTE 3
1NOTE$: '
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4- SILL.
WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE
114' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE
ATER 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 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 NOT
REQUIRED. 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
QUANTITY, ANCHORS ARE SPECIFIED AS THE TOTAL
OUANTRY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
------- -__ _. _. _
Int ruul2vvineau�cone�n..�n�„�ckstle..,Jamb....Straig.......__...__....__.__.___._...__.___—_._..__.__._.
Straight Astragal
Lockstile@
9Aeeembly
Lockstile@
-
13
Lockstileg
Interlock
P-hook
Wckstile®lamb
Assembly
Straight Astragal
Assembly
SO- Astragal
esemagal
Assembly
135'Asgagal
Standard5tlles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty5tlle
Heavy-duty5tlie
Heavy-duty Stile
Standard Astragal
oumideC
Outside
Inside
Corner
`^--U
6Garner
'11
Insitl'e�1
Corner
outside
eJ�J
Inside Cor
Garner
Part#60(x2)
Part#60
P.H460
Part#60 (Stile)
Part 1160
pan #61(stile)
Part#330 (Comer
Part#119
Part #120
Part 067(Mtragal)
Receiver)
F"DUCr REvign,
4r44.Plyki WM ft Fl4Kh
(out)
(In)
Part a61 (stile)
p,1"QjSY LYI
`VA,
Parts#31 
Part#61
�1 ,-- VCENSF •'•.y -
•
(Corn. & Fxd Mount)
� Q: ;tam .
1t: NO 58705
;*
9:U
7ANCHOR413E
.O;oRlon..•
nrnanmvaac aoDem Nis & +22 PGTg128
I I-a.=w. TARI POA II
Oeslgo Pressure (OP) and AnoherCuanti Required, (forall approved configurations on Moota Y R e)
Fwcenwrnlnpl andnoolia lair comarwY, w Man I
TGeupplb tom awe types eN
U•
gpruntw
Po•
OT
1 B
1m'
IM sliWAstlu3N ape ownn
I
-9•p
0-7LO
7IB'0
-la•0
-I
1/0 O
10'
O
wiew. P.IW(+I DP m
G
Arepor
Me t mu
r D
^^-0w ,cop
x r ,o.p
m
ra v
Iwp
an", T.N. U.
A B C 0
A L
A B C O
p B C 0
A B C 0
A B C 0
B C 0
A B
C O
de Pa.-
.B -
.m. -fuB
relax.➢
+m.o/-r B
+m.B -meB
.m.B/-c
.B
.Ba
e
.�.
IT
w 110
G+t GN UH GN
CN1
GN GH GN
CN1 qN GH GN
GN
G+1 CMI Ufl
GN
G+1 GN Uq
GH
qH G+1 GN
GH
GH CNt
GN
GH GN
CM1
Gfl
me
Damp
10 e e e
10
e a C
10 e e e
+o
B e e
1B
+0 m to
+0
10 10 m
io
- m ID
m
m t0
10
f0
P- k
rro na w0 >.e
Tfe
na T.e Ae
>.e T.e r.e n0
r.e
r.e T+a r.e
wa
ew a.e e.9
MD
e.a aw e.D
0.10
wl0 0.10
w10
6.10 en0
wt0
w+o
.0.
.m.0/-H1.B
.00.0/-1d10
fm0/-rR2A
+mOLf110
+N.. .16a.
.W.O/-00.1
.DaO/-0.11
feT.6/dL8
33•
rbeNBN
q.3 CS+R Cb1 GN1
WN
Cb1 W+1 C5+1
q+t
C5+1 Ce.t q.1
CS.t
W.1
Cs.t
Cbl
W.1
Ce•1
GMt
q+l
Wl q+t q+t q+t
09+1 0.1 q+t G+1
C5+1 C6.1
apt
W.,
]0.
reD
aamp
12 10 e E
4
10 0 a
13
ID e 0
13
10
e
0
q
t0
10
10
1R 10 10 10
12 10 10 10
4 10
10
10
PLvk
bD Bw 0+8 af0
bw
B+D by bB
B.B
bD bD 6.B
bB
pB
wB
aw
0.0
ew
Bw
b0
0+B b9 Bw bD
Wo w10 w10 9.10
wta w10
w10
wl0
p}.ylPrevue
.90.0a121D
.DaO/-1feA
.:oo/.1gT
.W.O/da3
.m0/d1d
.853/453
48M1O/�.0
ws9/-7B]
N
IMaN6a
q.2
q.: C 2 C 2
C9.2
C6w CM2 e3.2
01
CN2
qw
0.2
W+2
CN:
W.1
Cf.1
WI C5+1 W.1
q.I
q+1 LHI q+1 LH1
q.1 Cbl C5.1
qH
Cb1 q+t
c5.1 co+,
]�
m
ynip
12
t0 a a
1 12
10 e e
13
10
e
e
13
m
a
e
v +o ID
t0
v 10 l0 m
1210 101019
10
+0 10
Plvl
a+9
e.e e.D B+D
wD
e.D b9 e.9
bo
bD
e.e
a'.G9
e.D ew a+a
&a
1 8.9 11b9 e+.
w1. wlo w10
w10
B.tO wi0
wt0 ..10
GBW1 wBq+T
HW.0/-I.a
41a+.l
A
1.1-aTe
+19/A1.]
+717/-
.LMa2 /C-TeO.-01
.C6W13
/Cibe5l
Cew Cb] C5+1
C3.2 2 252 CM2q2
q2
CHB2 qw
012H2
Cb2
M
0.3 C51 C5+2W+2
Ww C5+2 CId3T
06+2
Cb] CMt
Cb1
q+l
ai
OS
O
12
10
is
is
1 12 1 10 10 ID
11
10 10
to
12 10 10
10
12 10
10
10
Pr
Bw
e.0 B+D a.B
a+9
e+D
bB
a+B
wB B.D
w0 B.B
0+9
bD
Bw
b8
be I ew 019 1 8+0
Bw
8+0819
6w
w10 0+10 w10
BN0
0.10 w10
w10
oH0
ea-w Prio.
.Po.O/-/02D
+m.0/dB.O
+Br.9/-02]
+000/-m0
+AB/ -)AB
.e0.6/d80
.OAO/dA0
+000/-000
N•
weNSYI
W+3 CSw Ww Cew
Ca+2 C5.3 q+3 CN3
C5+2 CY3
C5.3 Chi
qw Cb2
W+2 W.2
W+2 +2 q+R C6+3
q+2 S +2 C5+3
q+2 C5+3 CH3
q+l
C5 C5.2
G+3 qN
BB'
K0
Lmp
13
10 B
e
12
10 a e
t3 l0
e e
1x t0
a e
12 l0 t0 t0
%2
R 10 l0 10
lx l0 t0
t0
rz t0
l0
to
PimoM
Bw
9.B B+B
0
B
a+B b0 bB
d.B Bw
B+B 0
+B
ba O+BbD
wf0 B+1p 8+10
8+10
B+1e G
8+10
8+10
51,
q.
IT
mo
Do"PM309
+0].0/A3.0
aL3/-TL1
K0.B/d0.B
.0].9/tl.0
Notevallable In llnse done
HVYan
G.3
CNJ CN2 G+R
Ch3
G.I G.IG.2
002101.21G+2
G+R
G+2
CN3
G+R
Gw
Jvrb
io
B e e
10
a e
a
l0 e
a
a
10
0
e
a
Pdm.
r+e
T.5 r+e >+e
T.0
1.9 I I.e
I r+e
I.e 1 T+e
1 1..
1r.a
rro
»e
Tro
rro
53'
Cure
Do"..
.I1.2/-TB3
+)1]/d1]
Kd0/-060
.800/-Sao
IM T90
Gw
CN] G.3 CNJ
G+] G+] GN
G+]
G+2 UK
Gf3
CM2
G+2
CN3
Gw
G+]
Jam
fp
e a e
10 e e
a
+o a
a
e
to
e
a
a
PJ A
ne
r.a ne r.a
T
T.e oe ae
1 >.e
r.e ne
ae
r.e
na
ne
l.B
>.e
L--EXAMPLE ON SHEET 9
Interlock
P-hook
Lefkstile@lamb
Stralght Astragal
Assembly
Ladrstile@
Straight Astragal
90-Astragal
Assembly
Leddtile@
90-Astragal
13Vkatragal
Assembly
Lockable@
nVAstragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStile
Heavy-dutyStile
Heavy-duty Stile
Heavy-duty Stile
Standard Astagal
°''1�I�
.JJJ
Outside Corner„
T'.•ls����1-1�'-l.Jl
1.�p�
Insideide [omer'II
Dutsitle
Corner
Or
Come �1
Corner
Inside
Corner
outside
�
Corner
d1JJ
Part tlbl (x2)
Part1t61
Parttl61
parttlfil (Stile)
part#67(Astragal)
Part 061
Part tlfi"St"'
Part pllg(Comer
Receiver)
part kil9 (Out.)
part tl120(I11.)
Part 461(Stile)
Parts tl31"#2u
(Lom. & Fad Mount)
P2rtg61
NOTES;
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4- SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER OF IS 46.67 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 PRES. UNCHANGED). SEE TABLE 2A.
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 2 MAY BE USED WHEN THE DOOR IS
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (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, OH RATIO = OH LENGTH
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT
REVISED TABIP2
(g118801600
tt'Rr.OFpIlMeBlD9
SIII Height to Max. (+) DP
(Water I1lfiltretion Raling)
SIII Riser Wight
(.)Design
(Flat m Boa, an
res
Psure, Pf
Sheet l7)
Flush-110
see noto3
Low -2.1/Y
+46.87
Medium -&1W
-We
High-4'
-90.0
SEE NV t t51d
DLO WIDTH =
NOM. PANEL WIDTH - 7-
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT=
DOOR UNIT HEIGHT - 1.866'
PRIM f REVISM
,AwA%&w d,,Rlba
bBWnDCaae
A,o,r.P+TNa�O°�
e.01re4r dte Yln l7 .�j
-
af3.' Pw.ace.trm�
OH LENGTH - ppUuur
OH RATIO 21 � p:
SEE NOTE 3
ac0e7d I NTS 1 7 • 22 1 PGTO128
*.; No. 0705
,13
Y;
iv ORION.." N
kx
'//SIONAL e,,10
1j1111I1111a
A. LMAAu1EK P.E.
P.E958105
TARI Fri -
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheeta 2 8, 3)
Far.cur., dne,al anchorage on 90' or 13° comer unite, sea Nell
Table applies to ag Ghee type and
IN BBIdAsleagel types shown
Mm.. Positive (1) DP may be
trailed by Table M.
Door Vnit
Height
Bra
G`
80'
pr
69- /8' DLO
8 TW OLO
Anchor TBP
or ype
Anchorrype
Iwhar pe
A B C D
A B O 0
DS91gn Pn)991IIB
+
a
+ .
1T
the Ysill
G+1
G+1 Gal G+1
G+1
G+f G+1 G+1
Gat
G+1
G+1 Gal
G+1
C'1♦1
G+1
G+1
DLO
Jells,
10
B B 8
10
8 B B
10
B
0 8
10
8
a
B
P-Inok
]+B
7+8 7+8 ]+B
7 B
7+8 7+8 7+B
Ovarge Pree.
+900/-159.5
+90.0/450.3
+900/438.2
+90.01-128
37
Z;t'
Head15111
C8+2 Gat C5+2
C5+2
C8+2
06+2 CS+2 C5+2
C8+2
G+2
0+1
C5+1
C9+1
Oe+t 05+1 C5+1
OLO
Jamb
14 12 8
a
10
12 B B
14
12
B
a
14
12 6 8
PHuok
orr 9+10 9+10
8+10
9+10
8+10 B+LO 9+10
6+10
9+10
9+10
9+10
9+10
8+f0 8+10 BHO
DesignPm99ms
490.01-139.4
+90.0/-1319
+910/-120
+90.0/4f0.8
3,
28•
Heed/SIII
06+2
C8+2 C5+2 C5+2
C6+2
06+2 C5+2 C5a2
C8+2
Cet2 C5a2
C5+2
08+2
C6+2
C5+2
C5+2
DLO
Jamb
14
t2 9 9
14
12 a 8
14
12 8
8
19
12
e
8
P-0oek
0+10
9+10 8+10 9H0
9+10
9+10 8+10 9+10
0+10
9+10 9+10
9+10
9H0
ONO
9+10
8H0
Cesyn Pressure
+90.0/-12a5
+900/-117.6
+90.0/-107.3
-W..0/487
47
3V
HeaNBill
C+2
CB2
C6+2A2
G+
C5+2
C2
Ce+2 C5+2
05+2
y
DLO
Jere
6
14
12
a
9
14
12
B
B
16
12 B
8
P.s
8+10
9+10 9+10
8+10
9+10
BHO
9N0
8+10
8-10
to
8+10
8+10
9+10
9+10 e+10
8+10
Design Pressure
+9a0/-175.1
a90.0/408
+90.0/-9a2
a90,0/60
41'
Haudisill
CB+3
Ce+3
C5+3
C5+3
C8+3
C6+3
C5+2
G+2
G+2
G+2
Ga2
C5+2
C8+2
CB+2
C5+2
C5+2
48'
DLO
Jamb
19
12
B
B
14
12
a
B
14
12
e
0
14 1
12
1 g
1 B
P4nuk
9+10
9+10
8+10
9+10
8+10
9+10
8+1D
9+10
9+10
9N0
9+10
B+10
9+10
9+10
BaID
8+10
Do'en Pressure
+B8/43
+77.2/47.2
+69.8/49.11
+62.6/426
47•
Headlsill
G+3 O1+3
G+2
01+2
C 2
G+2
G+2
04+2
G+2
G*2 G+2
G+2
Ga2
G+2
G+2
G+2
DLO
Jamb
10 8
e
a
10
8
e
1 8
10
B B
B
10
B
B
0
P4aok
7+8 7+8
AB
Ae
lag
]+e
NB
T+8
]+0
)aB i+B
7+8
coach pimus.
+9.2/-79.2
a7a9/-IA9
+BB/-a6
+58/-58
W,
59'
Hoad/siii
G+3
1 Ga3 04+3
1OI+3
1 Gt+3
G+3
1 C1+3
G+3
G+2 1
G+2
1 G+2 1 C4+2
C4+2
G+2 G+2
G+2
DLO
Jamb
ID
I 6 I B
I a I
10 1
B
1 8
B 1
10
B
B allal
alai
B
P-hook
7+B
1 7+0 1 7+8
1 7+8 1
7+8 1
7+8 1
7+6 1
7+8 1
7+0 1
7+8 1
7+8 1 748 1
NB 1
7+0 1 7+8 1
7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT= DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866'
.111 c
Sill Helghtto Max (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+)Design
(Flat or Bum, see
Sheet 17)
Pressure, psi
Flush-l-1/2•
see note
Low-2-1/2°
+48.67
Medium-3.1/4'
+WA
High-4'
+DOX
xe NVIesw
OH LENGTH
OR RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
21 WHEN USING THE 2-1/2• SILL, POSITIVE WATER DP IS 46.67 PEP 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 PEP MAX (NEGATIVE PRESSURES UNCHANGED).
SEE TABLE 3A.
3) 4'. 3-1/4' AND 2-112" 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.
Interlock
P-hook
Lockstile@Jeanie
Straight Astragal
Assembly
Lockstile@
Straight Astragal
90"Astragal
Assembly
Locketlle@
91Y Astragal
135'Astraga1
Assembly
LOckstlle@
135'Astmg.1
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutVStile
Heavy-duty5tile
Heavy -duly Astragal
s�
Outside Comer„
qi�j�� 4•
Insdede Cprner'11
Outside
Corner'
Insie
Colder
Inside
Corner
outside
Corner
Part p61 (82)
Part#61
Part#61
Part ilfil (Stile)
part gfiBlAstragaQ
Part#Gl
Part Oat IS"el
'a`#138 (6nrner
Receiver)
Part#119 (Out.)
paR #120110J
Pert 461(Sale)
Parts#31  
ICarn. & Fxtl Mount)
Par[#61
REVISED TASIE3 I CEM.OFA01H'I2%tl
NTS 1 8 e 22 1 PGT0128
FROBDCf ftEVISaB
uagnpltda9w+m ae PkN6
ko:Aag CoM
a..gaunw V-o47d.o�
6iaMuix mle_y.�7)..iye
�.: No. 587D5
/7 *C
SEE
SPLICE
NOTE,
THIS
24" MAX.
O.C.
24" MAX.
O.C.
42'
NOM.
PANEL
WIDTH
aIr.
EXTERIOR
NOFRAME °8+9'P-HOOK ANCHORAGE CONSISTS OF:
JAMB (5)P-HOOK ANCHORS, SEE'C5"CLUSTER MAX. UNIT WIDTH
EQUIREDQ (PERPENDICULAR TO GLASS SEE'C5'CLUSTER DETAILS,
DETAILS, SHEET 10 FOR
EXTERIOR
PLANE) SEE TABLE 2, SHEET 7 REQUIRES'06' SHEET 10 FOR INTERLOCK
POCKETS INTERLOCK CLUSTER,SEE
AND 42" NOM. DETAILS, SHEET 11
SEE POCKET (g)p-HOOK x X
JAMB MOUNTING /
INSTALLATION, ADAPTER B'MAx �nY-L xz z z z / z 'z"z zz
THIS SHEET ANCHORS MIDWAY 1 1 L x xx f
ioi 3'MAX.
B SHEET I4 BETWEEN P-HOOK
ANCHORS &AT 3° DI
ME
FROM TOP& 14• of + NANCHORS 96"
BOTTOM Ip� MAX.O.C. 14"MAX O.C. UNIT
MAX. TO OPENING i��g+� F O®=P-HOOK HEIGHT
DGE OF POCKET SEE i �1 ®� p
DETA INSTALLATION
It ®I io Z ANCHORS
m 0 = P-HOOK
0 PANEL SHEET 14 & PART � � ® I ;U MOUNTING
4CHORAGE DETAILS'J'&'K', �o, g•MAX. ADAPTER
ANCHORS) SHEET 19 FOR $ -'—ie oll---JL ANCHORS
P-HOOK fi'MAX - -
ANCHORS "
CHORALE END PANEL x' �, xxX xz ` x x -X zz zYz z
(SEE SKETCH BEL�OtM1T �•r2' �kri,x x'1° R
�•'�• ANCHORAGE
NANE,L1 e'MA%., TYP. ANCHORAGE ANCHORAGE ANCHORAGE
PANEL l 2.04' �-I
EXAMPLE: S-PANEL 2 TRACK 90' OUTSIDE CORNER- XXC(XO- EXT. MOUNT POCKET ANCHORAGE PLAN: —mlMlrrr
42' X 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6"
ANCHORAGE EXAMPLE NOTES: 1 ENDPANELANCHOREXCEPTION I"rPgNCHOMGE ONLY('
1) APPROVED ANCHORS; SEE TABLE A, SHEET 1 r .„,,,_,,. I
INTERLOCK HEAD & SILL: 8' MAX FROM FRAME CORNERS. USE
SEE"C5"CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
DETAILS, SHEET IO SHEETS 6-B AT EACH INTERLOCK AND STRAIGHT
FORINTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS
SPECIFIED QUANTITY OFADDITIONAL INTERMEDIATE
'+2'ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"
O.C. MAXIMUM.
MAX. FROM BOTTOM, 21" MAX ANCHOR PAIR O.C. (JAMBS), 14' MAX ANCHOR
VG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE
NILS ON SHEET 14.
noerc
11 FOR OTHER INTERMEDIATE ANCHORS
UPDATED EXAMPLE TO NEWANG DR QWNDTY. I CERT.OFAUIH.IYB2A➢
sO m I NTS 1 9+ 22 1 PG70128
SEE'C5' CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
- 24' MAX. O.C.
z z� 4 PAIRS OF
ANCHORS
(TOTAL 8
3t-
ANCHORS)
O.C. PERJAMB
(SEE JAMB
DETAIL
BELOW)
END PANEL
6'MA%. J� ANCHORAGE(SEE
�•rY' SKETCH BELOP)
ANCHOIVN E
SPLICE NOTE:
NONSTRUCTURAL
ANCHORS MAYBE ADDED
AS NEEDED TO ALIGN THE
DR- HEADORSILLIFASPLICE
OCCURS AT THE P-HOOK.
pLa0u0rgEvp6Bp
MWiv�L ��14 ibNde'
A.nPn.ro N. n-u,7N.n5
6.�Dwlr 6n _
awv ayc.w a�
* f No.68705 1-
9jjJJf f11) 0�t{{ I -
;0�., 6��•' (yam:
M7'
3.5"FASTRAG
USE WHERE 4 CLUSTER
HORS ARE REQUIRED,'C4')
10
ASTRAGAL'7R I (FOR SPLICE
ASTRAGAL OR SPLIC�LOCATION
INTERLOCK--�""IF
_ 204'
INTERLOCK-1 CONDITION,
NEEDED
2.04^
CENTERLINE '06'CLUST
0 AIL)
CENTERLINE
1.75'
�—
EXTERIOR
T' 7'
3.5'
"DIAL.
27"
MAX.
O.C.
2.04'
2.04'
2.04'
21"
T
5.64. MAX.
O.C.
E
RIOR
4"DIAG.
7•
E%TTE7RIDR
3.5"
6" MAX.
2-TRACK FRAME HEADISILL
v
2-TRACK FRAME HEAD/SILL
(aI ASTRAGAL OR INTERLOCK
(a1ASTRAGALOR INTERLOCK-2.TRACK
(USE WHERE 6 CLUSTER
(USE WHERE 6 CLUSTER
FRAME JAMB
ANCHORS ARE REQUIRED,"C5'
ANCHORSARE REOUIRED,'CB")
ANCHOR
PAIR &'MAX.
CENTERLINE i CENTERLINE "C6'CLUSTER DETAIL)
3.5" f 3.5°
2.04"
4.084.08"
I
E%T(E'R(IOR 7„ IXTJ�E�''NLLOR 7 4^DIAG. EXTTTERII
v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEADISILL V
0 ASTRAGAL OR INTERLOCK (aI ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED, 'CV)
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INITERLOCK IF NEEDED INTERLOCK'I CONDITION, USE
CENTERLINE I CENTERLINE ^C6' CLUSTER DETAIL)
—1 1� 1.75'' i _
4'
E% ERIOR
4-TRACK FRAME HEADISILL
(M ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4')
SHEET.
4-TRACK FRAME HEADISILL
aR ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, -05")
cmr.OFAUIKY.9164
I 4-TRACK
IR SPLICE LOCATION
&'DIAG. FRAME JAMB
IF NEEDED
EKTERIDR ANCHOR PAIR
1.�- 2.04'
2.04"
CRC 3.5"
3.5"
3-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, -C6")
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
PMKI cD, tMc USE THIS DETAIL)
4°
XTERID0.
V
4"
27'
IN THE EXT. OR INT.
MAX.
TRACK(INT. SHOWN)
O.C.
NOTES:
5.64^ T. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
6" MAX
2. FOR HEAD OR SILL SPLICE
LOCATIONSIANCHORAGE AT
3-TRACK FRAME JAMB
P-HOOK SEE SHEET 9.
ANCHOR PAIR
m 000CfHEV�
FOR SPLICED
e.igryp„Iy�py�
CONDITIONS ONLY:
Nµmcc.e.
SPLLOCATION
AtnCP�a No 17w4�"._/
ErplrNr mle_��•-�-�
IF NEEDED
�_ 7. 3'S"
r'-'
XWd Pb rodsrCeopq
3.5" 1---- H 3.5"
4-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,-CY)
WITH & WITHOUT SPLICE CONDITION
SG m I NTS 1 10 + 22 1 POT0128
* r No. 58705 '.,
2.04' 2.04" NOTES:
INTERIOR 2.04' INTERIOR 2.04°
RITERIOa INTERIOR 1. ALL DIMENSIONS SHOWN
7" ARE BASED ON MINIMUM
4' DIAG. W4.�DIAOQ'. 8.94" ALLOWED.
6.12' 6.12' 3.5' 3.5' 2. DETAILS DEPICT ANCHOR
INTERIOR INTERIOR IMERIO INTERIOR QUANTITY AND $PACING,
3. ' 9i ° EXTERIOR AND WOULD BE IDENTICAL
EXTERIOR ERI° 4' DIAG. 4• DIAG. FOR EXTERIOR OR INTERIOR
2.04' EXTERIOR 4' 2.04' 7 2.04' EXTERORl 4.
EXTERIOR
SO'CORNER 90° CORNER 135' CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER (USE WHERE 5OR 6 CLUSTER (USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,'C4')
4.08"
INTERIOR
EXTERIOR INTERIOR
4.08'
4- 7.4T'
INTERIOR 3.5' INTERIOR
90° 7' 135°
1 EXTERIOR
6.12"
4.08'
3.5° 4
EXTERIOR 7" L- 4• INTERIOR ON
135°CORNER EXTERIOR ALL
3-TRACK FRAME HEAD/SILL VIEWS
AT ALL 3-TRACK CORNERS) Al
INTERIOR 6
a'J2.04*
EXTERIOR
3.5'
EXTERIOR ~ 7 ---I %
i
90° CORNER
4-TRACK FRAME HEAD/SILL
('C8' ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
6.12"
ALL 3-TRACK CORNERS)
INTERIOR
5.88"
4'DIAG. �"`I 3.5•
EXTERIOR 4"
('CB- ANCHOR CLUSTER REQUIF
AT ALL 4-TRACK CORNERS)
RNOuo-,m
cmT, oFwrxnazsz
mENuf+RemR
PoSIA6R4£4 Ac
CORNER CONFIGURATIONS.
"+1°ANCHOR
3 " 4'
2.04" 7'
8.94'
135°CORNER CENTERLINE
2-TRACK FRAME HEAD/SILL OFPANEL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED,•C6') '+2"ANCHOR
+I"ANCHOR 2.0
4" OIAG.
3.5"
I CENTERLINE
OF PANEL
•+3" ANCHOR
CENTERLINE 2A
OFPANEL
"+2"ANCHOR W14- DIAG.
2,04' -
.12"
~ CENTERLINE
f_ OPPANEL
04' "+3^ANCHOR
4.08'
EXTERIOR
3.5"
2.04" CENTERLINE
OF PANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
ERIES 670 ALUM. SGO -NON-IMPACT
N-
soo-ero NTS fi •22 PGT0128
WlOOUOTREVIB�
e �.1nm.et m.
esa.. uw rme.cTC.we1
* ; NO. 58705
..b )�,zz
P:
%OCCS' :.40RION '
3 NAL E G`
���� �OlunuN� ••
A: LWN MILLER P.E.
R.EA48105
INSTALLATION DETAILS
EDGE DISTANCE. 1
SEE TABLE A, SHEET 1
EXTERIOR 2-1116-
MA
a MAX
SHIM EXTERIOR
?7
MBEDMENT.
2X WOOD WOOD ANCHOR TYP.,
TYP.,SEEANCHOR SEEANCHOR NOTES'
NOTE3,SHEETI &TABLE A, SHEET
®2-TRACK FRAME HEAD
WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP„ SEE ANCHOR
& TABLE A. SHEET I NOTE 3, SHEET 1
SEEANCHOR
NOTES SHEET
1 (1/4" MAX.) t 1 SHEET i t
(1/4- MAX.)
EXTERIOR if
2-1116" •
EXTERIOR I
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET
®2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16'"
1/4"
a MAX.
SHIM
2XWOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
®3-TRACK FRAME HEAD
WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-0N6'
METAL TYP., SEE SMSANCHORTYP.,
TABLEA&ANCHOR SEE ANCHOR NOTES
NOTE 4, SHEET 1 & TABLE A, SHEET 1
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4" 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
4-TRACK FRAME HEAD *DIAGONAL O.C. IS
METAL INSTALLATION MIN 4" (HEAD &SILL)
OR 6" (JAMB) SEE
WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METALTYP.,SEE DETAILS,SHEET510&
SEE ANCHOR NOTES TYP„SEE ANCHOR SEE ANCHOR NOTES TABLE ABANCHOR
SEE & TABLE A. SHEET 17 NOTE 3, SHEET 1 SEE & TABLE A, SHEET V NOTE 4, SHEET,
A o I ANCHOR
EDGE DISTANCE: _
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET I
Ew
3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET
EMBEDMENT: SEE
~
TABLE A, SHEET 7
2%WOOD
EDGE DISTANCE:
2X WOOD
TYR, SEE ANCHOR
SE1 A, SHEET
SHEET 1
TYP SEE ANCHOR —
NOTE 3, SHEET 1
NOTE 3, SHEET 1
2-1116"
NOOD ANCHOR TYP.,
SEE ANCHOR NOTES
A, SHEET
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES -E
& TABLE 1
O
& TABLE A, SHEET 1
EXTERIOR
1/4' MAX. SHIM +14.--
EXTERIOR
114"MAX. SHIM'
FRAME
JAMB
3-T
62-TRACK
Gw WOOD INSTALLATION
®w WC
C '.. OFAUIH mm
EDGE DISTANCE:
SEE TABLE A,
SHEET I
SHEET
(1/4" MAX.) �
EXTERIOR IT
�2-1-1/16•
®w4-TRACK FRALLATIONME SILL
METAL INSTA
EMBEDMENT: SEE
TABLE A, SHEET 1 'I —
METAL TYR, SEE F
TABLE A & ANCHOR —
NOTE 4,SHEET I
SMS ANCHOR TYP.,
SEE ANCHOR NOTES -
& TABLE A, SHEET 1 IT�L
EXTERIOR e
1/4" MAX. SHIM
ta 4-TI
w ME1
EDGE DISTANCE:
SEE TABLE A.
SHEET
OF 3 THREADS BEYOND
METAL SUBSTRATE
EDGE DISTANCE:
SEE TABLE A, SHEET 1
AIU5110T8Evq
vmMrIY.1M t4 F1>t11r.
truEYCW
E. � M,,--,g�Zelo
wW
MIN. OF 5Tlpuugl
THREADS
BEYOND THE C
METAL UCENyF
SUBSTRATE
# ; No. 557B5
..—
wmepLER I NMILP.E.
JR OT110/14 vdv °O�p�,py SRD6ro AiTS 72 d22 PGTB,2
6 C P.EX 5870
MEET I
E%T�ERIOR
)MEANT: J
uBLE N
MEET 1
9pERLY SECURED 1X
DOD BUCK TYP.. SEE
S
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A. SHEET 1 NOTES:
SiANCE: SEE
A,8 T1 CONCRETE
EDGE DISTANCE:
SEE TABLE A, SHEET? CONCRETE
EDGE DISTANCE: 1. ALL DIMENSIONS
SEE TABLE A, SHEET SHOWN ARE BASED
-2-1118 PERTABLE
P-1/16°• PER TABLE
2-1/1W ON MIN, ALLOWED.
A, SHEET
A SHEETI
CONCRETEAN
SEE ANCHOR OT
TABLE A, S ET 1
/CONCRETE ANCHOR TYP., PROPERLYSEd
SEE ANCHOR NOTES B WOOD BUCK TI
TABLE A, SHEET, ANCHOR NON
SEEANCHOR
NOTE;/45M�; -
EXTERIOR I
2G
EDGEDISTANCE: CI
SEE TABLE A. SHEET I PI
EMBEDMENT: SEE TABLE A, SHEET, A,
i ' DIAGONAL O.C. IS
I!�SHIM OR 6'(JAMB) SEELL)
EXTERIOR 1/4' E%rERIOR 7 DETAILS, SHEETS
MAX. a I 10811.
SHIM
TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYR,
8 WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET I TABLE A. SHEET ANCHOR NOTE 3, SHEET I TABLE A, SHEET,
E 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Bc CONCRETE INSTALLATION (5 CONCRETE INSTALLATION
:DIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERLYSECUREDIX
SEE SEEANCHORNOTESB WOOD BUCK TYP., SEE SEE ANCHOR NOTES B WOOD BUCK TYP., SEE
I IsT 1 TABLE A, SHEET 17 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SHEET
SEEANCHOR
1
- 2-1li6.• 1 , -
E EDGE DISTANCE: EDGE DISTANCE:
E SEE TABLE A. SHEET SEE TABLE A, SHEET I
1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
3-TRACK FRAME SILL 4-TRACK FRAME SILL
Ec CONCRETE INSTALLATION CONCRETE INSTALLATION
EMBEDMENT: SEE _
TABLE A, SHEET 1
\ EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE C C.lCMU ANCHOR
TABLE A, SHEET 1 ^I ., SEE ANCHOR
PROPERLY SECURED EDGE DISTANCE: N TES 8 TABLE A,
1XWOODBUCKTYP., SEE TABLE A, SHEET
SEE ANCHOR NOTE 3, SHEET,
SHEET
CONC./CMU ANCHOR ' &VI6"" PROPERLY SECURED
TYP., SEE ANCHOR 1X WOOD BUCK TYP.,—
NOTES & TABLE A SEE ANCHOR NOTE 3,
SHEET 1 CONCRE E SHEET I
EXTIIE--RIIOR 'r -OR CMU EXTERIOR
V t/4" MAX SHIM If PER T LE ��LT
A. SHE 1 V 1/4"MAX. SHIM
NOTE 5,
SHEET 1
(7/4° MAX.)
EXTERIOR
�2-1/i6'
CONCRETE
PER TABLE
A. SHEET 1
EDGE DISTANCE PROPERLY SECURED U
SEE TABLE A, 1 X WOOD BUCK TYR,_
SHEET SEE ANCHOR NOTE 3,
—I 1 SHEET 1
2.1/16••
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES 8 TABLE A,
CONCRETE SHEETI 5 �ORCMU EXTERIOR A
PERTABLE k
A. SHEET 1
1/4• MAX. SHIM
IAMB 4•TI
INSTALLATION Ic COI
CONCRETE
PER TABLE
A, SHEET,
M,DOUCTRENS6p
wftwft-w" ne Ple�y.
EDGE DISTANCE:
SEETABLEA,
Ate`" N^.17=A &
� gym'-44;44
SHEET 1
.
Rn4rRH4 vuc
2-1116•
CONCRETE
FOR CMU �1111H IIIIIII
PER TABLE
A. SHEET i
�?
C * : Na. 58T05
JAMB =
°"O "etl1pi� cERr. oraurxsnme I �( SERIES 670 ALUM. SGD-NON-IMPACT �Iriliiliill"��
Jfl OHD5/!) C NO CHANGES THIS SHEET. ", , '�-'
`\� a '•'• A. LYW MILLER. P.E.
JR manna ,°,." "`fR EGoero NTS 13 .22 PGT0128 C P.E.%Soros
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLEA,SHEETI P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
EMBEDMENT: o o SEE ANCHOR NOTES
SEE TABLE A, & TABLE A. SHEET 1
28 (ALSO SEE TYP.
SHEET 1 ILLUSTRATION, SHEET 9)
DISTANCE: SEE
TABLE A. SHEET EMBEDMENT:
SEE TABLE A.
26 SHEETI
EMET1R OR
PHOOK SEE ANCHOR HOR
S V P-HOOK
S& ANCA.SHEEES /
8 TABLEA, SHEETI CONCRETE OR LE
(ALSO SEE TYP. 2.693" MIN. CMU PER SHEETS
ILLUSTRATION, SHEET 9) A, SHEET 1
EDGE DISTANCE
®P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS #18, #20. #22 OR #24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN.
(SEE TABLES IA, 2A& 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEE ANCHOR
EMBEDMENT: SEE P-HOOK MOUNTING
CONCRETE OR
NOTE 4, SHEET 1;
TABLE A, SHEETI~
ADAPTER SMS
CMUPERTABLE-
MIN. OF 3 THREADS
ANCHOR TYP., SEE
A. SHEET
BEYONDTHE METAL
ANCHOR NOTES
SUBSTRATE
&TABLE A. SHEET
28� (ALSO SEE TYP.
EMBEDMENT:
EMBEDMENT:
SEE TABLE A;
SHEETI
ILLUSTRATION, SEE TABLE A,
SHEETS) SHEETI
DISTANCE: SEE
!A,SHEETI
P-HOOK SMS ANCHOR TYP., / EXTERIOR
SEE ANCHOR NOTES J n
& TABLE A, SHEET 1 V
(ALSO SEE TYP. ;2r69rrMiN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
SP-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, #21 #23 OR #25
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
M1;4 611W
OFRT. OFAURl.R
EDGE
CONC./CMU
ANCHOR TYP., SEE
29
ANCHOR NOTES &
TABLE A, SHEET 1
1-1/4" MIN. EDGE DISTANCE
a
EXTERIOR
�F
Ic
P-HOOK MOUNTING
ADAPTER CONC./CMU
ANCHOR TYP., SEE
ANCHOR NOTES &TABLE
EMBEDMENT: SEE
A, SHEET
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
Jc PARTS #18, #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES 1A. 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE ADAPTER CONO/CMU
TABLE A, SHEET ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
P-HOOK CONCJCMU
ANCHOR TYP.. SEE
(ALS(X Sn0SI i
O SEE
TYP
ILLUSTRATION,
SHEETS)
1-1/4' MIN. EDGE DISTANCE
EXT
E
RIOR
V
A, SHEET 1 �_ 2,693' MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
Kc PARTS #19, 921, #23 OR #25,
CONCRETE INSTALLATION EXTERIOR
TABLE IA.
2A 8,3A (SEE TABLMOUNT
FOR WATER RATINGS) ONLY
soo- I NTS 1 14 • 22
NOTES:
T. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A. SHEET 1 FOR
ALL APPROVED
SUBSTRATES.
3. SEE TABES 13,
SHEETS 8.8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
momcfREY1flBp
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CONFIG. EXAMPLES
MAX. UNIT
WIDTH MAX. UNI'
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HEADER DETAIL'N. DLO TYP. PER TABLES I-3
SHEET 18; INSTALLATION WIDTH INTERIOR
DETAILS PAW &'Ae, EXTERIOR
SHEETS 12 & 13
90°
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL INT,
TIN OS' AS' TYPE SHEET G8CORNER
'A' 'K ANCHORAGE SHEET 11
NOM. MAX. UNIT
MAX.- PANEL MAX. HEIGHT INTERLOCK DETAIL19
PANEL ! WIDTH TVP. DLO PER 'M'. SHEET 79
HEIGHT SEE PER HEIGHT TABLES EX]ERIOR IW
—ERIOR
NOTE 2 TABLES 7-3 1-3
JAMB DETAIL'
xX1�3 18; INSTALLATION
DETAILS
ILS-/
'GW &'Gi, SHEETS 12 & 13
90°
SILL DETAIL'0', SHEET 78; J )`
INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XXIXX
'DW & 17c', SHEETS 12 & 13
X 1-1/2'
SMS
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
SILICONE
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS B-8 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.
DLO WIDTH = NOM. PANEL WIDTH - 7'
DLO HEIGHT= DOOR UNIT HEIGHT-10.126"
PANEL HEIGHT= DOOR UNIT HEIGHT-1.866"
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IQi< ,r—INSTALLATION DETAILS'GW 8 Gd, SHEETS 12 & 13
ASTRAGAL HEADER DETAIL'R. SHEET HEADER DETAIL'W, SHEET 18;
DETAILS TV & 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW 8'Ad,
L2, SHEET 19 'AW &'Ad, SHEETS 12 & 1� SHEETS 12 & 13
9a,
FIXED JAMB DETAIL'GP',
SHEET 18; INSTALLATION
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CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW 8'Dc', SHEETS 12& 13 EXAMPLE: 90*OUTSIDE CORNER -XX/XX(2-TRACK)
JAMB DETAIL'11', SHEET 16;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M', SHEET I9 INSTALLATION DETAILS 'IW&
L2,SHEET 19 -) INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS I2& 13�
HEADER DETAIL
JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' & W. SHEET 'B', SHEET 18;
18; INSTALLATION DETAILS 19: INSTALLATION DETAILS'JW, INSTALLATION —7 JAMB DETAIL'12', SHEET 18; INSTALLATION
'HW &'Hd, SHEETS 12 & 13' 'Jc','KW VI(d, SHEET 14 DEfAILS'Bw' &'Bc', DETAILS'Iw' &'Id, SHEETS 12 & 13
SHEETS 12 & 13
MAN
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INSTALL
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PANEL
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TYPE
TYPE
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TANE
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a
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EXAMPLE:OXXXp SILL DETAILS', SHEET 18;'
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'EW &'Ee. SHEETS 12 & 13
TYPE
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TYPE
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CORNERANCHORAGE
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'FW& 7d, SHEETS 12 & 13
No. 567"
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LOCKSTILE
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ASTRAGAL
ASTRAGAL
ASTRAGAL
BO%OUT
ASTRAGAL
BOXIN
INTCORNER
9D LOCKSTIIE
EXTOORNER
BD LOCKSTILE
EXTCORNER
90 RECEIVER
INT CORNER
9D RECEVER
EX COMM
E%T CORNER
35 RECEVER
INT CORNER
35 RECEVER
TYPES
OUT
IN
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W/HANDLE
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lU
ABTRA�L
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SIZES 8 DESIGN PRESSURE.
RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF
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F
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EXTERIOR(#719) OR INTERIOR (#120) CORNER
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APPLICABLE
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1-3, SHEETS 6-8 FOR DP
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2) ITEMS # 33,39, 56-59, fib, 81. 84-99,
121 8122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
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40
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SCREEN ASTRAGAL
50
1]319
81T349
OYD SCREEN ASTRAGAL ADAPTER
51
i692
81892
3PLNE -.IfiS'
MEN
52
1W4
61684
6CPEEN SPLNE-.1fi0•
51
B1B1fiC20
SCREEN CLOTH
54
1)25
11Y' %4' X 1118' SET. BLOQL NEOPRENE 05+/d
55
1]Zfi
1'Xd'X1110'SET . BLOCK, NEOPRENE B5+Ib
Item
#
P4T
ow .a
PGT#
Description
Be
tT325
BIT3x5
PANEL BDLE
81
1T3�
6f iJ28
PANEL STILE (HEAW OV1Y)
fit
1T32T
B17J21
WTERLOCK ADAPTOR
83
I?25
61P240
VWYLBULB WeIP.-1HIN (INSIDE w1ERLOCK)
6a
ITi9
T1T28
SLLL ENO WEADIERSTRIP PAD
BS
1T328
811328
NTERLOCK SCREW COVER
81
1T328
B1]32B
ASTRAGAL
fie
1]930
61]33B
HEAVY DM ASTRAGAL
89
11324
61T924
TOP8BOT70M FAR
]0
11350
41I350
WEATHERSTRIP EXTENSION DNFcCDON MOLDED)
]t
1085
]1fi85
t-112'%I'XY4'HIGH FIN SEAL MST PLUGS
R
015J
)815]%
TANDEM 6T. STL ROLLE0. ASSY.
A
0159
]8159N
TANDEM NYLON ROLLERASSY.
]d
SILICONE
DOW-BB9, pOW-9B30R GE-TT00
]5
0105
T0185X
GEMINIMORDCE SALY DUAL LOCK W/LONG TRIM PLATE
78
T1032%IFPF%R1032
X1'FL SS SCREW W/TYPE'RIiP
77
T109x30
t0a291EEL9NC LLNUT
T8
1]350
�8/1350
311031]d•BEAD
TO
1TS5]
81]DS)
PIG BEAD
W
1T35B
81]958
T118'BEAO]FIKED PANEL CLIP
B2
1]26
BiP2/]K
VINYL BUILD WEAI4ERSTPoP
83
61Td5
1]19
LOWE INC,1lYXt/tfi'SGL SIDE AOH TAPE, POLYEIH.
100
0052
18052
ROLLER ADI. HOLE PLUG
101
%20BT
JAMB BUMPER
102
16BB
]18BB
DUST PLUG
10.1
8108
T81801!
I- KEEPER
101
BSJ
TSDKEEP
SCREEN LOCK KEEPER
105
1]916
01T344
FUED PANEL CLIP-8"LONG
100
1135x
B1i352
FINED PANEL RETANER-&16' '
t0i
11J9
]t]38
MN[dE KR-INIEROR MISED WITHI{NMB TURN, USED WIlH R15
f00
1]40
T1140
MNCLE KR-MISED EX1EflgR HANDLE, USED WIIHR]5
f09
1nf
T01823N
HANDLE KN-RECE96E0IM. YMIH TIDMB TURN, USED WIT-1 plS
110
I]32
]01T8
F4ANOLE KR-RECESSED EXTERpRPWL USED WIIHRIS
111
T10gdPP5DA%R10
X&4'PH. PN. TEK-5.5.
112
1235
B]310
WSTP, .Z10 X.1T0-FIN SEAL
113
1T13
&DEB
.10]'X.23D'FIN9EAL
116
)10X115PPX
R10%1-1R'
115
T101PPT
P10X1'
118
T20%1%
R143D %1'8.3.
1P
TZO%112%
1420X1-112"5.3.
118
ITJ]fi
61T39d
BD DEGREE CAPNE0. RECENER
118
1TJ9]
B1TJ3]
90 DEGREE OUI6DE CORNER ASTRAGAL
Ix0
11]3B
0111338
BD DEGREE N510E CORNERA9lRAGAL
123
vJsa
OtIJ6x
FIXED PANEL RETAINER )re•
5.069° 8.562'
0.080"
1.211" 1.505"
0.081" 11 2-TRACKHEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198' ry
1 211-
0.081° O2-TRACK HEAD W/SCREEN TRACK
(6063-T6 AL)
II�6,526" Ij
1 � .080"
e03-TRACK SILL
(6063-T6 AL)
6.221'
0.080"
1.211"
7.SOS•
0.087°
O3-TRACK HEAD
OB 2-TRACK SILL WI SCREEN TRACK
(6063-T6 AL)
(6063-T6 AL)
9.142"
4.49'
0.080"
1.211'• t.505"
0.081° O4$RACK HEAD 02-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
1.614"
1,260'
0.060.
OFRAME HEAD/JAMB SCREEN
ADDON
(0083-TO AL)
0.062"
0.532"
f1.516'
12
FRAME SILL SCREEN
ADD-0N
(6063-T6 AL)
REQUIRES MIN. 010 SMS
OR 3/16' MASONRY
ANCHORS @ 24" MAX. O.C.
t 0.060"
0.780'
1990..
FRAME SILL SCREEN
13 END ADD -ON
(6063-T6 AL)
REQUIRES MIN. 610 SMS
OR 3/16° MASONRY
ANCHORS @ 24' MAX. O.C.
2-TRACK JAMB W1
15 SCREEN TRACK
(6063-T6 AL)
15"
tfi 3-TRACK JAMB
(6063-T6 AL)
yT5.06
0.06T
9"
14 (-TRACK JAMB
(6063-T6 AL)
17 4-TRACKJAMB
(606346 AL)
w1.872" 1�-
1A19'
SCREEN
40 STILE
(6063-T6 AL)
-17 r- 1.045•
1.4;3 J_..If 0.062"
SCREEN
45 TOP RAIL
(6063-TB AL)
I-� 0.876'
1.
9L -- 0.082•
OOSCREEN
60
TTDM RAIL
(6063-T6 AL)
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bJinR CaW
AKrPlnnrrnn 17-o4To-o5
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L
Mn..M In4nR
Na.58705
SEE SHEET 17 FOR SILL RISERS. N. =MM2m Y�CIKUJIUIVS
JR 04 7 - NOCR4NGESTNI swu.. SERIES 87O�ALUM. SGD -NOON-PIMPACT IINAL11,,EN�`�
A. LYP.E.# it 5 P.E.
JR O1ldVH fi4 0� neienm ® SGO87a NTS 21 • 22 PG70128 D P.E.#fi4N5
0.718' 0.83'
2.304" 3.802° -�j�
3.802' 0.752'
0.752"
0.885'
0.062' J 0.574' 7.183'
0.080° 0.062" 0.786"
0.264' 0.075' 0.233° 0.062'
5�= 11 SSILL 2B P-HOOK 28 P-HOOK MOUNTING 29 P4i00K SCREW 3a (6:06 FOR BO%RISER
BCREW COVER TRACK 8063-TB AL ADAPTOR COVER 0.080'
(6063-T6 AL) (6063-TB AL) ( ) (6063-TBAL) (6063-TEAL) (8063-TB AL)
4"
155' 2.30".JlAll
O.OSD'
�0.046"
2" 1.60_ I0.133'0.830' 0800 1.600 1303'
1.974"0' 3.725B.
S.
2.44' 3.1250082' 0
INTERLOCK INTERLOCK
3t 135° CORNER 32 735° FIXED MOUNT Bo STANDARD STILE Bt HEAVY DUTY STILE 62 es
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-TB AL) ADAPTER SCREW COVER
(8083-T6 AL) (0083-Te AL)
3,979'
0.075'
Lhul
845"
0.125""
BT STANDARD ASTRAGAL
(6063-T6 AL)
0.201' - 4 4-
eB HEAWDUTYASTRAGAL
(6063-T6 AL)
7.003'
0.757'0.050"05
FOXEDPANEL CLIP
0.709"
2.rm
A2,826'
(6063-T6 AL)80'
.550"
+10.8630
709°
123 FIXED PANEL
RETAINER 7/8"
DOW �' �
(6063-T6 AL)
FIXED PANEL
1aB
11B 90' INSIDE/OUTSIDE
CORNER RECEIVER
RETAINER 9116°
(6063-T6AL)
(6063-T6 AL)
I A 1 0611Y17 1 C I NOWNOESMISSWE .. I
t4125" -1.304'
3.25'
89 TOP/BOTTOM RAIL
(6063-T6 AL)
L-I 7.050"
.I--01.050'
�L.
28
•045
1050'
F
.8
045°
875
L
DGLAZING 7/16"GLAZING
79 BO
BEAD O.G.) BEAD, FIXED
7B 3/16"81/4'
GLAZING
(6063-76 AL) PANEL CLIP
3T EAD -
(6063-T6 AL)
(6063-T6 AL)
11B 90' OUTSIDE CORNER ASTRAGAL
(6063-T6 AL)
CENT.OFAOMan32AB
5.621"
0.133"
120 90" INSIDE CORNER ASTRAGAL
ALJ
��` "QN`( LYNN ' ,
•��.•"LICENSE
(6OB3-T6
•
P%
* : No .58105 tjr
=V:
SpOF'((7�:
.S�ONgLtEN0�``
A. L"M MILLER P.E.
PEOR705
.UM-UM.-NON-fMPACT
5 22 +22 PGT0128
C
SCANNED
BY
St. Lucie County
MI® DADE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
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 revok cceptance, if it is determined by Miami —Dade County Product Control
Section that this produ or cp na 1s; to meet the requirements of the applicable building code.
This product is ap oved�as described rein, and has been designed to comply with the Florida Building
Code, including th High Velocity Hurric a Zone. -
DESCRIPTION: �eries "SH7700A"
APPROVAL DOC�
sheets 1 through l i of 11, 1
Miller, P.E., bearing the
Acceptance number and app
MISSILE IMPACT RA�r
LABELING: Each unit sh
model/series, and following
noted herein.
Single Hung Window — L.M.I:
No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)",
, prepare i ed and sealed by Anthony Lynn
n Product Control Approval s with the Notice of
late by the Miami -Dade County Product Control Section.
Large and Small Missile Impact Resistant
permanent label with the manufacturer's name or-iPio, city, state,
'ami-Dade County Product Control Appro unless otherwise
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. 18-0430.06
Expiration Date: August 23, 2023
Approval Date: August 23,,�2�01188.
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
through 11 of 11, dated 04/01/18, 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 single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7835.1, dated 04/03/18, 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
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-18-7835.2, dated 05/04/19, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dated 04/23/18, 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).
fN0A
nuel ezProdntr Exa iner
No. - 30.06
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. I8-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez, P.E
G. OTHERS
1. None.
Manuel Per .E.
Product Control E: a ner
NOA No. 18- 30.06
Expiration Date: August 23, 2023
E-2 Approval Date: August 23, 2018
1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
2) SHUTTERSARE NOT REQUIRED WHEN USED IN WINMORNE DEBRIS REGIONS. FOR
INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LIME (CAP)
MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7,12.13 OR 15,
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI DADE COUNTY
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITSAND CONCRETE WITH MIN. KSI
PERANCHORTYPE.
4) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED IX INSTALLATIONS.
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD
BUCKS DEPICTED AS 2X ARE 1.1 Q"THICK OR GREATER. IX AND ZX BUCKS( WHEN USED)
EOII
SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
�SHEET58
SP/
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)
ANCHORS
OR ARCHIMECTOF RECORD, (AORT
TABLES
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO. USEANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT.
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING B FLASHING STRATEGY
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
THE SCOPE OF THESE INSTRUCTIONS.
6) 114-MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
T) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER
ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 8 CYCLE
TESTING AND GLASS PER ASTM El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-U3%STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET ME REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE,
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THEAUTHORRY HAVING C
JURISDICTION.
10)REFERENCES: TEST REPORTS FTL 18t835.1818-7535 ; ELCO ULTRACON NOA; ELCO
CRETEFLEX NOA: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,
ANSIIAFBPA NOS 8 ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
FI UREAALLOWAB SASHCONFIGURATONSANDSHAPES
�{ WIDTH
WIDTH F"—
—•-{ WIDTH �+
U
'w
U
U
�
iw
"Ib%olU
1
RECTANGULAR
WITH
EQUAL
LRE SASH
1
WITHP
TOP
OVIEW
H
RECTANGULAR
WITH
CUSTOM
SASH
1TL3/1S'
MAX.
1T-W4' \
MAX. 9-1
O.C. (9-
V-3I�.C.
12-1116"MAX. O.C.
MAX
TOP
TIP
4
/
HEIGt
13�MAx. o.c.
/
I/
T B NDANCHOHSAT SILL
53-1/8' MAX, TIP TO TP WIDTH
TARI F 1'AI I nI RIFr.1
GyP•
OexHPOOR (Clete EXterlor b 1nletlOr)
op
Tabb N
1
1/6"AN, 090" PVB, 11W AN
2
2
ACE, US' AN, .OW' PVB, 1/8' AN
2
3
1W1V UG:1/8'TIP CAP, AIRSPACE, IW AN, .090' PVB, 1/6"AN
3
4
118" HS,..09V' PVB, 1/8' HS
4
5
3I16'AN,.090"PVB, W16'AN
4
6
lW16'LIG,3/16"AN CAP, AIRSPACE, VW AN, .NV' PVB, 118"AN
4
T
1WIG'LIG:WI6'TP CAP, AIRSPACE, 1/B" AN, DSY' PVB, 1/8"AN
4
B
W16" AN, .090" SG, 311V AN
5
9
W16- HS, .090' SG, WIG' HE
5
10
13 W LID: 118" AN CAP, AIRSPACE, 1/B" HS, .O9V SG 1/8' HE
5
11
1311TUG:I/e" AN CAP, AIRSPACE, WITAN,.IM' SG, 3/WAN
5
12
13/16" US 118" TP CAP, AIRSPACE, 1/8' HS, C9V' SG, 118" HE
5
13
13/16" US: 1/8" TP CAP, AIRSPACE„W16' AN, 09W SG, 3/16" AN
5
14
1W16"LIG:W16'AN CAP, AIRSPACE, 118' HS,.09V' SG, 1W HS
5
15
MT LID: W15' TP CAP, AIRSPACE, 1/8" HS, ,OW SG, 118" HE
5
CODES I STANDARDS USED:
•2012 FLORIDA BUILDING CODE (FBC), 6TH EDITION
ASTM El300-09
•ANSIMFBPA NOS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015 _
•AISI SI MIS
•AISC360-10
DESIGN PRESSURE RATING IMPACT RATING
VARIES PER GLASS TYPE, LARGE85MALL MISSILE
SEE SHEETS 2-5 IMPACT RESISTANT
52-118"MAX.BUCKWDM r
- Imo— 5"MAX. O.G I r 4.11H6"MAX.
D.T% I 1
BHEET IO ��
5' MAX.
O.C.
03"
O MAX
BUCK
HEIGHT
4-11/16" MAX.
ELEVATION FOR TYP. FIN FRAME SHOWN WITH
EQUAL-LITE CONFIGURATION
USER INSTRUCTIONS
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN
PRESSURE REQUIREMENT FRCM ASCE T.
2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW
CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 2-5, IT MUST EQUAL OR EXCEED THE
DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
OBTAINED IN STEP 1.
3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 8 T.
4) INSTALL AS PER SHEET T FOR FLANGE INSTALLATION, SHEET
FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN
INSTALLATION.
NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME
PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR
EQUALLEGMOX).
SG=KURARAY SEWRYGIAS® INTERLAYER BY
KURARAY AMERICA INC.
PVB = KURARAYTROSIFOLo PVB INTERLAYER BY
KURARAYAMERICA INC.
AN=ANNEALED
HS= HEATSTRENGTHENED
TP-TEMPERED
GENERAL NOTES .. ..... ......... ._...........................1.. 1
ELEVATIONS...........................................:...........
1
DESIGN PRESSURES / GLAZING DETAILS........
24
ANCHOR QUANTITIES....... _ ................................
546
INSTALLATION, FLANGE.. ....................................7
INSTALLATION, EQUAL LEG.................................a
INSTALLATION, INTEGRAL FIN .... ............. ..........
. 9
EXTRUSION PROFILES..........._ ........ ......._...........
10
ASSEMBLY 8 PARTS LIST........- ........
... 11
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I TABLE4
Design Pressure (lbali for Glass Types 4-7
6IXleT sfl9n
�selircl
tz G'zn Ra^9e
Smn HeON
naMaan)
ID Te TO
wain
53.111'
24'
EqueHile
124M
a05,0
E0.0
Equ3Hile
15986
+e50
ADD
31-
Stimei PpABW
12.110 W]
ae50
ADD
sweet
12.4U 12993
a6 0
d00
seLL le
1&e52
ae50
200
SlentlaidPice.
159W-19651
.00
AD.
.8•
Oniornsum
1.131-I5.04]
azi
20.0
CwlmmSlze
14131. 15, 130
a650
AD
SMten
ID464-w.130
.65.0
AO.D
EcOiDd4 a
22,ON
.&5.0
AD
Walwn Siso
=131.=903
.51
A00
Standard PIGACN
1&594.20139
.60.0
-60.0
45
Cuetwn Slur
16,131-15593
.650
ADO
CAOM Size
15131.16130
.DEO
I AD
Cuatwn Sae
14.131-15 fAD
+RO
ADD
SMnbl
12z64.1.I..
.850
AD
.q"4de
24.ON
.&50
.Be0
cNaz 64o
Y1.'DI -NOID
.b.0
ADD
sarced Pm
as IN-221N
.CS.D
ADD
4V
Cwlem Sae
18..131. R 193
.650
ADO
Casten See
16.131.IS=
a650
AQO
Casten Size
14.131-10130
+We
ADO
S..t
12W4-14139
.850
A0,0
EquaHite
25777
.BSO
AD
_
CYatonn sae
N.131-25In
WO
78FO
Beni P.-
RG4-201N
.650
70.0
F
50.n�0'
Ci¢Ivn Safi
20.131-SAM
.65.0
A&O
C.A. A..
19. 131-20.139
1650
-00.0
Cualam SO.
16.131-16.130
IDS.
A..
Cw SZe
14131-16.ta0
+R.
80.0
Sweet
1 12.04-MA30
I-RO
An
Ee.14e
31W4
.650
As
Cuabn See
2a.131-D".
.65.0
AO.D
Mail lizi
25.7D4-2a.130
.650
400
CYSIwn Seta
N. 131.25.7W
a650
AGO
&3"
Cuetwn Sao
22131-24130
.SAO
Ai
Cuelwn sae
DO, 131-22.1M
"SO
ADD
Cisnom sae
1&131-20130
aCD
�ED0
OnUzz Sae
10.131. 18.130
ae50
-80.0
sMlest
Is 194•-I&in-
.65.0
-me
Egiawle
a6.484
a DA
ADD
Ouwen size
56.131-3&483
. .0
AO.D
Cualwn Size
N1s1-RIX
.650
d0.0
2i
StaMaNPuiex
3D994-DM
465.0
ADO
DO. IDI-30.993
.fi50
20.0
29.. U1-W..I.
.65.0
20A
2&194• -29.1 SO
.650
.10
XMW
.4.
+RO
AD.
N'MI31.42463
4yp
A90
N.1W-39.ISO
IDS
ADD
6116•NOM.
GIASSSTACK
HS GLASS
$ GLASS
Imo. 7I16• NOM.
GLASSSTACK
*1���PE
GLASS
LASSEB%a
- Wis. NOM.
GLASS STACK
B90'PVB
AIRSPACE
3/1B"ANG 1/B•AN GLASS
31 r4
®oa 5 IR-NON
8%19RU& GLASS BITE
a
®Ofl 5 rO r3
GLASS TTPE 6
13/16•NOM.
GUNS STACK
AIRSPACE-OarPVN
16"TP GLASS IWH•gry ANGI GLA55
m ra
®DR 5 12'NOM.
F%iEnwn GLASS BITE
ERE
TABLES
Desi
n Pressure
for Glass Types
8.16
01 Sam
MCApim
N,Gnen Ri
Seen Rawy„mn
Rage(In)
r.mnP
24•
EqualJOe
124W
.80O
.1 -010.0
31•
EgwHlle
Ste N.S Pneem
15.964
12.9N-16.DID
.800
aB00
A;OD
-1100
$nmlbl
IZAI.12093
a000
-110.0
Eca ib"
1. rs2
a000
-1100
Slazga6 Pi
15W4-19651
480.0
-110.0
Ri
Cus. Size
ISADI-15.DID
.800
-1100
Cu5Wn B..
14.13f-15, 130
.00.0
-110.0
Snwlesl
124Sl 14.130
4800
.1100
-E,N41te
22964
a800
-1100
CYShm Size
20.131-22.re3
.80.0
.11.0
Steeled Pni
18.594.20.139
a80.0
-110.0
45•
CuMen size
16.131-18En
N00
-100
UMM Sire
15131.16. 130
IRO
-110.0
Cizi SiID
14.131.15130
480.0
-110.0
$Mlbl
12,da4-10.190
.R.
-110.0
Equautle
z4.e64
.80.0
-110.0
CYamm SIM
22131-14re3
.e0.0
I100
&IaMNd pmxew
N.i96m22,1]O
4n00
-110..
'lr
Cu61Gn Size
10, 131-DO193
.W.D
410.0
Caen (size
16.131. Ial.
AOD
-it00
cu.. size
14.13f -18.in
.800
A",
SMdel
124s4-14.130
400.0
-1100
'q
Equal lib
25m
.SOD
.1100
S_
CUM. six.
DiAs-2576
.RD
-1100.
SteMWd Pei
20844-24.1M
W,
-1t0.0
SP5IP
CYSIGIISKe
A.131-N.313
.800
-110.0
lu
Webm9xe
le nl-z0.130
.&DO
".66.
QrsNm Sae
16.Is-ID 130
.800
-110.D
Cinden S'rxa
14.131-16,130
lei
-11DO
snMm
12464. 14136
.03.D
-11D.
EquaHOe
31. a.
.RO
-1100
Cuneen a
2&131-3f.953
4e1.0
-t1D9
$IatlaN PNJM/
R5.294-2&190
.800
-119.0
Cualwn Size
N.131 .2S is
aD0,0
-1100
SY
CLAIM sae
..131-N.13.
.ADD
-110.0
CY61ki
20. 131.22136
489.0
-1100
CID. Sa.
18. 131.20. 130
a0].0
-1100 '
Ounom Size
16..131-18,130
.830
-110.0
Sxoneel
13AW-16.130
+81a
.110.0
EAzeate
ne4N
4830
A100
OYslwe sae
36.131-NAR
48D.0
-110.0
rD•
CYB1an Size
sWM3N Pretiem
34.131m3ii
30994-34130
46D.0
480.0
11MO
-110.0
Cuslmn Size
30.131-30.W3
4W,0
-Hoo
Cuslwn Size
20.131 M130
+00
-110.0
SINNAt
N.1N'-sal.
4DO.
-110..
EgvaWle
42ASI
-WO
-110.0
P,
CmWn Size
386131.42.483
48D.0
-1100
Standard Pmiez 1
MAN.w X130
48D0
-1100
*,WGLA$$ I6'HSGLASS
U55W�GLASS
.NME�ESTYPES GLASS TYPE9
.4nr GLASS STACK 13116 NON CLASS 1311rN M.
27GLA5591TE E%iEX10R(,
®OlJ s GLASS TYPE 101a ®n<
GLASS STACK
u
-ii1 L- GIAB� lml6-Srvo1ST _ I
090'SG
CE
S 1M'HS GLASS
MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48,391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TOP TO TIP HEIGHT -49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -49806
1) TIP TO TIP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT V FROMTHE TIP TO TIP DIMENSION IN THE TABLETO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NE%TAVAIIABLE SIZE.
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF.&$ PSF, NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
< O9
13116•NOM.
GLASSSTACK
'SG
AN GLASS
1W16"NOM.
GLASS STACK
-SG
AS GLASS
AN=ANNEALEO
TP-TEMPERED
HS- HEAT STRENGTHENED
TART F A'
Anchorpuanli0es Required ror
'Through-Frams' Installation
VSIn GI... ¢01-T
Pa
TIS Wimp
+B-
26'
33•
41'
47
de'
51fir
Jamb
a: K
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fnp
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E2 4
Jam
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K K
f S
Jamb
E E
�2P
JemE
E E
ti
Jamb
3 E
n.,I.9MR— SnF
WGben RIIW
Sub Nel M
R.,.(n)
E'.14la
12464
1 2
1 1
2
1 2
1 t
2 2
1 2
2 1
2 2
1 2
2
1 2 2galw"
!So"
+ 2
1 1
x
1 2
1 1
2 x
t R
2 1
2 2
1 2
2
1 2 231-
StEI PN•Jew
12.994-15.963
2 21
2
2
2
1 2
2 2
z z
2 2
2 2
2 2
3
2 2 2ShOtSM
Ix,d64. 12993
2 2
1 2
2
2
1 2
3 2
2 2
2 2
2 2
2 2
x
2 x 3Equ.1
a
19 B52
2 2
1 2
2
2
1 Y
3 2
3 2
2 2
2 2
2 2
2
2 2 2IlantlaN
PaJex
Is&d-18.851
z 2t
2
2
2
t 2
2 2
2 2
z 2
2 2
2 2
2
x 2 2354AF
Cuslun Sim
15.131 15,943
2 2
1 2
2
2 2
1 2
3 2
2 2
2 2
2 2
2 2
2
2 2 2Cuslwn
Size
146131-I6.1]0
z 2
1 2
2
2
1 2
2 x
2 2
2 2
2 2
2 2
2
2 2 2Sl
.l
12461 14.130
2 2
1 2
2
2 21
2
2 2
2
2 2 2Egta'40
22964
2 2
1 2
3
z 2
t x
2 2
2 2
2 2
2 2
2 3
2
x 2 xCuslon
Sea
26131-22,963
2 2
1 2
2
2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2 2SIEMeN
Pmcw
fS594 x0.130
2 2
1 2
2
3
1 2
2 2
2 3
2 2
2 2
2 2
z
2 2 24S
Cuslam SbS
16.131. 1S50
2 2
1 2
2
3
1 x
2 2
2 2
2 2
2 2
2 2
2
2 2 xCualwn
Size
1£131.16130
2 2
1 2
2
2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2 2Cm1wn
Sim
14.131-15.130
2 2
1 2
2
2
1 2
2 z
2 2
2 2
2 2
2 2
2
2 2 2S.-t
IZ464-14.130
3 2
1 3
2
2
1]
2 2
a 2
2 9
2 2
3 2
2]
2 2Egwl4d.
24.654
2 z
1 2
2
2
1 2
2 2
2 2
2 2
2 z
2 2
2
2 2 2Custom
Size
22. 131-24,903
2 2
1 2
2
2
1 2
2 2
2 2
2 3
2 x
2 2
2
2 2 2SIUMeN
PN Ow
20194 22.130
2 2
1 2
3
2
1 2
2 2
2 2
2 2
2 2
2 2
z
2 2 24T
Q.s Size
18131.20.1 B3
2 2
1 2
2
$
1 2
2 2
2 2
2$
2 2
2 2
2
2 2 2
Ousimn SuS
16131-10130
3 2
f 3
2 1
3 2
1 J
2 2
3 2
2 3
3 2
3 2
3
3 2 3
Ouslam Size
14A31-169130
3 x
1 3
2IM
3 2
1]
2 2
3 2
2 3
2 3
3 z
x
3 2 2
F
sl ul t
12.d6d-14.130
3 2
1 3
23
2
1 3'
2 2
3 2
2 3
2 2
3 2
2
3 2 2
Equnma
25.m
2 2
1 2
2
2 2
1 x
2 2
2 2
2 Z
z z
x 2
2
x 2 z
all.. Size
24,131-25.226
2 2
1 2
2
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2 2
e
Sodani Pmew
20,34-2a1J0
2 2
t 2
2
2 z
1'2
2 2
2 2
3 2
2 2
x 2
2
2 R 2
F
CMS,
cusam sixe
z0.131 -20543
z z
1 2
zx
z
1 2
2 2
2 2
x z
2 z
z z
x
z z z
Cus19m 51m
i6, 131-20, 130
3 2+
3
2
3 2
1 3
2 x
3 2
2 3
2 2
3 2
2
3 2 2
Cuafam Sk.
1%131-18.IN
3 x
1 3
2
J$
I 3
2 2
3 2
2 3
2 2
3 2
2
3 2 2
Outlam Sm.
IA131-16.1m
3 2
1 3
2
3 2
1 3
2 2
3 2
2 3
2 2
3 2
2 3
2 2
sf
12K1.10.1]II
3 2
1 3
x
J 2
1
2
3
2 3
2 2
3 2
2 9
2 2
EquEHiro
3L560
2 J
1 2
3
2
1 2
9 3
3
2 x
3 2
2 3
x 2
3 2
Cm a
x8.1]t-31.983
J J
I]
3
9
3]
2 3
3 x]
3
2]]
2
Sl..tl` ¢e
25.7&-20,130
3 2
1 3
2
3 2
1 3
2 x
3 2
2 3
2 2
3 2
2 3
3 z
CuelEm Size
N.131-25]9J
3 2
1 3
3
J 2
I 3
2 2
3 2
2 3
2 2
3 2
2 3
2 2
BJ'
CuBlam 3lza
22,131-N.130
3 2
1 3
x
3 2
1 J
2 2
3 2
3 3
x 2
3 2
x J
3 3
Cutom S'¢e
20.131-22.130
3 2
1 J
2
3 2
1]
2 2
3 2
z 3
2 2
3 2
2 3
2 2
Caftan SlU.
10, 131-20.130
3 2
1 3
2
3 2
1 3
2 2
3 2
2 3
z 2
3 2
2]
2 3
Custom Size
16131-IB.130
3 2
1 3
2
3 2
1 3
2 2]
2
2 3
2 x
3 2
2 3
2 2
SaOnt
13.19P-16.130
4 2
1 4
2
4 2
1 4
2 2
4 2
2 4
2 2
4 2
2 d
2 x
EWaHile
3B.464
3 3+]
J
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1 3]
2
3 3
2 3
3 2
9 3
x 3
3 2
Cu91am Slze
J6.131-'IB.dB3
3 3
I 3
3
3
1 J
3 2]
3
2 3
3 2
3 J
2 J]
2
Cusiwn Size
34.131 -W 130
3 3
1 3
9
3
f 9
3 2
3 3
2 3
3 2
3 3'x
3
3 2
26'
SIaMaN PmJex
306tl4-34, 13D
3 3
1 3
3
3
1 3]
2
3 3
2]
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3
2 3
3 2
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1 3
3
3
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3 3
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Cusiwn Sixe
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3 J
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J
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3 2
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2 3
3 2
3]
2 J
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slwlnl.IW'-MAIN
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1 4
z
2
1 4
z z
4 z
z 4
z z
4 z
2 4
3 2
EgUnAle
2464
3 6
1 3
A
4
1 3
4 2
3 4
2 3
4 3
3 4
2 3
4 2
Bd•
CuQ_51ze
38.IL-! 2.48]
3 4
1 3
4 1
3 4+
9
4 2
3 d
3 3
4 x
J 4
2 3
4 2
Slandwd PloJew
ISIk' -SBAM
4 3
I 4
3 1
d 3
1 4
3 2
4 3
2 4
J 2
4 3
2 d
3 2
MINIMUM SASH HEIGHT FOR FLANGED WINDOW$ IS: TIP TOTIP HEIGHT-49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: SUCK HEIGHT - 48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.006
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT -48I808
TABLE 6B:
GIal33
Tyva
DawriPB¢n (listed ham Este dor to Interior)
1
118"AN,.090"PVB, LIT AN
2
13/18" LIG: 1I6" AN CAP, AIRSPACE, IIW AN, ,090" PVB, 11W AN
3
13/16" LIG: 118' TP 6 P, AIRSPACE, 1/8" AN, .09G' PVB, 118" AN
4
1IB" H8, .090' PVB, vir. HS
5
3I16"AN, .090"PVB, 3116"AN
6
1Y18" LIG: 3116' AN CAP, AIRSPACE, 1/8" AN, .090"PVB, 1/a" AN
J
13/i6" UG: 3116" TP CAP, AIRSPACE, IRY AN, ,DSO" PVB, 118" AN
1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND 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 NEXTAVAILABLE SIZE
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE
WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FITWNHIN.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA VAMMUM POSITIVE DESIGN
PRESSURE OF.65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
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TABLE T'
Anchor CluanBBes Requirod for
TlroughFrome• Inatallatbn
GlassT ea 846
TP m
iv WIN,
+e01a7s-
3T
3r
4r
as
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nvu5In
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Range(I
2V
Eq lte
12464
1 2
1 1
2 1
1 2
t 1
2 2
t z
3 1
2 z
1 R
2
1 2 2
Equalaib
MINK
1 3
1 1
R+
1 2
1 1
R 2
1 2
21112
2
1 2
2
1 2 2
31•
S1 ia.NPmiew
+2'AI-15.96J
2 2
1 2
211
2 2
1 2
2 2
2 2
21212
2
3 2
3
2 2 2
she em
12a61-12993
2 21112
211
z 2
1121212
2 2
2 2
2 z
R R
2
2 2 2
Equal-R.
19652
2 2
112
211
2 z
1 2
2 2
2 R
2 2
2 2
2 R
2
R 2 2
swM P`F.—
15.9N-1a 651
3 2
I z
R 1
2 3
t 3
2 2
2 2
z 3
3 3
2 3
z
2 2 2
WYF
Cusmm slze
15.131-I5.IA3
2 2
1 z
z 1
2 2
1 z
z 2
2 2
z 2
z z
R 2
2
2 z 2
Cmlgm Bua
,131-15.130
3 3
I 2
3 1
2 2
1 z
R 2
2 2
3 2
2 z
R 1212
3 2 R
Sloneal
12.4.-ICIM
2 2
1 2
2 1
z R
1 2
z 2
z 2
2 2
212
R 2
2
2 2121
E'.B w
22d
3 2
1 2
2+
2 2
1 2
2 2
3 z
2 2
212
2 3
3
3 3 R
CULLm 54e
NIJI-2258]
2 2
1 2
2 1
2 2
1 3
2 2
2 2
2 2
2 2
2 3
2
2 3 2
SImHLE Pnnsw
18 SIN -W..IN
2 2
1 3
2 I
2 2
1 2
2 2
2 2
z 2
2 2
2 2
2
2 3 2
IS
Cwlm Sae
1a 131-19.593
2 2
1 2
2 I
2 3
1 2
2 2
2 2
2 2
3 2
2 3
2
2 2 3
cu31cm Sae
15.131. MAN
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2 E
LWIOT Bae
14.1311&130
13
1 3
3 I
2 2
1 2
2 2
2 2
2 2
2 3
2 2
2
2 2]
Smne91
12.464-14.130
J 2
1 3
R 1
3 2
1]
2 2
3 2
2 3
2 2
3 2
3
3 2 3
Equ3Him
24.YN
2 3
1 2
2 1
2 2
1121
2 2
2 2
2 2
3 2
2 3
2
2 J 2
C IFII SiFo
M131-24.963
212
112
2 1
2 2
11212
2
z 2
2 z
3 2
2 3
2
2 3 2
S.N PrtN
MIIH-z21J0
3 2
1 2
2 1
2 2
1121212
2 2
2 2
2 2
2 3
2
2 3 3
45-
Cualun Sae
MA31-XA93
3 z
1 3
2 1
2 2
1121212
2 2
2 2
R 2
2 2
2
2 3 3
c-'—a.
13. 131-1&130
3 2
1 312
1
3 2
1 3
2 2
3 2
2 3
2 2
3 2
2
3 2 3
Cw Sae
14.131-16.130
] 2
1 3
3 1
J 2
1 3
2 2
3 2
23
2 2
J R
3
3 2 J
Slatael
12404-N.IW
3 2
1 3
2 1
3 2
1 3
2
2
2 3
2 2
3 3
3
3 2 3
i
E Hi.
25.277
2 2
1 2
2 1
2 2
1 2
z
2
2 z.
3 2
z 3
2
2 3 2
Cuelom Slae
24.131- z&216
2 2
1 2
2 1
z R
1 z
2
2
2 2
3 2
2 3
2
2 3 2
SbnOazU PmAwi
20,844-2q.130
R 2
1 2
2 1
2 2
1 3
2
2
2 2
3 2
2 3
2
2 3 3
p
SONC
Wamm Sae
20.131-20.313
z 2
1 2
2 1
z 2
1 2
2
2
2 2
2 2
2 z
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2 3 a
Wslan Sae
1&131-MIN
] 3
1 3
z 13
z
1 3
2
2
2 3
2 2
3 2
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3 3 3
IN
1&I31-1&130
3 77
3
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3 2
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2 2
3 3
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3 2 3
Dam—
COalvn Sae
11.1]I .1&130
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33
3 33
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2 3
6Mnee1
Iz.4 -4.130
3 2
1 3
2 13
2
I 3
2 213
2
2 3
2 2
J 2
3
3 2 3
Equal41b
31.9E4
2 3
1 2
3 1
2 3
1 2
3 2
2 3
2 2
J 2
2 3
2
3 4 3
Cuelrvn Sao
23.131-31.W3
3 3
1 3
3 1
3 3
1 3
3 2
3 3
3 3
3 2
3 3
3
3 4 3
SbMaE Pmew
25194-N.130
3 2
1 3
2 I
9 2
1 J
R 2
3 3
2 3
J 2
3 9
J
3 J 9
Cu.. sae
24.131-25,793
3 2 1
1 3
2 1 1
3 2
1 3
2 2
3 3
2 3
3 22
3
3
3 3 3
63
Cuslwn Sae
221]I-31.1311
] 2
1 J
2 13
2
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2 2
9 2
2 3
J 2
3 3]
3
3]
Cun—Srse
20131-22130
3 3
1 3
z 1
3 2
1 3
z 2
S 2
2 3
2 2
J 3]
3]
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Cualwn Si a
Ia.131-36130
] 21
1 31
21 1
3 2
1 3
2 2
3 2
2 3
2 23
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3 4
3 3
onI s1 o
16.131-1&130
3 3
1 3
3 1
9 2
1 J
2 2
3 2
2 3
2 2
4 2
3 4
2 3
Slwleal
131W--16.fb
1 2
1 1
3 1
4 2
1 4
2 2
4 R
2 4
2 R
4 2
3 4
2 3
Equal -Us
3&4a1
3 3
1 3
3 1
3 3
1 a
3 2
3 3
2 3
4 2
3 4
3 3
4 3
Bun. Spa
N.131-384.3
3 3
I 3
3 1
3 3
1 3
J 2
3 3
2 3
4 2
3 4
3 3
4 3
Custm San
U0131. W IN
3 3
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3 3
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3 3
23
4 2
3 4
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30.994-MAN
3 3
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3 3
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3 3
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3 4
3 4
4 3
Gulm Sue
30.131-fi1.993
3 3
1 3
3 1
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1 3
3 z]11
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2 3
3 2
4 3
3 4
4 3
Cmlon Sue
M131-33.130
3 3
1 3
3 1
3 3
1 3
J z
J 3
214
J 2
4 3
3 4
4 3
Stales!
MIN' -39.130
4 2
1 4
2 1
4 2
1 4
2 2
4 3
2 4
3 2
4 3
3 4
3 3
Ep 140
42164
3 4
1 3
4 1
3 4
1 3
4 2
3 4
2 3
4 2
3 4
3 3
5 3
G-
Bmlan Sua
3&131 -42.II
3 1
1 3
4 1
3 4
1 3
4 2
3 4
2 J
4 z
4 4
J 4
5]
61aMaNPnw.
34.194--MAX
4 9
1 4
3 1
4 3
1 4
3 2
4 3
2 4
4 2
4 4
3 4
4 3
'MINIMUM SABH HEIGHT FOR FLANGED WINDOWS IS: TIPTOTIP HEIGHT-49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCKHEIGHT-48.806
TABLE TB:
Glass
Type
n Nemd from Exledorb InledoQ
8
11E' AN,16' AN
9
11B' HS,16" HS
tAN
10
1116- LIP, AIRSPACE, Ile HS, .M' SG, 118' HE
11
1116' LIAP, AIRSPACE, Y%6 AN, .097' SG, 116' AN
12
1116' LIAP, AIRSPACE, lir HS, .09U' SG, 11W HS
13
1116'UG:11WTPCAP,AIRSPACE,116'AN,.0 SG,XIWAN
14
IYIW1.IG:3116'ANCAP,AIRSPACE, 11S'NE,.IKar SG,1/8-HS
15
1116' LIG:116• TP CAP, AIRSPACE, ifW HS, .0 SG Ur HS
1)TIPTOTIPDIMENSIONSSHOWN. FORINTEGRALFINANOEQUALIEG WINDOWS,
SUBTRACT 1' FROM THE TIP TO TIP DIMENSION INTHETABLE TO DETERMINE THE
WINDOW SRB.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE
3) FOR RADIUS TOP WINDOWS, AND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE
WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
4) WINDOWS WITH THE LOW SILL OPTION ME LIMITED TO A MAXIMUM POSRNE DESIGN
PRESSURE OF e65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
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INSTALLATION DETAILS FOR FLANGE FRAMES
INSTALLATION
OPTION EDGE DISTANCE
r -T---- -----.
ANCHORED THROUGH I
FRAME WOOD
FRAME ORRSUC BUGKSTRIP.
SEE NOTE 2, THIS SHEET. I 0 EMBED-
I.ENT
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRE ICMU.
- EMBEDMENT
-F� 1;4'MAX SHIM
27 ( L_ LL__J . .*—FLIXEHD
ELE
FIXEVISIBLE
SEE TABLE
NOTE B, FOF G18 HEAD TYPE
FIXED TYRANCHORTYPE,
VISIBLE EMSEDMENTAND
EDGE DISTANCE PER
LIGHT SUBSTRATE, GEE
HEIGHT TABLE B.
TIP
L%uj
TO
TIP
HEIGHT
r
r
SASH
VISIBLE
LIGHT
HEIGHT
J_
EXTERIOR
a
15
1-MEP
42
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9.
46
3
USE EITHER 1
SWEEP LATCH
MIDSPAN OR 2
BOTTOM
/LOCKS
OPTIONALHIAISE
SILL SHOWN. SEE
SHEET IUFOR
STANDARDSILL.
1l4"MAX
SHIM
I
NOANCHORS '
REQUIRED IN °
FIANGECR °
EQUAL -LEG -
FRAMESILLS °
VERTICAL SECTION B-B
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX
BUCKSTRIP INTO CONCRETEICMU.
SEE NOTE 2, THIS SHEET.
SASH VISIBLE 17
LIGHT WIDTH e
TIPTOTIPWIDTH
EXTERIOR
A'A=A
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
P.T Southern Pine (SG-0.55)
9/16,
1-318"
#12 Steel,
18-8 or 410
Aluminum, 6063-TS rrin.
3/8"
0.063"
SS Screw
A36 Steel
3/8"
0.063"
Steel Stud, Gr. 33 min.
3/9'
1 0.045" 18 Ga
1/4"410 S
rate 3.351ai)
ondCMU,STCuc
1"
1-W4"
CreleFlez
(AM90)
-V2
1-1/4"
P . Southern Pine SG=0.55)
1"
1-3/8"
1/4" Steel
Ukracon
Concrete (1112.851ai)
Ungrouted CMU, (ASTM C-90)
1°
2-1/2"
1-318'
1-1/4"
P.T. Southern Pine (SG=0.55
1°
1-3/8"
nl mlI VfJIIIHC UhTUNV I rlt.k I AL SUBSTRATE,
8) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHEXIFLAT HEADTYPE IS
ALLOWABLE FOR ANCHORS IN THE HEAD.
O) "UN.H.UTED CMU' VALUES MAY BE USED FOR GROUTED CM APPLICATIONS.
EMBEDMENT
TABLES.
VISIBLE LIGHT FORMULAS:
(SHOWN FOR HI -RISE SILL: SEE
SHEET 9 FOR STANDARD SILL)
WIDTH
Q SASH S FIXED LIFE: TIP TO TIP WIDTH -SIT
HEIGHT (EQUAL-LITE)
TIP TO TIP HEIGHTQ -3 73'
HEIGHT(PROVIEWI
PFIXED LITE: TIP TO TIP HEIGHT/2. 378'
@SASH: TIP TO TIP HEIGHT2-1193-
HEIGHT (CUSTOM SASH)
@FIXED LITE: TIP TO TIP HEIGHT -SASH HEIGHT -3.55"
@SASH: SASH HEIGHT -430"
NOTES'
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY BE USED ON ANY S1DE OF
THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
S. ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE
CONSIDERED I INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-12" THICK OR GREATER. IX AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD RUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD,
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
1®
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o Eo
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No. 5B7G5 ,.
--0 : pypyf1
INSTALLATION
OPTION 1 EDGE
ANCHORED THROUGH_
FRAME IWOOR
FRAMEOR BSHEE
SEE NOTE 2, THISHISSHEET.
L
FIXED
VISIBLE
LIGHT
HEIGHT
BUCK
HEIGHT
63T
1
SASH
VISIBLE
LIGHT
HEIGHT
EXTERIOR
a
15
I'WEEP 42
INSTALLATION OPTION 2
INSTALLATION OPTION 3
ANCHOREDTHROUGHFRAME
ANCHORED THROUGH FRAME AND IX
DIRECTLY INTO CONCRETECMU.
BUCKSTRIP INTO CONCRETE/CMU,
SEE NOTE 2, THIS SHEET.
EMBEDMENT
EMBEDMENT
EMBED-
1/4"MAX SHIM
1/4' MAX SHIM
MENT EDGE -
r
SASH VISIBLE
SSA HTWIOTN pEDGE
uIt DISTANCE
DISTANCE
MAX SHIM
19
C____LJ
FI%EDVISIBLE `I
UGHTWIDTH —
••
SEE TABLE
J NOTE B, FOR
I
HEADTYPE
TYRANCHORTYPE, -
EMBEDMENTAND
„
EDGE DISTANCE PER
suBTABLEB.SEE
I 31 R 5B
n
•_
TYRANCHORTYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8.
a
13
USE EITHER 1
SWEEP LATCH
MIDSPAN OR 2
BOTTOM LOCKS
rra
NOANCHORS
REQUIRED IN
FLANGEOR °
EQUAL4.EG •• - '
FRAME SILLS • "
VERTICAL SECTION B-B
OPTIONAL HI -RISE
SILL SHOWN. SEE
SHEET iDFOR
STANDARDSILL.
1/4" MAX
BUCKWIDTH
EXTERIOR HORIZONTAL SECTION A -A
v
1/4' MAX. SHIM
�DADE APPROVED MULLION, FBC
COMPLIANT ALUMINUM/STEEL FRAMING
XED
OR STEEL STUD, MAY BE VERTICAL OR
HORIZONTAL. SEE SUBSTRATE
PROPERTIES, TABLE 0.
INSTALLATION
EQUAL
OPTION
LEG)BOX
ANCHORED THROUGH
FRAME
FRAME INTO METAL
SHOWN
Anchor
Substrate
Min. Edge
Min. Embedment
Distance
P.T. Southern Pine (SG=0.55)42-1/2"1-1/4"
/e"
8-8 or 4Stee1,
or 410SS
Aluminum 6063-T5 min.
3'•B-B
Screw
A38 Steel
3"Steel
Stud, Gr. 33 rrin.
18 Ga1/4"
410 SS
Concrete (min. 3.35 ksi)4,CreteFleX
Ungrouted CMU,(ASTM C-90)4"P.T.
Southern Pine (SG=0.55/8"
1/4" Steel
Concrete (min. 2.85 ksi)
T.
1-3r8'•
Ultracon
Ungrouted CMU, (A TMC-90)
2-1/2"
1-1/4"
_
P.T-Southern Pine (SG=0.65)
1"
1-3/8"
B) USE ONLY FLITHEAO ANCHORS IN JAMBS. PAN/HEXAn AT HEAD TYPE IS
ALLOWABLE FOR ANCHORS IN THE HEAD,
C)'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 8,
VISIBLE LIGHT FORMULAS:
(SHOWN FOR HLRISE SILL: SEE
SHEET a FOR STANDARD SILL)
WIDTH
SASH 0 FIXED LITE: BUCK MOTH -4.12"
HEIGHT (EQUAL-LITE)
BUCK HEIGHT2-3.23'
HEIGHT(PROVIEW)
@FIXED LITE: BUCK HEIGH UZ • 4.28"
@SASH: BUCK HI - MAT
HEIGHT (CUSTOM SASH)
®FIXED LITE: BUCK HEIGHT - SASH HEIGHT -2.55-
@SASH: SASH HEIGHT -46D'
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF
THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
0. ALL WOOD BUCKS LESS THAN MR"THICKARE TO BE
CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL
IF UNR IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS U ARE 1-12- THICK OR GREATER. IX AND 2X BUCKS
WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECTOF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
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No. 58705 '
'0 0
INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES
EDGE
DISTANCE
EMBEDMENT
EDGE
DISTANCE
L'J
L114"MAX EMBEDMENT
� U
2 SHIM
D
18 TYR ANCHOR TYPE,
EMBEDMENTANDEDGE
FIXED
DISTANCE PER SUBSTRATE,
VISIBLE
SEE TABLE 9,
LIGHT
HEIGHT
7HEIG�
BUCK 13
HEIGHT USE EITHER 1
SWEEP LATCH @
MIDSPAN OR 2
BOTTOM LOCKS
/
EXTERIOR
a
1' WEEP
NOTCH AT -
EACH END
TYR ANCHOR TYPE,
EMBEDMENT AND EDGE
LANCE PER SUBSTRATE;
SEE TABLE 9.
(SCREW SHOWN)
STANDARDSILL
SHOWN. SEE
PREVIOUS SHEET
FOR OPTIONAL
HI -RISE SILL.
1/4' MAX TABLE 9'
VERTICAL SECTION D-D
114" MAX SHIM
114-MAX. SHIM -1
SASH VISIBLE
LIGHTWDTH
FIXEDVISIBLE
LIGHT WIOTH
eUCKWIDTH
HORIZONTAL SECTION C-C
DADE APPROVED MULLION, FBC
— COMPLIANTALUMINUMISTEEL FRAMING
OR STEEL STUD. MAY BE VERTICAL OR
HORIZONTAL. SEE SUBSTRATE
PROPERTIES, TABLE 9.
#1DOR #12 STEEL
,—SELF-DRILLING
SMS (G5), SEE TABLE 9.
INSTALLATION
OPTION 7
ANCHORED THROUGH
INTEGRAL FIN INTO METAL
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
2-1/2" x.113" Box Nail
P.T. Southern Pine (SG=0.55)
5I18"
2.438
2-1/2" x . 131 " Common Nail
P.T. Southern Pine(SG=0,55)
3/8"
2.438
2.112" x .145" Roofing Nail
P.T. Southern Pine (SG=0.55)
3/8"
2.438
1-1/2" x .145" Roofing Nail
P.T. Southern Pine (SG=0.55)
XS-
2.438
#10 Steel Tmsshead Screw or
#12 Steel, 18-8 or 410 SS
Screw
P.T. Southern Pine (SG=0.55)
0.125"Aluminum, B083-TS min.
1/2"
5/18"
1.375
0125
0.050" A36 Steel
516"
0.05
0.045" (18 GIB) Steel Stud, Gr. 33 min.
5I16"
0.045
n/rvi�rv.—� Inrtuui., VXU 1 n[ MGI AI, aU.OI HA I,
114- MAX
EDGE
DISTANCE
TYP. ANCHOR TYPE,
3EDMENTANDEDGE
ER SUBSTRATE, SEE
BLE 9. (NAIL SHOWN)
VISIBLE LIGHT FORMULAS:
(SHOWN FOR STANDARD SILL: SEE
SHEETS 7 OR 6 FOR HI -RISE SILL)
WIDTH
@ SASH S FIXED LITE: BUCK WIDTH -4.12"
HEIGHTIEOUAL-LITE)
BUCK HEIGHT2-3.13"
HEIGHT(PROVIEW1
@FIXED LITE: BUCK HEIGHT/2 -4 2W
@SASH: BUCK HEIGHT-11.43"
HEIGHT (CUSTOM SASH)
@FIXED LITE: BUCK HEIGHT -SASH HEIGHT -2.55"
@SASH: SASH HEIGHT -4SP'
NOTES
1) USE ONLY SUBSTRATEIPPROPRIATE
ANCHORS LISTED ON TABLE 9. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS. MY
INSTALLATION OPTION SHOWN MAY BE USED
ON ANY S10E OF THE WINDOW.
2) VISIBLE UGHT WIDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING) IS
MEASURED FROM BEADING TO BEADING.
2.B
3.040'
�� .082' 1.125"
2340"
2.112° 17
L489•
.082' .O6Y .O6r .9Or
Oi FLANGE FRAME HEAD
2.79r
MIT
n
OFLANGE FRAME SILL
- 2.580' 3.185-
3.18�5_
L
M.. OST
2.iZ4'
1
OH�RAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGEFRAMEJAMB
2998- 2.798' -�
.062- .W2'
1.45'
LOe EQUAL LEG FRAME SILL
OINTEGRAL FIN FRAME SILL
I 2.2T3'
3.S0B'
o6r
FLANGE FRAME SILL
f0 HI -RISE
OINTEGRAL FIN FRAME
JAMS
2.i98•
4av
lj;_�-
wz'
INTEGRAL FIN FRAME
ft SILL - HFRISE
2.060'
062-
2.124°
O EQUAL LEG FRAME JAMB
1z EQUAL LEG FRAME
SILL HMtISE
I
000•
1.=. .120' u° I z.2T3• ----I
.119" SILICONE
STRUCTURAL JE
T.MELT BUTYL
2 ]]Y POLYISOBUTYLENE 1/4-NOM. STRUCTUU16"NOM.
7NTH SILIC
2.211° 2.105' 082• DESICCANT FOAM IL] E
�j DESICC
�^[J 06Y EXT. GLASS
I I � I I EXT. GLASS
.062- �-{� 1.300' f � 1.3W' r "'�1 1300• INT. GLASS GLASS
SASHOOTTOMRAIL- TO KOOISPACE 4SG TPS i1 SUPER SPACER' NXTm
O SASH TOP RNL OFIXEO MEETING RAIL is HI -RISE l4 SASH BOTTOM RAIL ti GASH SIDE RAIL
ALUMINUM POLYISOBUTYLENE DESICCANTR L
I-� 1.40. ��_ REINFORCEMENT
1.52r +: 1{ "'�.634' I .485' --� "'� 81]' �.496'ILI SEAL SICONES.
1 .62]' 1 BUTYLd STAINLESS STEED SILICONE REAL
WO" I 2' DESICCANT
.813 I .OiO'O2 .OiO'�T .045° �T^.8O2" .050' II .BOr FOAM
ice' _-"1T_- T E%T. GLASS EXT. GLASS
370-
. GLASS
le OH VERCNOR OSASHSTOPOOVER IS READ SIGSNAPBEAD 0SMIS-LAMIBEAD n i116'LAMIBEAO INT. GLASS
i3 DURASEALA SPACER O%L EDGER SPACER
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PGT Pad Al
DeacNption
Material
1
6420U1
Head, Flange
Alm- 8063. 6
2
624017
Head, Integral Fin
Alum. UDI
3
624D28
Head, EquaHeg
Alum. 5063-TS
4
624004
Jamb, Flange
Alum. 50S3-TB
4A
Jamb, Flange (Used For Alternate Radius Tap Head)
Alum. 6063-T52
5
624020
Jamb, Integral Fin
Alum. 6063-T6
5A
Jamb, Integral Fin (Used For Alternate Radius Top Head)
Alum. 6063M
6
524031
Jamb. Equal -leg
Alum. W63-TU
6A
Jamb, Equa4leg (Used For Alternate Radius Tap Head)
Alum. SD T52
7
624002
Sill, Flange
Alum. 606XTO
8
624018
Sill, Integral Fin
Alum. 601
9
624029
Sill, Equal4eg
Alum. ISWXT6
1D
U40M
Sill, Hi -Rise, Flange
Alum. 606&T6
11
U4019
Sill, HI -Rise, Integral Fin
Alum. 6OI
12
6240M
Sill, K Rise, EquaHeg
Alum. Bull
13
624006
Sash Top Rail
Alum. GOOSA-761
14
624005
Fhred Meeting Rail
Alum. 6005A-T61
15
624012
Sash Bottom Rall- Hi -Rise
Alum. 6083-T8
16
624068
Sash Bottom Rail
Al.. 6063-T6
17
624DO7
Sash Side Rail
Alm. 6053-TS
18
1 624051
lHead Anchor Cofer
Alum. 6063-TB
19
624015
Sash Stop
Alum. 6063LT6
25A
U4009
IS Bead
Alum. 6063.T5
25B
624011
IG Snap Bead
Alum. 61163-15
W
624013
5MT Lami Beading
Alum. 6063-T6
27
624 13
711T Lami Beading
Alum. 6003-TB
30
Gui
Glazing Bead. Bulb Vim'I For#624023
Vinyl
31
6TP248
Glazing Bead, Bulb Vinyl for#624DD9 & #024011
Vinyl
32
724M
Sweep latch (@ Top Rail)
Cast Eno
33
624D49
Sotlom Latch (@ Sill)
Al.. 6D63-TB
34
Setting Block(118-X 12X4)
Neoprene
35A
IG Setting Black (1l8' X314° X4')
Neoprene
36B
1 724014
JIG Snap Setting Block
Vinyl
35
7240"
Bottom Rail Weatherstrip Extension
37
724053
Sill Gasket
Polyethylene
W
724054
Sash Top Rod Gasket
Polyethylene
39
7240M
Sash Bottom Rail Gasket
Polyethylene
40
724057
Head Gasket
Polyethylene
41
7NO63
Meeting Rail Gasket
Polyethylene
42
61226D
Sash Bottom Rail Bulb Vinyl
Polyethylene
43
Weatherstrip, .27D' x .18T, Fin Seal (@ MR)
44
67S16G
Weatherstrip, .170' X.270', Fin Seal (® Sash Side Rail)
45
Weatherstrip, .170- X.187°, Fin Seal (@ Top Sash Rail)
46
lades
Balance with Cowr&Trim
Rigid Vinyl
51
781PSGX
qe %1" PH SMS (Assembly)
Stainless Steel
55
7834AA
ASX314- Ph. PN EMS(Balance)
Stainless Steel
63
Alum. Screen vnth Fiberglass Mesh
Vanes
70
Kemmeding Kodispace 4SG TPS
71
-
Guanex Super Spacer WSee
Sheet
10 far
72
e< DuanDuraseal Spacer
Materials
73
Canfinal XL Edge Spacer
74
-
Dow 791. 899 w GE 7700 Backloeddklg
Silicone
JAMB
NOTES:
I) ALL CORNERS TO USE GASKETAND/OR SEALANT.
2) SOME PARTSIOPTIONS NOT SHOWN ON ORAWING FOR CLARITY.
SASH
SIDE
RAIL
ASSEMBLY DETAILS FOR
FLANGE FRAMES
(OTHER FRAME TYPES SIMILAR).
I
SASH BOTTOM RAIL
INTERIOR
�Z2
TABLE 10: MATERIAL PROPERTIES USED
FOR ANCHORAGE CAI CI II ATIONS
MaterkO
Mid. Ft
Min F,
Steel Screw
Real
120ksi
1685crew
601kei
95 ksi
410 Screw
90 ksi
110 ksi
EIco UIIraCmA
410 SS EIco Cnmd9wx0
155ksi
127.4 ksi
177 ksi
169.7 ksi
60 75 AI.m.
16 ksi
23 ksi
AM Steel
36 kei
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
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A LYNN FELLER, P.E
P.El Sams
! $CHINNED
By
MI®DARE St•LUCie( ntv
MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidadczovleconomv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE: '
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section' to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or meet the requirements of the applicable building code.
This product is appro as describ heeet and has been designed to comply with the Florida Building
Code, including th igh Velocity Hurricane one. -
DESCRIPTION Series "PW7620A" AI and
Fixed Window- N.I.
APPROVAL DO NT: Dra ' o. MD-7620A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 11 of 1 , a e 4/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed
and sealed by Anthony Lynn Mill r, RE bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance nu expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RAT G: None.
LABELING: Each unit ll bear a anent label with the manufacturer's name or logo, city, state,
model/series, and following sta nt: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 17-0614.10 and consists of this page 1 and evidence pages E-1, E-2,
E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0430.04
MIAMMADE COUNTY Expiration Date: February 19, 2024
f8j1q
f��" Approval Date: August 23, Z018
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.16-0629.13)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.11-1114.17)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manuel PeA P.E.
Product Control finer
NOA No.19-0430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 61 Edition (2017), dated 09/14/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following: ,
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./ in.
F. STATEMENTS
1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6' Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under NOA No.16-0629.13)
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11 -1114.17)
6. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manuel P e -'P. E.
Product Contro E miner
NOA No.-0430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 16-0629.13, issued to PGT Industries, Inc. for their Series
"PW-701/620" Aluminum Fixed Window - N.I." approved on 08/04/16 and expiring
on 02/19/19
E-3
Manu 1 PeelP.E.
Product Control q.miner
NOA No. 1 - 430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision D dated 03/16/18, 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
7) Drop Load Test, per. CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked -up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE,
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying wi.h FBC 6" Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17-0614.10, issued to PGT Industries, Inc. for their Series
"PW-701/620" Aluminum Fixed Window—N.T., approved on 10/12/17 ai d expiring
on 02/19/19.
Manuel Pe P.E.
Product Control xa finer
NOA No. 1 430.04
F,xpiration Date: February 19, 2024
Approval Date: August 23, 2018
E-4
GENERAL NOTES: SERIES PW7620A
NON -IMPACT -RESISTANT FIXED WINDOW
I)THIS PRODUCT HAS BEEN DESIGNED & TESTEDTO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
61"TIP-TO-TIPWDW
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
6r7-114CVI5IBDLEm
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS.
LIGHT WID
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE
ONLYMWMI-DADECOUNTY APPROVED MASONRY ANCHORS.
6d2"
B SHEETS
4)ALL WOOD BUCKS LESS THAN I.12"T)ICKARE TO BE
A
120
C
CONSIDERED IX INSTALIATION5. IX WOOD BUCKS ARE OF IONAL
SHEETS
A BU
SHEETS
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BU KS
DEPICTEDASMARE1412"THICKORGREATER. IXAND2 BUCKS
T
(WHEN USED) SHALE BE DESIGNED TO PROPERLY TRANS R
f-- _____
L-
LOADSTOTHESTRUCTURE. WOOD BUCKOESIGNAN.
L
11 T-114"
..LLB.
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEERIEOR) 12"
MAX .
VISIBLE
12'MAX,
OR ARCHITECT OF RECORD,(AOR).
O.C.
I LIGHT
GO'
HEIGHT
W) OMENT TOR MATERIAL SHALLBEB ONO
/
121"
SINGEMB
STUCCO. ANT
WALLDRESSING STUCCO. .US
WALL DRESSING
p.TQ -
NT EA IS USOF ED NALLI
NARROW ALLF
TIP
D
CORNERS OF THE FRAME. INSTALLATON ANCHORS SNOU OBE
CORNERSOFTHEFRA E. INSTEALANTISUSHOR
EIGHT
SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WA ER
-
RESISTANCEOFINSTALLATIONSHALLBEDONEBYOTHER AN O IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
1 _
6) MAX. 114' SHIMS ARE REDUIREDAT EACH ANCHOR LOCATIO
WHERE THE PRODUCT IS NOT FLUSH TO THE SUB ITS
I
LB--�{
6. T
,12
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS .WOOD
F� 12" .00.
MAX.
BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
rve nnnln_cnv nnc
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
, PCSITNE9ESIGN LOADS LASED ONWATERTESTPRESSURE,
sT RUCILRAL TEST I'RGGSuBE_ (FAME ANALYSIS AND GLASS
F.H MEI "J
O. DL5 V N L:1NUa.41<e ..AS'eD DN /ALUW ewe SidF55
G__ i,ASD
3) THE ANCHORAGE METHODS St OWN HAVE BEEN DESIGNED
i0 RE- S1 TIK A NDLOADS CORRESPONDING TO THE
REQUIRED DESIGN PRESSURE THE 33 113 A STRESS INCREASE.
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION
OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-3034, 3647, 3050, 7212 &
104763: ELCO ULTRACCN NON ELCO CRETEFLEX NON
ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM
DESIGN MANUAL.
10) THE 762M SERIES WAS FORMERLY CALLED THE 620 SERIES.
CODES/ STANDARDS USED:
•2017 FLORIDA BUILDING CODE(FBC), STH EDITION
•ASTM E130049
•ANSIIAF&PA NOS-2015 FOR WOOD CONSTRUCTON
.ALUMINUM DESIGN MANUAL, AOM-2015
•AISI Sl0 12
•AISC 36010
GUIDE TL c
G ENERAL NOTES
ELEVATIONS. I
GLAZING DETAILS... _.. 2£
DESIGN PRESSURES. 2-6
INSTALLATION, FLANGE ... T
INSTALLATION EQUAL LEG _....0
INSTALLATION WT FIN A, 9
INSTALLATION INS FIN B......... 10
CORNERASSEMBLY .11
EXTRUSION PROFILES .....11
PARTSLIST... „_, _.. ...11
F)GURE1
I MAX \ .
N:AX
\ / \11, ,1 c
MAx
r
DESIGN PRESSURERATING IMPACT RATING
VARIES, NOTRATEDFORIMPACT
SEESHEETS2.6 RESISTANCE
H
651GHT
IIIB
W DTH
T
LIFGH
wAN Bw F
_D, SKEET6
6' MAX.
H EDTTIBTH
2" MA%.
bII
Bwldvlg Cwle
Nccpmc•
" 1�1�
1
m
B
MIm M03dn
E, SHEETS
C
120'
G, SHEETS
E,H
JR-G3/16I18-ADDED GLASS
BUCK
BUCK
i
TYPES 1, 4 & 6.
.`o.
SERIES NAME CHANGED TO
i
7620A FROM 620.
117-1/4"
1
1171l4'
VISIBLE
/
VISIBLE
_L
LIGHT
LIGHT
HEIGHT
HEIGHT
-MAX
50.C.
129-
HGHT
K -
2" MAX,
5" MAX. O.C.
TYR EQUAL -LEG FRAME
TYP. FIN FRAME ELEVATION
ELEVATION
Type a
Description
Sheet
1
3I16"Annealed
2
eretl
3
3
1/4" Te r
4
3/16"Annealed-7/16"Nr-3116"Annealed
5
5
INlV IG 3116"Te eretl-7/i6"Alr-W16"Tem ed
6
6
1-1116"IG 1/4"Te eretl-9/16"Alr-1/4"Te red
7
S13PES AS SHO9NBELOI OR m.I R,MAY 6E USED BY INSCRIBING THE SHAPEIN A BLOOK,
M FRS D»J 118'.6 AX RF.SP(IRTNFRStOCKCREPROMTHETAOP S RVEDITAME
`IHRFPSHA.Nl51'IB. 6'XAX iRGAn CCF:-FFHti gNL`12'CCnKX fOR gLL CLIRVEO T'RAMe
� IBFp cIr:LRF1 THIS ccFFT
Imo-V,90TM-.- --WIDTH— WIDIL--{
' Wp InI
�WIDTH WIDTH--IWIDTII--I "-WIDTH—{
1 1D 11i
L — J L 3
WILTiH� A
WIH -� IH-�ON --I WIDTH
� 1J . -LI � I ,d
I`I11 NY LYN/V ,
* ; No.58705
�'ss TONAL 1�?•`•
A LYNN MILLER, P.E.
F.E#50705
TABLE2
Window Design Pressure (+I-, pso for Glass Type 1
Long side,
TiptoTl(in)
54A1116
57
61
65
69
1 73
1 77
81
85
89
93
97
31
+).58.4
+/-55.5
+/-51
+/47.6
+/-44.4
+1-41.7
+/-40.1
+/-38.8
+/-37.6
+/-36.4
+/-35.5
+/-34.6
33
+/-56.9
+/-53.8
+/-49.6
+/-05.9
+/-42.1
+/-39.8
+/_37.8
+/-36
+/-34.4
+/-32.9
35
+1-56
+/.52.7
+/-48.9
+1-44.9
+/-41.2
+/-38.8
+/-36.4
+/-34.2
+/-32
�-
37
+/-55.2
+/-52.2
+/-48.3
+/-44.5
+/-40.9
+/-38.3
+/-35.8
+/-33.1
n
F
39
+/-54.1
+/.51.6
a1-47.9
+/-44.1
a/-40.7
+/-36.1
=
n
41
+/-53
+1-50.8
+/-47.4
+/-43.6
+/-40.5
+/-38
E-
43
a/-52
+/-09.9
+/_46.7
+/43.3
a/.40.2
a
45
+1-51
+/-49.1
+1 45.7
+/-02.6
c
47
+/49.5
a/.47.9
+1-44.7
h
49
+/48.1
+/.46.5
+/-43.7
51
+/.46.8
+/45
53
+/-45.5
54-11/16
+/-44.3
1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT P FROM THE TIPJO0.TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVA(LIBLE SHORTOR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
0. W15-ANNEALEDGLASS
I
,;
cLAss BITe
EXTERIOR
a
20 13
GLASS TYPE i
JR-=10118 -ADDED GLASS
.. TYPE &TABLE.
c
TABLE '7j' �jP .. ,pulullq�
BE
NS
ORIENTED VEROTCALYYOR �GENSp���(,'''-
HORIZONTALLY AS SHOWN. 1 Q�r`
LONG �j LONG No.58705
S1DE J p' SIDE
-�� LONG SIDE F- LONGSIDE = I
SHORT 1 SHORT yy V :���. SATE O�
SIDE 510E P %(C`ss <CORIDN..
L� SHORT
SIDE�� SSIDET ��NA�1E11`
A LYNN MILLER, P.E.
TAPI F l'
Window Design Pressure (+/-, psf) for Glass Type 2
Long Side, Tip To Tip (in)
85.7/8
89
93
97
101
105
109
113
117
121
125
129
133
137
141
145
31
♦1001-14S8
+100/-144.7
+1001-141.9
+1001-138.4
+1001-135.4
+1001-132.8
+1001-130.5
+100/-128.6
+1001-126,8
+1001-126.4
+1001-124
+100/-122.6
+1001-121.5
+100/-120.5
+1001d19.6
NOON 78.8
33
+100/-136.3
+1001-131.7
N0D/-127.1
+1001-123.4
+100/-120.3
+100/-117.9
NOOI-075.8
.1001-113.8
+10D/-112
+1001A10.4
+1001-108.9
+1001-107,6
+100/-106.5
+1001-105.6
+1001-104.5
+100/-103.7
35
+1001-126.7
+100/-122.3
+1001-117.7
+100/-113.9
+1001-110.1
+169106.8
+1001-104.3
+1001-102.2
+1001-100,4
+/-99
+/-97.4
+/-96.2
+1-95
+1-93.9
+/-93
+/-92.1
37
+100/-122
+100/-117.3
+100%111.8
+1001-105.4
+100/-102.6
+/-99.7
H-96.9
+/-94A
+/-92.2
H-90A
+/-88
+1.86A
+1-85.2
+/.84
+1-83
+/.82
39
+1001-120.2
+1001-115.1
+1001-107.8
+1001-102.5
+/.98.4
+1-94.5
H-91.2
+/-87.9
H-85.2
+/-93
+/-81.4
+1-79.8
+/-78.4
H-77.2
+/-76.2
+1.75.1
41
+1001-117.8
+100/-113.9
+100/-106.8
+100/-100.8
+/.96.1
+1-91.5
+/.66.9
H-83.4
+/-81.1
H-78.9
+1-76.9
+/-75
+/-73.4
+/-71.8
+/-70.3
+/-68.8
43
+1001-113.9
+1001-112.6
+10WA06.2
+1001-100.6
+/-95.3
+/-89.9
+/-85
H-81.4
+/-78.7
+/-76.1
+/-73.5
+/-71.2
+1.69
4/-67
/- + 65.2
+/-63.5
45
+1001-110.5
+1001-109.1
+1001-106.0
+1001-100.7
H-95.4
+1-89.9
+/-84.1
+/.80.8
+/-77.6
+/-74.4
+/_71.6
+/-68.5
+/.65.9
+/-63.4
+/-61.8
+/-60.8
47
+100/-107.4
+1001-106
+IDU/-ID4.3
+1001-101.1
+1-95.7
+1.90.3
+/-84.6
+1-80.6
+07A
+/-74
H-70.3
H-67.2
+1-63.9
+/-61.7
+/-60.4
+/-59
49
+100/-IN.6
+1001-103.1
+1001-101.5
+/-100
+/-96.3
+/-90.8
+/-85.2
+/-81.1
+/-77.5
+/-74
H-70.6
+/-66.6
+/-63
+/-61.4
+/-59.6
+1-58
51
+1001-102A
+100/-100.6
+/-98.9
+/-97.4
+/-96
+/-91.4
H-85.8
+/-81.6
+/-78.2
H-74.6
+/-70.9
+/-67..3
+/-63.2
+/E1
+/-59.4
+/-57S
xmy
53
+1-98.3
-.
+/965
4
+/-93.6
+/-92
+/-86.6
+/-82
+/-78.6
+/-75.3
+/.77.6
+/-67.6
+/.64
N-67.4
55
+/.8428
-91.3
a/-0
+/.87.2
H-82.4
+/.70.8
H-]5.8
+/q22
H68b
+/-6.8
57
H-84.3
+/-92.4
+l-90.8
_
+/89.3
+/-88
+/-Bfi.B
*/-82.7
+/- 79.2
+l46
+1.72.8
+/-694
59
+-92.6
+/-90.6
+/-88.9
+/-87.4
+/-86A
+/.84.9
+/-82.3
+/-79.3
+1.76
+/-72S
efit
H-91
+/-89
+/-87.3
+/-85]
+/-84.3
+1-83.1
+/.81.4
+/-78.7
+/-76
y
63
J+/.W.3
+/.89.6
+1-87.6
+1-05.8
+/-8.2
+1-82.7
H-81.4
+1-80.3
+/.77.5
65
-81.3
+-79.9
+/J8.8
67
+/-8T3
+/-85A
+/-83.1
+b81.4
+/-79.9
+/-]8.5
69
+1.802
.
1 -757
+/-85A
+/-83
/-809
*/-71 79.1
73
.1-BGS
I
77
185.8 /834
- T -_
I807
_._
_
81
63 I
f82.9 1 /-80.8 -
481 3 _
"' 11.u uY IJ111111 1-1BLTl HE IL'-0'TI UN[NL:QN IN THE LADLE TO DETERMINE THE WINDOWSIZE..
27OB SIZES IOT3HO4.NROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
., "k .1 J: a. a w y .1n c.,1eN1ES a. D,u,,..E b THE OVER A.-UINIEN_IONSCOMPLCTELYF7 WITHIN
TABLE DIMENSIONS NIAY BE T
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
LONG SIDE
SHORT I 1
SIDE
I SHORT
J_ 610E
)� LONGSIDE
--
-�I
SHORT
510E
L
7
LONG
SIDE
6HORT I_
SIDE I`
it
�]l16" TEMPERED GL46$
I
4 11
5S
GLA65 SITE
1-3
EXTERIOR
a 20 13
GLASS TYPE
NO CHANGES THIS SHEET.
W
Y
O
>
Qo
7F,
C9 ry ° a
0
Oul
0 o
Z u
u
z
J
H
wall
d
'L
= Lu o'
O ®¢
W
O
W w
Z C
Lu u
J
CD
95'C
> Q R
Z
Z ° o
O
y
i
Jlo
Q
Q
F
C,
Z
i
`
Z
W
e
.-
U
W
K
W
` \,��1pY LYN/V
a : ksNsF
P:' P
No. 58705
; :!
A0- .
V.E.
-� Imo' - m 31'
Window Design Pressure (+l-, psf) for Glass Type 3
Long Side, Tip To Tip in
85.7/8
89
93
101
105
109
113
117
121
1 125
1 129
133
137
141
145
31
+1001-146.8
+100l-144,7
+100/-143.4
+100/-142.2
+1001-141.2
+1001-140.2
+100/-139.4
+1001-138.6
+1001-137.8
+10W-137.1
+1001-136.5
+100/-135.9
+100/-1354
+100/-13,19
+1001-134.4
+1001-134
+1001.138.6
+10W.137.5
+1001-136.2
100 133.9
+10D/-133
+100/-132.1
+1001-131.3
+1001-130.5
+10W-129.8
+1001-129.2
+100/-128.6
+1001-128
♦10W-127.5
+100/-127
+100/-126.6
35
+10111-132.4
+1001-131.2
+16 .9
+10W-128.7
+ -127,8
+10W-126.6
+100/-125.7
+1001-124.8
+100/-124.1
+1E01-123.4
+10151-1223
+1001-122.1
+100/-121.5
+1001-121
+10W-120.5
+1001-120.1
+700/-126.9
+10W-125.7
+I DO/.124.
711
+100/422
+1001-120.9
+1001-120
+1001-119.1
+100/-118.4
+1001-117.6
+100/-017
+100t-116.4
+1001-115.8
+1001-115.3
+1001-114.8
+100/-114.3
39
+100/-122.1
+100/-120.8
+1001-119.4
+10W-118.1
+100/-117
+1001-115.9
+100/-115
+1001-114.1
+1001-113.3
+10W-H2.6
+100/-111.9
+100/411.3
+10W-110.7
+10W-110.1
+1001-108.8
+1001107.8
41
+1001-117.8
+1001-116.5
+10011
+1D0/-113.7
+10W-112.5
+1001 11.4
+1001-110.5
+1001-109.6
+1001-108.8
+1001-107.7
+1001.105.5
+100/-103.4
+102F-002
+1001-100.6
+1-99.4
+/-96.2
43
+1001-113.9
+1001-112.6
+1001-111.1
+1001-109.7
+10D/-108.5
+1001-107.4
+100/406.4
+100/-105.5
+100t-103S
+100/1
+/-98.7
+/1
+/-94,9
+1-93.2
+1-91.6
+1-90.1
45
+1001-110.5
+1001109.1
+100/-107.5
+10W406.1
+1001104.9
+100/-103.8
+1001-102.7
+10D/I
+/-99.2
+/1
+/-93.6
+1-90.9
+/.88.7
+/-8B.5
+/-84.6
+/1
47
+1001-107.4
+1D0/-1O5
+1001-104.3
+100E-102.9
+1001-101.6
+1001-100.5
+/-99.4
+1-98-5
+/-96
+/.92.5
+/-89.1
+71
+/1
+/1
+1-80.2
+/48,8
49
+1001104.8
+lDD/-103.1
+100/-101.5
+/-100
+1-98.7
+1-97.5
+1-98.4
+/-95.5
+1-94
+/-89.8
+/.86.2
+/.83
+/.80.8
+1-79
+I-77.1
+/.753
51
+1001-102.1
+1001-100.6
+/-98.9
+1-97.4
+/1
+/-94.8
+/-93.7
+/-92.7
+/-91.8
+/.88.7
+/I
+/1
+/-79.1
+1-76.7
+1.74.7
+/-72.5
'
53
+l-99.8
+/.98.3
+1-96.5
+1-94.9
+/1
+/-92.3
+/-91.2
+/-90.2
+/-89.2
+1.88.4
+/-83.8
+1-80.6
+1-78.2
+/-75.6
9
55
+/-97,8
a/-g6.2
+/-54.4
+1.92.8
+/.91.3
+7-90
+1-88.9
+/-87.8
+1-85.9
+1-86
+/-84.1
+/-80.8
+/.77.8
m
57
+/.95.9
+/-94.3
+1-92.4
+1-90.8
+/.89.3
'HI
+/-86.8
+/-85.7
+1-84.7
+11
+/.83
+/.81.2
9
59
+11
H-92.8
+/-90.8
+/-88.9
+1-87.4
+/.86.1
+/-84.9
+/-83.8
+/-82.8
+G81.8
+/.81
61
+/1
+/-91
+/-89
+1.87.3
+/-85.7
+7-84.3
+1.83.1
+/-82
+/-80.9
+/-80
w
53
+/.91.5
+/-89.6
+/-87.6
+/-85.8
+/-84.2
.1-82.7
+1-81.4
N-80.3
+/-79.2
65
+/-903
+/.88.4
+/-86.3
+/-84.4
+1-82.7
+1-81.3
H-79.9
+/.78.8
67
+/1
+/-87.3
+/-85.1
+/.83.1
+/1
+1-79.9
+/.78.5
69
+/.88.3
+1-86,3
+1-84
+/-82
+1-80.2
+1-78.7
71
+7-87.5
+/-85.4
+/-83
�. ♦/-80.9
+/1
73
+/-86.8
+1.84.6
+/-82.1
+/-80
75
77
55 ]/8
/ Bfi 3
7 85 8
�
/-83 9 _
7 83.4
+/ 81 4 i a/q9
+/ 80 ]
^- p ', k - pT IW 1 JP - NN'0 P PAC 'f II f. f>±I DIM V IWlF ........
SOP 1/ESNf "1.W:NN RQtI cPUI FIEVE%!1\..LA9LF SIORI OR LONG DIMENSION
' I.. ao\ u- [. Tq° .,Ja\•.1''E'NIPgI C CJSL. Ic ^.'�NPI[T' TIVTHIN
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
Imo- LONG SIDE d/
SHOP 9R 1
SIDE
_ SHORT
L 'I 510E
LONG
L SIDE
LONG SIDE --
SHORT
SIDE 0 �
L 1 SHORT I_
SIDE I-
�-114 TEMPERED GLASS
W
N
Y
> H
a^•a
Q
�
a100
O
Q
U, Np
00�
y
N
uc
u1
m
Z
Fa
2 W 2L
UUo ®p
L
ILI
Z v �'a
V
D
L9
L)
!IMO
W .�
r>
Z
N
aZ m
O
to
- V
G
m
LL
OJ
jl
4%-I
O
OIK
LIT
ow
d
I a
O
K
W
�pNY LYNIV7i.,�
11GENNF'..
P:'
13 GLASS BITE _ * : nNo..58705 .11
EXTERIOR V `
a 20 13 �pOT'.. SIM�. (V�:
GLASS TYPE ids <..... G��N`
�';JiS'ONAL 6N
A. LYNN MILLER, P.E.
TABLE S.
Window Design Pressure (+/-, psf) for Glass Type 4
Long
Side, Ti to Ti In
68.7/8
73
77
81
85
89
93
97
98-1/2
31
+/-78.9
+/-75.1
+/-72.2
+/•69.8
+1-67.6
+/-65.6
+/-63.9
+/-623
+/-61.8
33
+/-75.4
+/-71.6
+1-68
+/-64.8
+/-61.9
+1-59.3
+/-57.2
+/-55.5
+/-55
35
+/-72.3
+/-69.9
+/.65.5
+1-61.5
+/-57.6
+/-55
+/.53
+/-51.3
+1-50.6
37
+/-69.7
+/-68.3
H-64.4
+1.59.5
+/-55.5
+/-52.8
+1-50.3
+/-47.9
+/-47.2
39
+1.67.4
+/-65.9
+/-63.8
+1-58.9
+/-54.8
+/-51.8
+1.48.5
+/-46.1
+1.45.5
41
+/-65.3
+/-63.8
+1-62.5
+1-58.7
+/-54.6
+/-51.3
+1-48.1
+/-45.4
+/-44.6
43
+/-63.5
+1-62
+1_60.6
+/-58.6
+/-54.6
+/-51.3
+1-47.8
+145.3
+/44.5
F45
+/-62
+/-60.3
+/-59
+/-57.8
+/-54.6
+/-51.4
+/-48.1
+145.3
+/.44.5
0
47
+/-60.6
+/-58.9
+/-57.5
+/-56.2
+/-54.6
+/-51.5
+148.2
+/45.5
+/-44.6
r
49
+/-59.4
+/-57.6
+/.56.1
+/-54.9
+1-53.8
+/-51.4
+/-48.2
a '
51
+/-58.4
+/-66.5
+/-54.9
+/-53.8
+/.52.5
e/.57.4
+/-48.2
Fn
53
+/-57.5
*/-55.5
+/-53,9
+/-52.5
+/-51.3
+/-50,3
55
+/-56.7
+/-54.6
+/-52.9
+/-51.5
+/-50.3
w
57
+/-56
+/-53.9
+1-52.1
+/-50.6
59
+/-55.5
+/.53.2
+/-51.4
61
+/-55
+/.52.7
+/-50.8
j
63
+/-54.7
+1-52.2
65
+/-54.5
I
67 1-
68-7/8
" >TY DIl.1JulONS SHO!':N+OP INTEG✓PI NN ANU EUL'A!.LG vAI.LOW$.SUBTRA:;II FROM TIl TIP M-11P NMENSION IN THE
7AW F TO DE TERI TINE THE WINDOW SIZE
_T FOR SIZES NOT S1IOVJN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
GAARCHIEC 1--SAL WIN,S, 5ND THE AI EST IN:'T O: a SIZE J 1 1 ABLE ABnV(, WHICH THE OV'iRALI. DIME NSIONS
CVI.1? LTELY FIT
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
(� LONG SIDE ,-IIII ✓/
SHORT I D 1
SIDE
L -I SHORT I -
'I s1E
Imo- LONGSIDE -�
SHORT
SIDE
L
E I
LONG
SDE
SHORT _
SIDE
1L16•NOM. yyI -1
GLASS STACK
7/16^AIRSPACE
EXTERIOR
a�
GLASS TYPE
J_
5
GLASS BITE
jJR - 0311 ODED GLASS
TYPE &TABLE.ABLE.
P.E
Window Design Pressure (+/-, psf) for Glass Type 5 & 6
75 __,1-863
77
:1-Di3
1 +1-83.9
1 +/-81.4
+1-79.2
1
H-
I
( 79
81
+/.851
+1-82.5
85_71.9
d-84 9
..L_ ,\Y'_Ell-
-LU 1.
31Jl
IREM
;.1..'NI
: E m[c rFIMNE'Hr'!TVJ0:V
SIZE
. ��31LE6
N.
_J JP IT 11 �.:<T hY A I B'L- SHORT OR . ONG OMENSON
CY3cOV.P
-I._,?vo,-
g9USEDAT wRVE0
rWX MEMBERS ONLY
011-71v 0 C, I=,
TABLEDIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOVYN.
LONG
SIDE
--��I�— LONG SIDE d
SHORT P 1
SIDE
SNORT I _
SIDE f
j
LONG
SIDE
+— LONG SIDE
SHORT � 1
SIDE
L —I SHORT I-
-I SIOE 1—
I TI6-NGM 1 1fl6"NO61. _
GLASSSTACK GLASS STACK
311P' TEMPEEREG GLASS \y� \3116- 114' TEMPERED GLASS
1I19'AIRSPAC9-J I�, �TEMPEREO 9116"AIRSPACE
f
O ••.ry
rl�{
GLASS TYPE 6
1u'
-TEMPERED
GLASS
GLASS BITE
JR - 03/16/1 B - ADD ED GIASS
TYPE 6.
kV
�sF
Noo.558870705 .1
�T :V� I,N .tip
2XWOODBUCKSTRIP _
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE A
WINDOW
EDGE
DISTANCE PER SUBSTRATE,
INSTALLATION
DISTANCE
SEE TABLE I, THIS SHEET
TYPE
EMBEDMENT
� EMBEDMENT
T
MA%
SHIM
SHIM
�1
L
II
EDGE
8
DIBTANCE
�HIMA%
S
1 SHIM
12 USEDFORALL
"FFCr1F
'
.a
BUCK EXTERIOR
HEIGHT a
TIP.TG-TIP
WINDOW
HEIGHT
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
�
2 t'T•
I
SEE NOTE 2,
TYP. ANCHOR TYPE, EMSEDMENTAND
EDGE DISTANCE PER SUBSTRATE.
SEE TABLE ], THIS SHEET
v EXTERIOR 11 -
CONCRETEICMU V
PERANCHOR Imo_ VISIBLE UGHTWIDTH=
REQUIREMENT wIN00W BUCK WIQTH-2.Y4"
WINDOW BUCK WIDTH
nP.To.nP wlNDow WDTH
INSTALLATION HORIZONTAL SECTION A -A
METHOD 1) TABLET
INSTALLATION
TYPE B
JE
EDGE
DISTANCE
CONCRETEICMU
PERANCHOR
REQUIREMENT
Anchor
Substrate
D slan�cee
Min. Embetlment
�� 0'
S.LCSR P'ne SG 055
ww
1-Y8
12'
Aluminum 6063-T5 m .
YIP
O WT
12'
112 or #14 410 SS Sam
AM Steel
WT
0.063
12'
Steel Stutl Gr 33 min
Ye
0.045" 18 Ga
-
12"
__
So C nPReSG-0 55�1
M16"
_ 1-318 _
12'
O111
D.Dh
U.W "1EG 1_f
12__
1'
318
A .'I _2T
3tl
_ plelYd Cr 1'ITrMS
410 CaG Fa
f4 V J
1
l 1 1
-1
l
_
P�
I'JI
12 j
(q I
2lp
1 1q
�_ t'
uroutetl{CMU IASW C 901 I
2 1T2 1
All
1 X V
12'—I
MIN OF J THREADS BEYOND THE METAL SUBSTRATE
UNGROU I ED MID VALUES MAY BE USED FOR GROUTED GMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
INSTALLATION NOTES
SEE
NODDOT BUCKSTRIP
' SEENOTE2'iilS aneei IUSE ONLY ANCHORS LISTED ON THIS
SHEET FOL'OW'-HIB-tOMEN TA
l4-
MAX:
I
L ISJJj y
XTF,R"'Z
—L'AJSHIM
r
r
J.S 5) �Ll I�IB-L
.. DE 'FT No__1
SSH
-
L .UB
MAX SHIM
L t
miflanel
Min. Fr
Stet Screw
92 kei
410 Screw
90l si
Elco UltreCen®
155ksi
M22ksi
410 SS Eko CNIIBFlIBO
127A kin
6063-T6AMmnum
1641
A36 Steel
36 on
OF. 33 Sleet Stud
33 ks1
NO CHANGES THIS SHEET.
M Y ❑
K e y
Y n o T.0 O
O y bJm irc W
ZLLN U W rti
❑
W U OM O�
~ W P LD 9N0
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I � � I O �
1 I N I I I
I� r'J-1 I?I�r II
Ir I
I II' II fl I O C I I
z .
lily,` /I Ql��wjo
I[� w o z io
Lftv
LL LL d
111111 Illl I
Q:
A.: No. 58706
'A WEE
PE.
TYP. ANCHOR TYPE, INSTALLATION INSTALLATION
EDGE EMBEDMENEMDEDGE
a MODFRAMING.
GT DISTANCE DISTANCE PER SUBSTRATE, HYPE G TYPE F
OR FRAMING, GEEEE SEE TABLE B, THIS SHEEP EMBEDMEM
NOTE 2, THIS GREET 1%WOOD THIS SHEET
EMBEDMENT GEE NOTE 2, THIS SHE
L... f/d'MAX
INSTALLATION EMBEDMENT ~{ I SHIM TYP. ANCHOR TYPE, EMSEDMENTAND
TYPE E EDGE DISTANCE PER SUBSTRATE, EDGE
EDGE 6 SEE TABLE B. THIS SHEET DISTANCE
_A --A —r DISTANCE `• I - I I
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT -
WINDOW
SUCH
HEI-qY.T I
•ES @ 11-T/B-
MAX.
INSTALLATION
i1
• EXTERIOR
4 ID
CONGRET6'CMU VISIBIELIGHTWIDTH=
PERANCHOR WINDOW BUCK WIDTH-2-Y4'
REQUIREMENT WINDOW DUCK WIDTH —
HORIZONTAL SECTION C-C
W
MAX. AfChM SubWate
SHIM S.Ihern Pipe S
M12 or 014 410 SS Scree Acumrnum 60BY
A38 Sroel
EXTERIOR IPF tiS1jry 'aiEE._3il nR.l� kC
�L S. THIS SHEET -
MIAI I DADE A. L ,
ORS HEE
PROP PTID ,�G 9l F9 TI1155HEET
rne 10AR SHIM
41 1 ;czl a - 'G51 I ZO SL,el
I
CONCRETEICMU
PERANCHOR
REQUIREMENT
MR Elrtetlnent I M.O.C.
_gteei a d Gr. M mn.
YB
0.045- ttl -
I 12
A LhgmirleJ CMU,(ASTMC911)
1
2-1/2
1-114
IT
_
Au r
A a J:.. h✓.J d D @S
MAOE Y
UNUEOUiEp Ckl AWcb MAY BC USED FOR GROUTED CMU APPLICATIONR,
E FOR GROUTED
ML HEAD TW ES M1PPJCABLE
71 X WOOD BUGKSTRIP,
INSTALLATIO^I NOTES:
'\
SEE NOTE 2, THIS SHEET
L USE ONLY ANCHORS LISTED ON THIS SHEEr. FOLLOW EMSEDMENTANO
EDGE DISTANCE LIMITS.
'
CONCRETE PER
EMBEDMENT
,
ANCHOR
ISIT.IX S'DSUC ARE
2WOODTOTAL
BUCKSICKNE DEPSIS
-
-
REQUIREMENT
THICKNESS N
LESS THAN SAREopnoNA
REOPTIONAL IF
UNIT CA BE IRECTL-12'.1%W000CRETE.
BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOODBUCKS
'
DEPICTED
DEPICTED AS'4%'ARE 1-IQ OR GREATER. INSTALLATION TO THE
INSTALLATION
EDGE
SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS GRAS
TYPED ~ DISTANCE —�
TYP. ANCHOR TYPE. EMBEDMENT
APPROVED BYAUTHORITY HAVINGJURISDICTION.
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE B, THIS SHEET
3. FOR ATTACHMENT TO METAL; THE STRUCTURAL MEMBER SHALL BE OF
VERTICAL SECTION D-D
SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME
C IFAPPLICABLE, LOWER DESIGN PRESSURE MOM EITHER MOM OR
MULLION NOA APPLIES TO WHOLE SYSTEM
Material
Mr. Fr
I Mn. F.
Steel Screw
92 ksi
120 ksi
410 Screw
90 ksi
T 1101G,
Elco UlTTCon®
165 k51
1T7 ksI
410 SS Elco CreteFlex®
127.4 ksi
189.7 ksi
6063-T5 Aluninum
16 ksi
22 ksi
A35 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
NO CHANGES THIS SHEET..
>
om Ec a 0
i N O 0 Q
0 n n
n
p J O 6 Z F3
m
Sw O
U U d e s
oIZ O Ez'<^
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`T1111111 Niv
NUCEN....
No. 58705
ITNE097—
(V��
ICSS,A
L OR10P.NG`2�
ONALE 11Y
A LYNN MILLER P.E.
E9 58705
EMBEDMENTANDEDGE EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
INSTALLATION
TYPE I
M WOOD BUCKSTRIP
OR FRAMING. SEE
NOTE 2, THIS SHEET
EDGE EDGE
r DISTANCE DISTANCE
12 USEDFORALL
&DESOF
8 ARCHITECTURAL
EXTERIOR
SHAPES ®11-T/B'
29 D.C. MAX.
IIL
MANDDw INSTALLATION
aucK TYPE L
HEIGHT :;t
SHIMVISIBLELIGHT
HEIGHT= STEELSE� RILLING
W NDOWBUCK 9SMS,T IS SHEET TABLEHEIGHT , 9. THIS SHEET
MIAMI-DADEAPPROVEO MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, SABLE 9,THIS SHEET
-I 1 rc h' �. Y r IT I 'LcET
\ 1 /
vn MAX SHIM
INSTALLATION
TYPE J
SHIM
MA%
SHIM
2 WOODSUCKSTRIP
OR FRAMING. SEE
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENTAI
EDGE DISTANCE PER SUBSTRATE,
fl SEE TABLE 9, THIS SHEET
INSTALLATION
TYPE K
EDGE DISTANCE
2X WOOD BUCKSTRIP to
OR FRAMING, SEE.
NOTE 2, THIS SHEET I
EMBEDMENT
EXTERIOR
v
VISIBLE LIGHT WIDTH= 1
WINDOW BUCK WIDTH-2 WN' ����III
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
TAGLE9-
Anchor
SulTstrate
PA'.n. ECge
'A" QC.
Distance
S Bcin
2-110 x .113" Box Nail
Southern Pine SG=0.55
5/16"
5"
2-1/2" x.131"Common Neil
Southern Pine SG--0.55
3/8'
5"
2 11T x.145 Roofing Nail
I Southern Pine SG-0.55
318"
5"
Southern Pine SG 0.55
1/2"
5"
I
_ _�
OOAS Gal teoi SwG�Vr a. 1 cnG 1
' h11N. LIE S TFPJ ADS BEYOND THE
METAL, SUBSTRATE
INSTALLATION _,\ 1 INSTALLATION NOTES:
TYPE _ ' CCU EDGE DISTANCE 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS,
TYP, ANCHOR TYPE, EMBEDMENT 2. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER
EMBEDMENT AND EDGE DISTANCE PER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE
SUBSTRATE, SEE TABLE 9, THIS SHEET WINDOWFRAME.
B.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER
VERTICAL SECTION F-F WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
Min. Fy
Min. F.
Steel Screw
92 ksi
120 ksi
6063-TS Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
1 45 ksi
c NO CHANGES THIS SHEET.
2`
UU
Y
> m - a w .,aa
❑ O 0
=we 0 0
Om n m
a` to
W
UU S P
o W < �xa � •+o
o> ' z
0
0
3 m
R g z
z
z
ig
1 S.J
uzl�=
x z�
EDGEDISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE M
EXTERIOR
a
WINDOW
BULK
HEIGHT
VISIBLE
LIGHT
HEIGHT -
WINDOW
BUCK
u IGPT
1
I ' �
+ I
INSTALLATION
TYPE N
DISTANCE PER SUBSTRATE,
SEE TABLE T, THIS SHEET
EMBEDMENT
11P MAX
INSTALLATION TYPE M
�—} EMBEDMENT
SHIM
I SHIM
O 2X YJOOD BUCKSTRIP
ORFRAMING.SEE
NOTE 2, THIS SHEET
CHITECTURAL
APES®11J/B-
EDGE
DISTANCE
:.MAX.
INSTALLATION
TYPE O
EXTERIOR
114-
a
MAX.
SHIM
STEEL SELF -DRILLING
SMS IG5I. BEE TABLE
MIAMI-DARE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 10,THIS SHEET
TV ANCHOR'
-rvFt;
N ora 9 41 '
'IF 'LL u. r
1^r1".I
'j'
t
INSTALLATION EMBEDMENT
TYPE N
1X WOOD BUCKSTRIP, SEE
NOTE 2. THIS SHEET
TYP.ANCHORTYPE,EMBEOMENTAND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
_ VISIBLE LIGHTLMDTH=
WINDOW BUCK WIDTH-z3v
WINDOW BUCK WIDTH
HORIZONTAL SECTION G-G
U
EDGE
DISTANCE
CONCRETE/CMU
PERANCHOR
REQUIREMENT
EXTERIOR
1 0
Anchor
a_. ._.
SubsVale
I .t4•.n Pi.�n (SG'S K..��•.-.'.Y'a
E`9e
Mn. ElMetlment
Mrer O.C.
1JE"
�.•
012ar014410SS&.
AUmnun SUB]-TS mn.
W81
—Doe —
-i
- 4.T
A36 SIBel
G'B'
moar
4.T
Steel SWtl Or 33 rrdn.
31B'
0.045 18 Ge '
4.T
So001ern Plna SG-055
9115'
i-31sip
4.T
AJu. LIT, 601 min.
MB'
008.3"-
4.9"
012 or 014 Steel Be.(G5)
ADS Steel
318•.
00ST-
4.B'
-c.P .FTafen2,
$ke! SNd G,, 33 mio._
285'�)
318" _
0.045 (18 GB7.
4=
L ,.uttl CM"U.(A ,c='ME
zin _
- 1-114
9
5HW Steel M,can
Con=ole.(ma. 45 ks
1IsE
1314'
9
Glo ACC'-YUj6sw C 3
2.1P2I
11 SM
9
IX WOOD BUCKSTRIP, 'Y.`i OF3 l!"REPCE BEYOND I HE METAI SL_SRATE.
_ SEE NOTE 2. THIS SHEET-UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
• INSTALLATION NOTES
EMBEDMENT
^ .
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEGMENTAND EDGE DISTANCE UNITS.
r -
2. WOOD BUCKS DEPICTED ON THIS SHEETAS'IX', ARE BUCKS WHOSETOTAL THICKNESS IS LESSTHAN I-12".1X
CONCRETEICMV
WO00 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED
PERANCHOR
AS"2X"ARE I-12"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY
REQUIREMENT
EDGE
OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
DISTANCE
3, FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOWFRAME
VERTICAL SECTION H-H
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
e. F,
Steel Screw
0I N
410 Screw
0 ec
Elco UAtraCon0
T em
4127AWM7W
410 SS Elco CrebrFlea
.T W
LatA38Sael
awDr.
33 Seel SW
5 W
JR - 03/1811 B - ADJUSTED MAX.
O.C. IN TADLE 10.
m Y O
>of
a 3^=a
`v O
co
O N B. aloo 0 C,
p W O N
0 L w b
Z LL. J ✓.ny O
iw su w
UU b 0 O_
F Z V
U, JMC
> Z
c C _
J �
J O
w laaas
I OIZn
L
LL LL d
111111111 r///r
*LYNAI
; N0.58705
/u
�O SA OF ✓V�
PE
1 pro
POT PartM
Description
Material
1
4253C
Flanged Frame
Alum. 6063-TS
2
4285
Equal -leg Frame
Alum. 6063-T5
3
4256
Integral Fin Frame
Alum. 6063-TS
4
4258
3/16'& 1/4' Glass Beading
Alum. 6063-T5
5
4254
1-16" I.G. Glass Beading
Alum. 6063-75
6a
4270
Installation Fastener Co er
Alum. 6053-TS
6h
4224
Installation Fastener Carer for Cures
Rigid PVC
7
4263
13116"I.G. Glass Beading
Alum. 6063-TS
8
4280
3/16' & 114" Glass Beading for Cures
Alum, 6D63-T5
9
4269
I.G. Beading for Curves
Alum, 6D63-T5
10
70589C
Gasket (at 90' comerjoints)
Polyethylene
11
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 6S+/-1
12
61308K
Foam Beading Tape
13
Dow 791,
899, 955 or GE 7700 Backbedding
Silicone
20
71652K
Setting Block, Mono. W16" x 711W x 4"
Neoprene, Duro. 85+1-1
21
71704AK
Setting Block, I.G. W16" x 143/32" x 4'
Neoprene, Duro. 85+/-1
29
76X114FP
96 x 1-1/4' FH SMS (Cured Beading)
Stainless Steel
30
781PQX
#8 x 1' Quad PH EMS (Assembly)
Stainless Steel
75
Kommeding Kodispace 4SG TPS
See this Sheet for
MaterWs
76
Quanex Super Spacer nXT
77
Quanex Duraseal Spacer
78
Cardinal XL Edge Spacer
3li qli I .
i +I
L
0 \ `J
ALL CORNERS TO �r
USEGASKET 1
ANON)R SEALANT
4. I
AIA� I
C
O
2.I84'
09d' J4��
o
875"
.d3B"
tow
.50P r.--•'II'� .0`A^mom
10FLANGEFRAME
�• 2.]84�� D94^ Z��ILr
1.375' 1 .OTd' r .002..0id" 082
.500' .438' 1 .500' d3B•
��~ .05Pmdm'.050ijp0p°'
1J2s' I .o7r
OEOUAI.LEG FRAME L
1:_ -i 1.236' I`_ �� Imo' .346"
1.03T'
815" � .B-T5T�
.05P ' �VF�tl9 ASP .050• J 1 �1 IY�UI .OSO'
OGLASS BEADING OBEADING GAS OFASTENERCOVER OBEAONG GLASS
SILICONE HOT -MELT
BUTYL
STRUCTURAL
POLm56 11d'NOM. 3116-
eUttLENEWITH STRUCTURAL
DE$IDDANT SILICONE
FOAM WRH
FJIT OLASS i /• CESIOGNT �%
�� E%T GLA55--�/^ J
'NT. GLASS TNT. GLA
KOOISPACE (—,,,SUPER SPACER'
'�J6G1rS ..XAi
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
AVGLG^""_oVL9
T�^+t/c CCf.PI.r
r .
FRA 1
EXTERIOR
`EOUALICiG FRAME
—FLANGE FRAME
FRAME
I
1.2�06"
IOFIN
III Ly��
875' V II
III�LNy'..—
.875' II II
III
.05PIII1
TV .asB
O31P 81/4'
GLASSBEADING
I I.G. GLASS
OBEADING
FORCURVES
FORCURVES
ALUMINUM PoLYISOBUTYLENE DESICCANTFILL
REINFORCEMENT SEPL 5I16°NOM.
NOM. SILICONE
BLT'LB SPIS NOM. SEAL
DESICCAM ROLL-FORMEO ryi
EDAM ,� STAINLESS STEEL V,
ExT.GlAS9;
E%T. GLAS6
ZZNT. GLASS INT: GI -ASS
55
, DURASEAL° n%LEDCE�°
J SPP..t 11 \ .
ASSEMBLY DETAILS
FOR FIN FRAMES
Il9 I AY,GILGCURVEO_
III d
��
ALL CORNERS TO
USE GASKET 1
ANDIOR SEALANT
I
A EXTERIOR
EXTERIOR
ERIOR 1 b MITERED FRAME WITH INTERIOR
I AND EXTERIOR FRAME WELDS
SCREW BOSSES. SEALANTATALLCORNERS
30
NO CHANGES THIS SHEET.
W
>
DO m
Y
u
o
O Eo o O
O
Om
— w
OJ
i w m
Q
£ ` w
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W ro
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E 5
8_ O
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ut
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cnl Z Z
g
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ENsNNo.
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58705
A LYNN MILLER, P.E.
P. E.0 Sims
SCANNLD
BY
MIAMPMDADESt. Lucie County
MIAMPDADE m1AMI-DADE COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADDIINMTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 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 mate nal f ' to meet the requirements of the applicable building code.
This product is approved escnnAs rere and has been designed to comply with the Florida Building
Code, including the g Velocity Hurricane 4ne.
Series "PGT" Clipped JFzfruded Aluminum Tube Mullion — L.M.I.
APPROVAL 1) CUMCNT: ' g No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/I7, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section. '
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0218.03 and consists of this page I and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M Plasencia, P.E.
MIAM4DADE CWNTY NOA No. 17-0630.01
"t7 Expiration Date: May 26, 2021
Approval Date: November 09, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, 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 clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5u'
Edition (2014) and with FBC 6' Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Jorge M. Plasencia, P.E.
Pro uct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5'° Edition (2014) and FBC-6`h Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
PGT" Clipped Extruded Aluminum Tube Mullion — L.M.L, approved on
04/14/16 and expiring on 05/26/21.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OFp1lxDwpDI FGR VERrIGU LMLL
MULLIONS
F,L.GIt
IENOIN
\
/S6 DETNLS
_�LILI
I MORPDMAL�
IF----- FNLL
AO,ON:
SNEkTSN
�"TM
NCIi '
MAL -
LExctx
)DITIONALEXA PLESOFMIJU- O T RATIONS
u1AL
-1 Lf=VG]H
rG
r
LENVMNGLEMI L CSNG�ftm�
'1SEE CCRPES�NOW ETPLS
FROMfIOUREf I.AOVE
CODES /STANDARDS LASC-0;
.2017 FLORIDA BUILDING CODE (FEC), 6TH EDITION
.2014 FLORIDA BUILDING CODE (FED). STH MIDOIN
.ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL AOM42015
.AISI S100.12
.AISC 3Ep10
GRIERALNOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN AREIN ADDITION TOANY ANCRCRS REOUIRM FORTHE
FENESTRATION PRODUCT INSTALLATION, TYPICALAPPLICATIONSARE SHOWN EACH SITUATION 13 UNIQUErWD SHOULD BE
EVALUATED BYAN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD. OPTIONAL 1X OR M WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BYOTHERS.
,wcxEs roaE 2) THETYPE AND NUMBER OFANCHORS IS CRITICAL TO THE STRUMIRM.PERFORMANCEOFTHE MULLED UNITS. MULLIONS
naG¢le®wsn2E HAVE BEEN TESTED AS'FREE-FLOATING• AND DO NOT NEED TO BE DIRE-CTLYATfACHED TOTHE MULLION CLIPS, BUT SHALL
RZ=ANGUAR NOT RANEA GAP OF MORE THAN 1/4-MOM THE CLIP.
SEo-V
A17A G;
/ sHEBTsu
LPE1aHp
x I.R0
PR M
SEEGETNLE MULL
-$NEEi2
FEAFbIMnON
%iWVCRMAT
�BEOFANYTYPE
M Wi BE
MPpGT. R.REO
BY"T.
1I—xoR¢ w�u�, LEnvrx—I
3)THEANCHORAGE METHODSSHOWN HAVEBEEN DESIGNEDTO p ISTTHEMNMOADSCORRESPONDINGTOTHEREQUIREDI
DESIGN PRESSURE MUWONS ARE CALCULATED TO DEFLECT NO MORETHAN.LAMTHE 113 STRESS INCREASE WAS NOTUSM
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOO SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24, FOR MULTIPLE UNITS CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABIEB. WE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHAU.APPLY.
B) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEM SIZE SHOWN ON THE TABLE(S).
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCRB BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQURED TO PREVENT
REACTIONS.
B) REFERFIJCE TEST REPORTSFTI.41 : ELCO MMCONIAGGRE SATOR WAS
9) MULLIONS AND CUPS WINE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF WE FLORIDA BUILDING
CODE. AND AREAPPROVED FOR IMPACTAND NON -IMPACT APPLICATIONS. MULLIONSARE ONLY TO REUSED WITH
PGT-PPPROVED FENESTRATION PRODUCTS WINING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHL
11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNUMTED PROMOM THAT THE SPAN AND OPENING
WI OF EACH INDII MULLION COMPLIES WITH THE REQUIREMENTS OF THIS WA.
r r r �LL
LFNGIN
OPENNG cALL4aL wpm
xvERn
fOP VF
reENw Wpn1
Rn;ILWLL
MULTIPLE MULLIONS
INSTRUCTIONS:
1) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LBSFT'1 FOR THE OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE MULLON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3)REFERTOSHEETMTODETERMINEIFTHE IVINDLOADINGIS'RECTMGULAITOR"R GULAPITRAPE2OICA1•.
GENER.LLN%ES...... ......._.I
INSTRVGTIONB..._.............__..1
ELEVATIONS__ ..... ...... _....... -.1
MULLT02%WOC.._ 2
MILLTDNsOvw___-.._E TIO NOTES,
.
MILL TD 6TEEL SlU0._._... 3
ALTBAY W ATATEG AICN-._-_4
BAY NULL P6TALAnCN___.-5
1 X 2 X.125 SPECS __...._.6
1 X2x A5 MILL
MULLSPEC3......._)
1 X275 ]S LBKO._.._.B
1%3.1]SX SW LNLL9PEL5__.9
4) FIND THE CHOSEN MULLIONS MULLION CAPACITYTLBSIPn FROM TABLES IATHROUGH 16A ON SHEETS 5 THROUGH 2O RESPECTNELY, USING
THE MULLION TYPE LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING P THE MUBLON IS SPANNING VERTICALLY OR HORRONTALLY). WE
MULLION CAPACITY(LBSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT ILBSA l FOR THE OPENING OBTAINED IN
STEP 1)
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE FWD THE VALUE IN THE NIX COLUMN ANCHOR CAPACITY REWIRED(LES). THIS VALUE
REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULLMU WON CAPACRV.
6) FROM THE ANCHOR CAPACRYILBSI TABLE 0.4 WE SAME SHEETAND USING YOURAMALSUBSTRATECONDIDON(MULTPLE
ANCHORSUBSTRATEMMOR-CUPPATTEMIMYAPPLY) SELECTANANCHORGJPPATTE MDVER(FYTHATTHEREOUIR MCHOR
CAPACITY IS MET.
7)IFD MULUONCAPACTY(LBSI��FT-)O TMNEDINTHETPBLEISHIGHERTHMITREDESIGNPREMUREpESIGNPRE33URERMUIREMENT(LBS FORTHE
OPENING, YOU MAY USETHE -ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRED. WITHTHI5
VALUE A LOWER ANCHOR CAPACITYOPTION MAYBE SELECTED FOR THE SAMESUBSTRATE
B) VERIFY THE DESIGN PRESSURE RATING (LBSIFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY N B&F M OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHEENRREMULLED FENESTRATION
PROOUCTASSEMBLY.
e) HIGHLIGHTOPTION USED AND TABLE VALUES USED W A SMCIRCAPPUCATION WHEN USWGTHIS NOATOAPPLY FORAPE =..
PRODUCT REVISED
plyyTnB wIN Oro FleAtla
oiltlin. Cotlo
no".. 17.0630.07
EXplmllon Data 05/2612021
* ; No. 587W
aaFa. ss'si
DETAIL A
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSETCLIP SHOWN)
Muu.lw
DETAIL 8:
MULLION ATTACHED TO IX
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
FIINERiXE
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I.
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EXTERIOR
OTIEFf1WAE TYPES.
BYOIXER9 /
9EENDiE1
. .. SXEETv •..
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASEB PARTLY ON THEANCHOR TO ANCHOR OISTANCE, THE
CORRECT WANTTTYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE
FOLLOWING SHEETS. FOR DETAILS ". EITHER THE STANDARD OR CFF8ET CLIP MAYBE USED.
31 ANCHOR HEAD TYPE MAY BE PANHFAO, HEf(HEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMWADE WUNTY, USE ONLY MIAMI-OADE COUNTYAPPROVED
ELW UUMOON OR ELW i/4- S.S. AGGREGATOR MASONRY ANCHORS.
P
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8
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PRODUCT REVISED
p WM the Rmida
NOA,N0
Nan -Ho. 77-0630.01
0,Ipl,.H.. Oats 05/2512021
0L
A. LWK FMLL'ER, RE
FL P.E.N 5870
DETAIL E:
DETAILC: y .I1PNVN MULLION TO MULLION
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES p
MASONRYSTRUCTURE MIuIAR r (U-CLIP) I)MAY BE INSTALLED IN 4EEI OR 'CROW
(STANDARD CLIP SHOWN) Y / INTER5EOITONS.3 E
uuuuLLLLEEmmaa 2) MAY BE INSTALLED HORIZONTAU.Y
I (SHOWN) OR VERTICALLY. In
M. ANONOR LF
L N
PmRB1
I PAEu6R1RAlE 3) SEE CLIP DRAWINGS, SHEETS 21-23 jIs U
SFAN04m0R I SffTAEt£s lbl:s o 2p1 F
Cw MAYm ; I TOP VIEW T-0R CORRESPONDING MULLION. Z IIWI
I EOGEPSTMCE y O
TW9LEMlA I II I' M Hm V V.WFS-�--{ w J V/
EXTERIOR /
G
MIN 27 ON LCNOHEIE OR 0 &1
FRONT VIEW
e
NNf.]NLILONCxEIEQiCNU
SIDE VIEW
INSTALLATION NOTES'
1) ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE THE
CORRECT QUANTRYAND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR OFF UWe MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHFAD, HEIOIEAD OR FLATHEAD.
C) MOO BUCRB ARE OPNONAL, SEE DETAIL C, TILLS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMIDADE COUNTYAPPROVEp
El -CO ULTRACON OR ELOO 1/4• S.S. AGGREGATOR MASONRY ANCHORS.
THEOIWETC O
RECWM EN➢EO FAR
FIN-F .¢D
.IND . PIT LUY
NSO DE Us. FGR
OTRFA PHMRETTPE9.
FRONT VIEW �?E
EXTERIOR
LLLCL®ttllAi
R �)/
EXTERIOR
SEE 9ffET811i)FO0.
HAELDG.iIAB
FRONT VIEW
mDE
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EEl0`0S ,Mce6�]4
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SH
wrM
NOTES
1) FOR V WOOD -BACKED STEELSTLIOS, WOOD
ANCHOR VALUES MAYBE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 620, FOR QUANTITY OF SCREWS.
SIDE VIEW..
PRODUCT REVISED
p In wIN Ne m.dl
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NOA-No. ° 17-0630.01
P '4
SaOp1.. L}'NN
ND.58705 *i
TATE
9:
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DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
C1
.EXTERIOR
$EQOETAII$p0.
$M£lB1M'O] WRINSTIllAINN
TOSP6.'6iC5UBTPAlE4
O O
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SIDE VIEW
WOIMW 1-Rf Mr.
MInL.
IWO wow. MEEL
N.UA4 WV OR NA6 W
MEE
NOTES FOR INSTALLATION OPTIONS P.
1) DETAIL IS NOT APPLICABLE FOR THE SAY OR 1.2W X 2.1 V X.12S MULLION.
2) SEE TABLES 1B-139 FOR ANCHOR OUANTRIES AND SHEETS 21.23 FOR HOLE LOCATIONS.
3) THE W CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAILG:
ANGLE MULLION CLIP
(ANGLE CLIP)
O O O O
TOP VIEW
TYP.MCHOR
IWDE OF MULL
DETAIL H: ^
BAY MULLION INSTALLATION e
(ANGLE CLIP) i 3
JO' d115 �Y
BAT IdULL
N
5 U
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EXTERIOR oR N>soNRr FsmRloR q
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EAptrallan Palo 5126/2021
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NOTES FOR INSTALLATIONOPFIWGSM'. F
1)USE2ANGLE CLIPS PER MULLION ENO. CLIPS MUSTSE INSERT®INSNEOFMULLgN, z
P*
2)CETIONS. EETABLE5IB-14B FORMICHORpUMlTRIESAND 9HEET521.23 FOR HOLE S
LOCATIONS.
ty- No. SUMS
_ '•
3)DETAIL H: SEE TABLES ISB OR 10 FOR ANCHOROUANTITIES AND SHEETY FOR HOLE ®
LOCATIONS
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TABLE NOTES
1)SEE SHEET 1 FOR INSTRUCTIONS ON WING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING,
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE Y 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR ENACT DNENSIONS, SEE SHEETS 21- .
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23,
FIGURES SHOW SUGGESTED, APPRMIMATE HOLELOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI SIM SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C80. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6062-75 AND BE MINIMUM UF.125'
THICK STEEL STUOS TO BE A MINIMUM GRADE M AND.04Y THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125-THICK AND ASS, ALL ANCHORS INTO METAL SHALL ENTENO AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 610 S K12 ANCHORS INTO WOOD MAYBE STEEL, 158 S.S. OR 410 S.S.
TO OBTAIN THE"ANCHOR
Y CORRESPONDING TO AN
REOUIREMENTFORTHE
CAPACITY TABLE.
PRODUCT REVISED
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S.DARD QIP
2000' ",-TGAWM.
XAECTION
I
.125'
f:
dif HERETO
3w 1125—{ CREATE F{ V. SEE
MIN. r OEIgn F,SNEETa
375'
MIN
I
q
L J
L
ST63-T6ALUM.
CENTER E ANCHOR HOLEMUST LIE TOPVIEW
WZITHINTHEDASHED BOUNDAFTY. SEE
SHEETS St)FOR THE O.L.
NCHOR
DALIETCE. MAXIMUM HOLE
DIAMETER ANCHOR DIAMETER +iN19'.
.375
MIN.
--� 1.000- �—
LL-37-51
25
2.TS0°
1'%2T5 %376'MUl1XIN
BOB}TBAO
%SELTnJN
y r—.126•
II
2.12G'
U
80TSAL
x-SECTJON I sEcnaN
125'T E
— .740'
399'MW.
A I UCLIP
90a}TBALUM,
TOWIEW
APTHINTIGO.1,E)
NTR OFANCNOH
LE U9TL6
BOUNDARY. GEE
SHEETSEI7FORTHE
ANCHORO.C.
DISTANCEMAIOMUM
ANCHOR HOLE
DWMEfER ANCHOR
DIAMETER • Inv.
TABLE B
1'X2T5'X.B6R MILLION
60a1T4ALUM.
XSECTION
IXSANGLE CUP
6 4ECALUM.
2,1 XSECTION
125'
5.000'
J75 MM.
A F ---------- __---------
_
7 ---------- _---- MANGLECLIP
0062-TBALUM
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOTAEW
DASHED BOUNDARY. SEE SHEETS SIB FORTHE
ANCHOR GC. DISTANCE. MAXIMUM ANCHOR
HOLE DWAMR: ANCHOR DIAMETER+ VIV.
Mull Dlmension(sbeetl)
PGT Part1N
Mellon
Std. Clip
OOal Clip
UCOp
Angle C8p
1- XT X.125(6)
66G05
666113M
6681118M
6SS243M
6SG511M
V XT X.375'(6)
S660OI
M6114M
6661116M
W6244M
88S512M
P X27s X.375(7)
6S607
666113A
66611M
666245M
666513M
P X27s X.650'(1)
66608
W8118M
6661121M
666248M
666514M
•X3.125 X.600'(9)
6G637M
6861116M
6661114M
666242M
6W515M
1.25'X3.188-X.265'(12)
66641M
6661117M
6661113M
666241M
BMS16M
126'X211"Xr125(1B)
69370
WA
NIA
WA
666517M
OFFSEICLIP
NOTES:
a003T0 ALUM.
—
TOPVIEW
1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) BEE SHEETS 69.12618 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 4 ANCHOR O.C. DISTANCE.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
TABLE A
01monMon
Value On)l
For Mulllon:
A
LILES
V XT X.125
Alumnum
Tube MU11W
B
2.651
C
O.B95
D
0140
A
t25
1'XT%.375'
a mnw
Tube MM6an
B
2404
C
0.635
D
o.a90
A
1.875
1• X275^ %
B
3.000
'WSAIumin
C
O.T57
Tuba Mulffon
0
1.118
A
1.312
11X2.751X
.m.
Aluminum
Tube Mullion
B
moo
C
11476
❑
O.B36
A
2W0
'500' Alum
T be Muff
C
0.863
D
1.13]
A
2.625
1.2 X3.11
X25YAJUM
Tube Mull
B
3.282
C
4862
D
1.762
126P X2.1I- X
A
1.673
.121-Alum
Tuba Mull
PRODUCTREVISED
aulltllnOltOEeWlth No, Field.
NOA,Na. 17-0630.01
Explrallon Date 051262021
By
* No. 53705
i2SXS.2S'X.100- 12VX3.2SXaI
MULLION MULLION
50051 6005-TSALUM
X-SECTION %SECTION
f
20W°
lu•sTANDPROCuv
606316 A1UM
X-SECTION
I
125'
66i�J
,375•
1•X4'X.97F
'MULUON
5.51
0063-76ALVM
9T5.
3.125—
X-SECTION
MIN.
256
I I
i
28)5'E
I I
I I
I I
I
I
I I
It
394'
I 1
I 1
o
uh;"
E
—1 .820' 1—
CENTEROF PNCHOR1roLEM
WITHIN THE DASHED BOUND,
l MFXa9VX.624•
SHEETS129FORTHEANCe
MULLION
DISTANCE. MA%IMUMANCHOi
801 ALUM.
DIAMETER MC80RDNMUI
X-SECTION
�I—a4s�s•
6.60
.37V
17 F .125
MN.
I
.226'-` {-.981'4
N T :
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON ME SHEET.
2) SEE SHEETS 10. 11, 13-15, 19IS 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
0
740°
1.12T
2.125° 2X5 [wOLE CLIP
ULUP =
60K SECTION
L 60-Um
N
X6ECTION %SECTION .125
125'T
CENTER OF ANCHOR HOLE MUST LIE WRHIN THE
DASHED BOUNDARY. BEE SHEETS 1220FORTHE
ANCHOR O C. DISINNCE. MA (IMUMANCHOR
HOLE DIAMETER ANCHOR ONMETERe 11161
7ZP, SEE .375'
1
_CREATE
OETAL F. SHEET
E I
37V
------------
I
I
I I
I
F
I
4'
F
1
I
I
J
STANDARDCLIF
UCUP
LIE 606}TBALUM.
6063-TB ALUM.
6EE TOPVIEW
TOFVIEW
).G
TARI F G
iT'
OFFSETOLIP
60634O ALOM
TOPVIEW
�. ,,,�
ANCHOR O.C.
DISTAN
MA)GM m
AXIMUM
ANCHOR HOLE
DIAMETER:
I
ANCHOR
L-----------
DIAMETER. Ina-.
Teal F 0 r`nMT
OlmerDiun
Value On)
Per Mallow.
Olmorelon
Value 00)
For Mullion:
F
3.
211
4"X
.* i
In. Mulm
Tube MutlbA
F
D
1.933
0.500
11'S°X3.25'
X.824•
Allaninum
Tube Mullion
H
H
I
2.600
a00p
H
I
1.430
I J.250
F
0
3.187
0.75T
1"X4'X
.3/6'
T'
Tu6a8"T'
F
O
2.625
1.125
1.25'X3.94'
X.624•
M.N.
Tub. Mullion
H
I
2430
a000
H
1
1.500
J.250
F
G
2.250
0.]fi0
115'Xa26•
%.100'
AIMnUum
TWO MINbn
F
2.91J
90'Bay Mu0
F
2.6T5
4FBa Mail
H
I I
D
3.25D I
Teol c n
d�
Y
Q
2X5ANOLBCUP g nO O
60MTOALUM. u K R
TOPMEW , � �&-1
PRODUCT REVISED
Bai1J". llei,W N No plandda
HOA-Ne. 17-0630.01
_ EapMRBe2Dale0512GI
Mull Dimandan
(a5eet01
POTPa4le
Mullion
6t0.cap
Offset Clip
ULllp
Mote Clip
1'X4"%.12b•(ID)
69364
660111M
6061122M
BeI1241M
666516M
S"(11)
I111)
6BM0
688112M
B66I12aM
66624RM
fiE0319M
'
X, am(n)
.624'(14)
MW4
Seem
201600312
201B1=316
808112M
66815gM
6651129M
6661129M
fi061124M
8801135M
660212M66001CM
6682410M
6882411M
B605t 15M
9060116M
.62A(IM
20182
W6111]M
0681126M
660241M09051]M
e(19)
6a649
WA
WA
WA
86851IDMM)
6ua50
WA
WA
WA
6069111M
* Ne. S9703
A. LYNN MILLER, P.E.
FI P43l FR5n4
Mull Dime ABiOn
(shoot#)
PGT Pert#
MUlllon 51d. Clip O-Clip
An
2'X4'X.25- (15)1
06602
1 666261M I
660271M
YX6'X.25'(17)
6850/
1 WOMMM I
866272h1
I 669
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
21 SEE SHEETS 16-17 FOR SUGGESTED, APPRO%IMATE
HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
02000' 37W
I MIN.
4.00W
260" rX4'X25"
MULLION
M 6W3-T6 ALU
%sEcnoN
260'
YX6-X25"
MULLION
60MMaUM.
X-SECTION
One 1A1.M.
J.
£
-IIF—
1 U�CUP 7X5 ANGLE CUP § G 60034GALUM. 6063-TB ALUM. EY li
2125' %SECTION 2,ww XSECnON
L 25 L .125' y
T W V W. D
r
CLRHERETO 5.600'
-3.500' EFCLN, 315' 37S
MIN.
_BEE SEE DETNL F, nk 9T5•
� sfE6Ta MIN.
I I I I
I i i
I
I I
I I
I 3438'
1 I I
I L
l MIN.
.IN.
STANDARDCLID U-CUP, 606YTBPLUM. 2X6 ANGLE CLIP
OFANCHORHOLE MVSTUE 8083TB ALUM SEO FOR2-%4"MUWON. SHEET I6 CENTEROFANCHOR HOLE MUBT L!E 6063d6ALUM.
HE DASHED BOUNOARY.SEE TOPVIEW TOPNEW WRHINTHE OAS HEDROUIVARY.SEE TOPVIEW
IB-1TFORTHEANCHORO.C. SHEETS 1847 FOR THE ANCHOR O C.
E MAXIMUMANCHOR HOLE CENTEROF ANCHOR HOLE MUST LIE OISTANCEMAXIMUMANCHORHOLE
R:ANCHOROIPMETE3t+ttl6", WRHIN THE OASHEDBOUNDARY.SSE DIAMETER ANCHOR DIAMETER+ 1110'.
CITHERETO I DIAMETER ANCHORDIAAIETER.IPS
CREATEF.CUP,
Q 1_SEE BETA .37T
SHEET4 MIN. rC
3]6'
I I
I {I I I
I I 1
1 I I I
4.688' I 5.438'
5.438'
I I I I
I 1
I I
I JI
STANDARDCLIP` U{LIP
ee6YT6 ALUM. 6063 TB ALUM.
TOP AM USED FOR 2' X B' MULLION SHEET IT
TOI`eE
2X5MIGLECUP
6ro3-TSALUM.
TOPVIEW
PRODUCT n9D REVISE
6uildln610ed Ith the Florida
NOA-Ne.Cetl 17-0630.01
M]S Eapinuon noaS--526f2A21
MIN.
ey
Miam pratluet Control
A, LVNN IM IL'EER. P.E.
EXAMPLE I, SINGLE VERTIG4L MULLION
NOANCIORS W HEAD
-S
6EE
IENESiRATIPN
DETAILS,
^RODUCfS
SHEETS
PPROVnL\
ZS
E
D NM
sXEE S
3.t
NOINGIORSiN WINCOW 61LL
Y-- —1
--1 MI=INDTH
EXAMPLE 2: MULTIPLE MULLIONS
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 24W.THE OPENING REQUIRESADESIGN PRESSURE OF+ .01E00 PER
•�6%9
1)INRW.LYASSUMING THAT A T WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS TT AND THE OPENINGWIDTH I532•wIIN'•85l REFERENCING SHEET25. ME COLUMN USING
"� 3
RECTANGULAR LOADING MUST BE USED. SCAN THE MULUON TABLES FOR A MULLION TRATIS AT LEASTTRE WINDOW FRAME DEPTH OF2-19-ANDWILL MEETOR EXCEED THE REQUIRED
DESIGN PRESSURE OF-60.01-60.0 PER IFTHE TABLE DOES NOT SHOWTHE EXACT SIZE, USETHE NEXT LARGER SIZEAVAIIABLF.
C A
FROM TABLE $A SHEET 7, THE PX 2.75' X.375- MULLION (LENGTH •T2-, OPENING WOTH!-7n MEETS THE DEPTH REWIRED, HOWEVERTHE DESIGN PRESSURE IS-13B.3 PBF ANDWQULD
$
NOT BE SUITABLE FORTHIS APPLICATION.
FROM TABLE 4A,SHEET ILTHE 1-X3.7VX.6WMULLION(LENGTH •72'. OPENING WIDTH •70-) NASA DESIGN PRESSURE OF+M7 PSFWHICH EXCEEDS TIE REQUIREMENTS FOR THE
-
OPENING AND MAY BE USED IN THIS APPLICATION, NOTETHE ANCHORGLPACITY REQUIRED OF 036 M.
tV
2) USE TABLE 4STO FIND THE ANCHOR TYPE, ANCHOR OUANTTYAND CLIP TYPE REQUIRED FORTHE WOOD SUBSTRATE BOTH THE STANDARD CLIP NTH(4)912ANCHORSAND THE S45
t•0
$4N¢
ANGLE CLIPS WTH(4)#12 ANCHORS HAWA CAPACITY OF SOS LES. THOUGH EITHERONE COULD BE USED, ME STANDARGCLIP IS EASIER TO INSTALL.
Z
3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PROOUCT9 USED WPH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUMS OR FENESTRATION PRODUCTS, WILL
AFPLYTO THEOVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRESTHATTHE BOTH THE MULLICNANDTHEFENESTRATION PRODUCTBEINSTALLED INACCORDANCEWITH THE
j
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION.
INTHIS E(AMPLE,THE DESIGN PRESSUREREQUIRED WAS 11-604 PSETHE MTRALLMULUON SYSTEM WAS DE MINEOTOBEM.7FSPWMMANCHORCA 1WOF630LBS.ALTERNATNELY,
W
as
THEANCHOR CAPACITYADJUSTMENTFORMUTACOULD HAVEBEEN USEDTOCALCULATE THEANOHORCAPACRYREOUIREDFORTHEEXACTDESION PRESSUREOF60 PSF:
SO
1�.]
( SIMILES
(60 PSF)%`721PSF�=524.91LBS (MAY BE USED TO QUALIFY# 10 STEELBCREWS FROM TABLE 48)
m
J
Y
THE BUILDING SUBSTRATE IS KNOWN TO BE CM ONTHE JAMDSMD USESA CONCRETE HEADERAND SILL THE WINDOW FRAM° DEPTH IS 2. .TILE OPENING REQUIRES A
DESIGN PRESSURE OF v50.0.V 5.0 PSF.
1) INITIALLYASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'N72' 1' 105-AND ME OPENING WIDTH IS 36-+H-t1'•73-. REFERENCINGSHEST 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WNDOW FBAL4E DEPTH OF 2J19' AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-500155.0 PSF. IF ME TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7. THE 1-X2.75'X.315 MULLION (LENGTH -106'.OPENING WIDTH -W')MEETS THE DEPTH REQUIRED, HOWEVERTLE DESIGN PRESSURE IS M5.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A. SHEET 16, THE 2-X 4°X 350-MULLION (LENGTH =IOF, OPENING WIDTH n 80) HAS A DESIGN PRESSURE OF HMS PSF WHICH EXCEEDS ME REQUIREMENTS
FORME OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW KNOWN THAT ME MULLION WILL ADD T TO THE WHOM OF ME MULLED UNIT, ME ADJUSTED OPENING WDTH IS W-3V74, NOT TXAS PREVIOUSLY
ASSUMED, VERIFY THAT ME DESIGN PRESSURE IS STILL APPLICABLE MR ME ADJUSTED OPENING ALTERNATNELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73-DIMENSION (3i1R" F35-112'12^-73')
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR ME CONCRETE SUBSTRATE, IN THIS EXAMPLE, ASSUME THE POURED
CONCRETE HEADER AND SILL ARE B' ME. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 9', CARE MUST BE TAKEN TO MAINTAIN ME FASTENERS EDGE DISTANCE
USING THE STANDARD CLIP WITH (6) 311 B" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-V2-GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
THEREFORE SUITABLE. FORME REQUIRED ANCHOR CAPACITYOP 971 USE,
FORME HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL W L-BE A2-X 4-X.250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
1)THE MULLION LENGTH IS 3T AND THE OPENING HEIGHT IS 32Y72-cV-109'. REFERENCING SHEET 25,4HE COLUMN USING TRAPEZOIDAURRIPNGUTAA LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2" X4-X.250' MUW ON I@LENGTH -42-, OPENING HEIGHT -120-) HAS A DESIGN PRESSURE OF-M 70.0 PSF WHICH EXOEEDS ME
REQUIREMENTS FORME OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITYREQUIRED OF 621 LBS.
CAPACITY OF 521 USE.
PRODUCT REVISED
28 cOn9 WIn , with the Flodda
B.ROn-Ne.DoJe 17-0630.01
E.aphallon Date 05126/2021
.1 e ro uc Cenbo
MULL NGiH~�NUlL1ENOlX�
1 4)FORMS U-COP IN ME HORIZONTAL MULLION TOVERTICAL MULLION, USE THE SAME ANCHORCAPACITY OF 5E11BS.TABLE IM FORME UCLIP SHOWTZ THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE „MRTHE REQUIRED ANCHOR CAPACITYREQUIREMENT GF 521 LBS.THE
�11�' 1ACENgF -; CIF%
aFENIE,, —il
INO YneTH FOR.. MUu
ANCHOR TYPE IS A#12 STEEL SCREW.
*: No.5B7p5 "
FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESSURE IS: -
:-
-1-64.7 PSF FROM THEVERTICAL MULLION;
I�
H-170.0 PSF FROM THE 36' HORIZONTALMUWONATTACHING TOCMU;
n
pPO�.
a1-170.0 PSF OM THE 3V HORIZONTAL MULUON ATTACHING TO ME VERTICAL MULLION(INIERSECTIONI.
FR
®
SALE
THE LOWESTDEMGN PRESSURE IS N-B4.7 PSF AND WTXADAPPLY TO ALL OF THE MULLIONS%
(PS'•.FtORIDA-.•'GNC�``�
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, MULLIONS OR FENESTRATION
SA/0�NAL,1ElN 1T�
PRODUCTS OF
/
W11-1- DESIGN ESSU REQUIRESTHATTHE SOM EMULLIONME FENESTRATION PROOUCTGE INSTALLED IN
OTIORN$
A LYNNIMI(.CtK, P.E.
APRODUCTS,
CCORCANCEWITHTHEIOTHE
ELSE AT SPECIFICATIONS E PRODCTSTO ON.p
O
FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADIW::
11P
y
s_.`
LOADING OF V ZiTiCAL Mt! W ON
SILLOF'MNDO W S NOT ANCHORED
i,
Himi
/•�/�II�
pi
� II
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOTANCHORED
A
1m
LOADS0OFVERTICAL NU
WON INTERSECTING HORIZONTAL
MULLI
LOADING OF HORIZONTAL MULLION
WI1H INTERSECTING VERTIMMUWOI
DI NG OF VERTICAL MIILUON
PANEL OF HINGEGE OOOORIS NOT CPPNREOORANCHORED IMTH
LOADI NO OF HORIZONTAL MULLIOI
LOADING OF (2) HORUDWAL MULLIONS
000
I
0/
�'0
�1/
LOADING OF VERTICAL MUWON
AADING OF HOPRONIPLMULLION
Z Z Jam( Q N CI
e QI-- Ilj a? W iD
HO 90
PW
N
Ub
@
S
W
z
u
¢
O
O
G
�A
fi
�gbg
N
SHlOH
0
6
:
D:
tK
PRODUCT REVISED
...... IYYIa99 IN
BYI" Cetle
Me FlPH Ia
/ I
ND A-Nw 17-0630.01
EaOn b.A D.W OS12612021
OARING OF HORIZONTAL MULLION LOADINGOFHORIZONTAL
BY
MIA
0PmSuct Can
MULLION
NOTES:
1) DRAWINGS ARE
RERESENTATIONSOFTYFIGAL
PW CONFlGURATIONS.
CONPGURATIONSNOTSHOWN
MAY BE E%TTLIFOLATED FROM
THOSE SHOWN.
2)IFTHELOADSGTYPE CMINOT
NV LYNry
PW BEDETERMINEO,USE
"•�(F'�:
RECTANGULAR LOADING.
a
�•'
\}GBNSF
T i
S)SEE PRODUCTS'ALFOR
G ACTUALANCHOR LOCATIONCATION S.�*-
Suu 1 1 laGU 1 1 1 ...........
LOADINGOFYERTICAL LOADING OF HORRONTAL ///S��NAL ENA��
MULLION MULLION A LMNNIMILL9A. P.E.
FL RE.V 58705