HomeMy WebLinkAboutNOAPGT Industries, Inc.
SCANNED
�y
St. Lucle county
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc,
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'h
Edition (2014) and FBC-61h E dition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. - Miarni-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayers" dated 06125115, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5'h Edition (2014) and FBC-6`1 Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by PER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SOD-770" Aluminum Sliding Glass Doors w/90' &135' comers - L.M.l. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasenda, P.E.
P
,,., �duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
ApprovalDate: September 28,2017
F-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90'/135- CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTION& SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3) ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED 0 STEEL SCHtW6, I M I UUMt 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 NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE WITH
5) INSTALLATION SCREW% FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED
NARROW JOINT SEALANT.
6) REFERENCES' SLOG ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSVAF&PA NDS FOR
WOOD CONSTRU�Tl JUN 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 (HVHI
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE. AS APPLICABLE.
9) TEST REPORTS: FTL-5980. FTL-5993, 1`11�6001, FTL-6014, FTL-6015, FT-4017. FTL-6022, FTL-6023,
FTL-6024, FTIL-6025, FTL�6028, FTL.6031. FTL�033, FI AND FTL-7554
LE B SEE DETAILS ON HEETS 4 & 5
Type
GescOpflan G.Mad Hem ab'darto ffitarloI)
G3
WIV LarIlreted: F)UIascfX1W HIS GININith W FYB htafl"�
-6�
HE awssaith�civ Pvu we"yer
W
���vlr
711W �?Ilalad, (EUMsQSfIW HS BB�tanayer
a—,
42M.Eliki X PVB Wd ... r
1' lbarn�tsd LO.: 1M'T B Or C.p � VIV Al, Space 71117 La�aaaad� 0 Lit. I�la RH �.11 ,M' PVB MI""
-G-an"M
In
CIA
IV "N"t"A AVA
41`[�_r��Nd �L�164T Ef.11tel., UP - W Air S,aae ITT La"ratc]; (2) LIR .1 X1 IF ANIN ON-- Wth 4W G�
GM
W.ilaI,c'
'ANW-ANNENUED
-W.H�TS�MENED
� -TEMPERED
-nW..N0'TR0SiFOL0PVBBY�RAY"MWC&INC
'SG'-.0W SENTRYSASOBY NURVtAYAMeRICA, INC.
I DILSIGNPRESSURERATING
IMPACTRATI 2.
SEETABLES1.263ON
SHEETS
1 RATED FOR JANES SMALL
MISSILE
ODiESISTANDARDSUMO:
2017 FLORIDA BUILDING CODE rC 0 1 N
REC��Gfl ITO
2014 FLORIDA BUILDING MOE STH ED TION
-ASTMG13NX9
-ANSIWSPA NDS�2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUM.. Abl�HS
NNISI SINIIA2
.AW 360,10
GENERAL NOTES ....
I
EXAMPLE CONFIGS ..........
2-3
GLAZING DETAILS ... _ ......
4.5
ANCHORAGE ............ ........
BA41
DESIGN PRESSURES
INSTALL DETAILS ..............
12-14
-VATIONS ........... ..........
15.16
PANEL I SILL TYPES .........
17
CROSS SECTIONS, ...........
18,19
PARTS LIST ......................
20
CERT. oF,kUffL eahEaS
TABLE A:
Anchor
G..P
Art.h., Typ.
F...
M..ba,
subsi.w
MM. Edp
Gleam. .
MI., 0 ' �
ofato...
I FIib
A
M216rZiSilI
F,.M W. F, 05 kal)
012 410 88 SMS,
(F,- 90 kal, P.- 110 111)
—
All
_S.U-Ja PUR ISG - 0 HE)
WIF
We
i=w
CW�n ANmInum
VT
0/16.
01090-
AM SURI
vie
0.0w
Dr. 33 SWel Utud
_w
aff
otir
I (is G.)
Ile Elea Agg�ato,P
PI.57 kal, Fegli III
NI
...to (I = W)
I.M.
3'
1_31r
_ja.b _IP�.k
Bleak 14STIM Caa)
r
7
T
Jeinb/P�k
HolowElaak
7
w
Ww
All
S.lh.. Pin. .
1.
1.
1�w
IM2 Steel S
(.1h. d3 bojId
Real Bb.tt.)
All
I
S.H.. Pin. (60 - 0.55)
Vie
7ir
1_31w
MJ5NT5 ANIalre.
EJa
We
0.090,
Am Seat
Ste
We
0.057
G, 33 Simi Stan!
xr--
_7 FIT_
147 Ei. 01IMM9
FV-155kel, F,1771161
All
C�aw.(.1,2.861N.Q
I.,
a-
1�w
Janab I P�hock
Hallow Sleek ASTIM C90)
V
1.
1-1/4'
---- All
241Z
4'
1W
FUI.d Block
MTM C50)
2-112-
40
1�4'
Hallow SRI*
MEW cm)
24C'
B -
1.
1.114-
Conomto (aln. 335 k3l)
I_
1.
4'
4'
I-SN'
Ccnamta (min, &35 k3l)
1.
1.
I�v
Follow BIM
G.
24W
e
V
i-11'r
N
I_ww
STRATE CONDITIONS �� ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR RCUIB �BUW,
I)WHERE1 T IS
.�E'A5� E Lo�srl.ETFIEJR FOR ALLTABLGS IN THIS APPROVAl-
2JAI-LANCHORHEADTYPESAREAPKICABLE.
3)rORSTJ STUDS. MIN. FU= 45 KSLMINFY-33 KSL
4) FILLED BLOCK VAWES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
6)ANCHORS MUST BE OF SUFFICIENT LENGTH SOTHAT A MUNTMUM OF 3THHEAJDS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRFTE/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 SHEET.
_i� CT V
3)WOOD BUCKS DEPICTEDAS IXARELESSTHAN I-I/TTHICK
PROPERLY SECURED, IXWOOD BUCKSARE OPTIONAL IF UNIT IS 8.11alln, ail.
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-No. 17-0420.12
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS Expination Data 0211712020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. SUCK DESIGN AND INSTALLATION IS
TIE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
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
NOT REQUIRED, IF USED, NON.SHR]Nr, NON-METALLIC GROUT,
MAX. 1/4'THICK & 3400 PSI MIN. (DONE BY OTHERS) MUST FULLY
LYAf4
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD. 3011 FELT PAPER OR MASTIC 18 REQUIRED
NO. 68705
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
�:g
BYTHE AUTHORITY HAVING JURISDICTION.
�;
SuC'm I AITSI 1 122 1 PGTVISO
PIE.
CONFIGURATIONS NOTES:
EXAMPLE CONFIG�URATIONS 1) ALL CONFIGURATIONS SHOWN ARE pLuu AvAil-ABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
w MAX.UN)TWIDTH LOCATIONS USING DETAIL 'JW, -je, 'Kel OR 'Ke INSTALLATION.
MAX. UNIT WIDTH EXAMPLE: 4�PANEL XXXX IN POCKET (p) CONFIGURATICN CAN BE
NOM. PANELWIDTH NOW. PANEL WIDTH pXXXXp, pXXXX OR XXXXP. OKXX IN POCKET CONFIGURATION
CAN BE OX)(XP.
P T PERTABLES 1-3
ERTABLES1� (ea
2)901&135-COR R CONFIGURATIONS CAN BEA COMBINATION
19 ;5 OFANY2 STRAIGHT CONFIGURATIONS.
3) FOR N
MALS 4 OM. PANEL WIDTH, SEE TABLES 1-3.
��R
HEIGHT HEIGHT 1/4 1 F i
jjNj -X- o OPERABLE PANEL,
PER TABLES 1-3 i
PERTABLESI-3 -0- - INOPERABLE PANEL.
'P"= POCKET f—DETAIL LETTER
�W � WOOD OR METAL INSTALLATION
-P 2-PANEL W V =CONCRETE INSTALLATION
,e6NFII -- IONS CONFIGURAfIONS L—SHEET NUMBER
UNIT WIDTH MAX UNITWID'FH DLO WIDTH - NOM. PANEL WIDTH - 7-
DLO HEIGHT = DOOR UNIT HEIGHT - 10.126"
NQX P 2LWIDTH NOM. PANEL WIDTH PANEL HEIGHT = DOOR UNIT HEIGHT - iJK1V
P I ASL -1�� 3 'PER TABLES 1-3
ER ABLES 1,3 ;;W li:� -
HEIGHT
PERTABLES
NOM. PANEL WIDTH
PER TABLES 1-3
MAX UNIT
HEIGHT
PERTABLES 1-3
5-PANEL CONFIGURATIONS
�. czp� ID3201
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLIES 1-3
F
MAX UNIT
HEIGHT
PER
TA13LES 1-3
INSIDE
2 -22 1 PGTO130
no complying with the Floddo
"thun �dc
NDA-Na. 17-0420.12
Expiration Dole 02111712020
N. 58705
IW9L
TI, V. 4v, �z
01VAL e
1, ...... 10,
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PERTABLES 1
MAX UNIT
HEIGHT.
SWOR 120*
1
MAX TESTED UNIT WIDTH
355-7116- @ 98' HEIGHT
300-114" @ 12T HEIGHT
mcw
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PERTABLES 1-3
MIUMI
PERTABUES1-3
I
NOM. PANEL WIDTH
PERTABLES 1-3
MAX UNIT
HEIGHT
PERTABLES
- , 8
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ME ALSO AVAILABLE As
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCA71ONS USING DETAIL 'JW. 'Je.'Kmr OR 'Ke INSTALLATION.
EXAMPLE 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pX>CKX OR XXXXp. OY-V IN POCKET CONFIGURATION
CAN BE OM(Xp.
2) SO- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH. SEE TABLES 14.
')C' - OPERABLE PANEL.
-0- - INOPERABLE PANEL,
*p'=PGCKET
—DETAIL LETTER
(BW -WOOD ORMETAILINSTALLATION
---e.CONCRETE INSTALLATION
L—SHEETNUMBER
DLO WIDTH= NOM. PANELWIDTH-7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
�7m 1 AFTS 1 3 a 22 1 PGTO130
PRODUCT REVISED
&T -ith th. Fl.fid.
DOW., .
N0AN.._ 17-0420.12
H
7116' MOM.
—
7/16-NOM.
I-NOM.
3116' HS GLASS--\
3fI6'HS GLASS—\
3116' HS GLASS-
T9w PVE—
c9o. PvB
.090, SG
3116' HS G�S-
Stl 6- WS G L�ASS
74
311V HS G
74
3/6'AIR SPACE—
74
3116' 1 GLASS
w
K
3/4 NOM.
lb
sw MOM.
k314"�NONL
GLASS
G
124-in
GLASS
BrrE`
B
SITE
WERTOR
so
64
84
7116"LAMINATED GLASS, TYPE G3
7/16" LAMINATED GLASS, TYPE G4
"LAMINATED I.G. GLASS, TYPE G5
911W NOM.
911W.Nom. —
I* MOM. —
3116' HS GLASS
IW HS GLASS—
1/4' HS GLASS—
.090"PVB
.090' SG
6-LS GLASS
iWlLsGLASS--\
74
114' HS GLASS
74
stle, SPACE
74
lWTG S
T REVISED
02
I.,
F
314"NOM.
314-NO
di., d.
N 17-0420.12
9 RIOR
GLASS
G�S
�MIOR
G
12�IV
314P NO
expi 1. t. 02/171202C
TTE
B BITE
1�3
G S,
BITE
81
%
9116" LAMINATED GLASS, TYPE G3A
9116' LAMINATED GLASS, TYPE G4A
1. NATED 1.
GLAZING NOTES:
'ANN' = ANNEALED
'HS"- HEAT STRENGTHENED
'-r=TEMPERED
S EET 15 FOR SPACER DETA
:PVB' -.090' TROSIFOI? PV13 BY KURARAY AMERICA INC.
INC.
GLAZING DETAILS
SG' =.090',9ENrRYGLAeBY KURARAYAMERICA,
UU.T
-SERIES
Nea MIS
770 ALUM. SGD - LM IMPACT
�Ly
1_.�
I—NTSI 4 122 1 PG7'013D
IC
RIUWYE.
GLAZING DETAILS (GIS, GIBA, G7, G7A, G8 & 38A)
ftV NO M, 71 6 m '090. S 1"NOM
HS GLWS U 3116u ANN GLA
""NOM
S 3116"ANN GLASS
3116" �Ls S 311W ANN GLASS
oow�o �SG 9
S 's
3`16" .0
_R 3116- ANN GLA;s7:-\ 31W �IR SPACE
318" Al SPACE Q a � 11 _. - _. . __ $
I'm 114�N'OSK
j' - G
_jJjMjj[V7114"N0�. �67 IMEW is=
G.LAS! E E� I
EnERIOR
4,
ITE
ffiv N"
ffilj7m, 001 C
a
V LAMINATED I.G. GLASS, TYPE G6
7/16" LAMINATED GLASS, TYPE 37
1 " LAMINATED I.G. GLASS, TYPE G8
9116" NOM,
VNOM.
3/16'HSGLASS-
3/1VANNGLASS-
.090"SG-
114'ANN GLASS-
-
.090. SG_
3116'HSGLASS�
.60" SG
3116-ANNGLASS-
5116"AIRSPA E-
74
1-
114-ANNGLASSW
6N
.74
Sflv,�IRSPACE-
74
1/4"T GLASS
114" T GLASS
PR
82
03
w
314. NOM4
V�127
314"NOM.
�10R
GLASS
�S'
12�U
3/4'NOM,
GLASS
1�3
BITE
GLASS
I BITE
BITE
�MOR
1�3 al E�ERIOR
79 79
55
1" LAMINATED I.G. GLASS, TYPE 36A 9/16"LAMINATED GLASS, TYPE G7A 1 " LAMINATED I.G. GLASS, TYPE G8A
GLAZNG NOTES:
'AN '-ANNEALED
"HSn HEAT STRENGTHENED
:T' = TEMPERED
PVB'- 090' TROS[FOFPVB BY KURARAY AMERICA, INC.
.SG. =.690- SENTRYGLAEP By KURARAY AMERICA, INC.
:RIE6
$GPM
SEE SHEET 15
1. SGD -
5 122
o%,
'vV....
Z*: N-- 58705 13
AAYIJNMIL�M
PZ#55M
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
Far asswer wragal am1wrage an 9W or 13Y ..-I oull, .0 h.xt I I
Maximum DP for all sHes.
. +80 1 �60 Psf
(May be Ihmitad by TWA IA)
Table applies to Glass Typos 3,
M. 5, 5A, 7,7A, 6 a M and
Door Unit Haight
8`1�
—DLO
too Slle/Ast%al TYPx. -h-
balow.
---AaClwIGAAP
An.h.,Gmsp
rob., G.-P
Au.h. Ges,
A--F
B-T-1
D
A
8
C I
D
A
0
C
D
A
B
C
D
Headibilt
V4+1
4�
N.1 I
Ct'l
I C40
C4.1
04.1
1
1.
17'
Jamb
a
a
8
a
5 1
a I
u
I
DLO
P-hok
-6
--ii-
+ 7
6,7
-C+-7
-W7-
-7+8 1
7.8 1
7+8
1 7+8
7q
-r-8-7.-8-r7-+8-r7+8
7-8
7+8
7+8
-97�—Ul
C74+1
N-1
CI -I
04-1
C'10
04+1
01-1
1 2'1+1
Os"
N�'
9t+1
1 N-1
1 U"
�+'
N+'
a
—a
—0
-8
a
-T.8
-7;8
w
DLO
--- T� —�.k
--67-
.
-0+7
6+7
7+5
7-5
7.8
7+8
7+8
718
7113-
Hoseall
C4.1
CO I
CA+T'
-U. 1-
-&+-1
-�+-I
ot+1
ot+1
N+1
NO
CA-T
C4+1
04+1
04�T
Ct
�1
o
jamis
-7+--
-r-
-7-
7
8+7
6.7
+7
4
8
+g
a
+8
-8
7W
7-8
7+8
Headiallill
+
-
00i
- --
CT+1
ca +
42'
jamb
1 8
a
a
8
8
a
B
-T--8-
-f.-8
-f--8
Q
OLD
P-hodl�
6+-7
8-
7�11
- --
7ill
-- -
7��
----
--
7-.8-
7-8
Hea&Slil
C4+2
CO2
C4+2
04+ 2
+
T
C42
CM
a+2
61---a;2
C51+2
04+2
a-2
4V
41-
8
8
R
10
--�-
a
-T-
a
-T--
a --
-f
BUD
It
--i—+B
-j7+—a
7+�67-8
6:1
TZ6
+8
-8
+6
+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
i) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114- SILL�
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER OF IS 46.67 PSF MAX. WHEN USING THE 3.114- SELL. POSITIVE WATER Do IS
60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER OF IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4'. J3-114� AND 2-112- BILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE 13 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 ANCHOR$ ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
I
TARI P IA'
sill HeIg t max. M Dp
(WWaterinfilt Ion Ruing)
Bill Riser Height
(�) N.Ign
(Fiat or Box, see
st ?)
Free. I sf
I I
Low-2-1/Z'
-46.67
Medium - �1/4'
-60.0
(
High .4"
+ 60.0
SEENOTE!S1-3
nseewle
DLOWIDTH-
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT- 10.12F
PANEL HEIGHT -
DOOR UNIT HEIGHT - 1,866"
0 rF OH LENGTH
HOT TIC a
OH RATIO 8 1
0
OH RATIO = OHLENGTH
OH HEIGHT
Interlock
P-hcok
Lockstile @ Jamb
Assembly
StralghtAstragal
so- Mescal
Assembly
1-colutil.@
9irmtraial
-Ae�
:: �Z:Ilayal
Loduflle@
145-Asuagal
--�seadardsVlb
---it—andardStile
Standard Sflle
dardStle
—
on w duty S a
u ty stile
Heaw-dutyStlle
I Heavy-dutyStile
StandardAstragal
Outside Comer
outside
Comer 05,
Inside
Inside
Comer
Ins10C;T
Canner
Corner
pw-1960(41
part 460
Part #60
part N60 (stile)
Part067(Anotial)
Part#60
P.0#61isvie)
Part#118(cormer
Reoelver)
P1.114 41,1111, �1040
I
pont"62(stfle)
Path #31 & #32
(Corn. & Rd Mount)
Pan#61
CEITZ w'Auna 0296
Sta"No I An 1 6 , 22 1 PG70130
PRODUCT REVISED
as counpill., Wilt the Fledd.
BuThIl., cni.
NDA-N.. 17-0420.12
No. s,,,,
11AIN
ORION..-
'Ski .......
'17; OJVAL
"'o"1110,
A. LYMMILLER,RE
PEP 58705
Design Pressure CDP) and Anchor Quantities Required, (for aliapproved configurallons on Sheets 2 & 3)
Maximum UP for all sizes: +60 1 .60
Far comer astmgal ancipeal on aw or las' comer sells, sea meet 11
(May to, trilled by lace 2A)
Door Wt
Work
Table to Goes Ty". 4, 4A.
W
w
Tor
Iw
lie
I IW.
applies
0, 0A, 7.7A. 8 & sashed Me
69 716
DT0_
7TTIT
MO
91.7111.
OLO
1 971718'
OLD
IwAw
MCI
1 109-710'
ao
Supch,sh"al Types shares belpec.
AnchwGroas
I
Anchor
Group
Anchor
STur
Phi
L.
, or
houp
r ro
-A_-I
B
I C
D
A
1 8
1 C
D
A
I B
I C
I D
X
B
1
3
A
.
D
D
B
0
D
04.1
aw,
0,10
C,PI
c44I
0,1.1
C4 I
Cl+i
4
+
C"+
I
�71
24'
Ire
iamb
a
a
.
.
.
a
10
10
1 10
Is
10
10
10
-F+-G
10
-0;9
10
to
10
to
10
1
10
10
DUO
P�ok
6-7
B.7
-608
7
�y
7.8
7.8
red
7.a
7+817+8
1 7.0
7+_8
_!i5
T+8
7�
7+6
0-9
019
P9
iTO
&a
M
"' to
T.10
T_
.10
0
+=a
7.1-0
T+10
3;__
10
tagelfSpi
Net
U-11C"Pt
C40
hot -I
I c,t.l
No
wt
ot.1
cPI
01.1
c'10
-a -
01+1
04.1
cq�j
-
cl.1
-
ol,j
Net
-
C,1+1
�.l
-
C,I�i
-
01+1
01.1
GI -I
-To-
C,4�1
04�1
01-1
Net
�-I
C"PI
CI-1
C4-1
iamb
a
5
1 a
-a
a
I a
0
a
a
a
8 -
-
8
-
a
g
B
-
10
10
10
10
10
ilia
to
to
10
-6;-10
10
10
-10
10
10
-6
10
'a
DUD
p4hoox
6+7
6+7
1 5+7
�7
7+8
1 7-8
+,
-f+ 8
_T+T
_7+_8
-7;7B
_f+_8
-F;B-
7+8
7+8
7+8
0-9
8-9
8+9
6+9
IK9
_C5+_T1c`1,,
8-9
149
!P9
9�10
TWO
W
T+-io
;1-0-
WI-0
wo
__�_.vv
w I
�+l
01.1
C4+liC4+I
cI+ I
N+1
cc. I
ci.,
co.1
�.l
N+1
cawF.-1
I
m,'6a47-711
DPI
N,
,j
ci
,+1
cl+1
N+i
ci+1
-J.Mb
a
9-
-a-
a
a
o
6
a
8
8
u
a
8
a
a
to
to
a
to
to
1110
10
to
is
to
10
10
10
10
10
10
DLO
he.
I.
P�cmk
7
0+7
W?
7+8
7-8
7-8
7-8
_11+-B
-ra
_T+8
-7+-e
-T.-B,
_y+a
7+6
7.8
0-9
'M71
8+9
_67-1
6-0
8+9
-5-T
-a.
Ina
8+9
8-9
-(T+-11I
9-10
9+10
9-10
-a.-i
p+10
11+10
sets
9+10
o"10
IrandrSSU
III
�aE
SU
U.1
C4.1
R; I
A71
cI+i
ctj
ci+1
'FA7-1
'a.-i
-FA--1
ZT+-1
5?_.T
=4- I
-To-
Birl
T
_10
C4+1
C4+1
wo
Ts;t
-12
CS+f
C411
_f0_
C4+1
4V
'5'
_J.b
o
a
B
a
8
a
a
a -
-8
-a
a
0
a
a
a
6
10
10
0
to
to
1-0
Is
1-0
1-0
1-0
10
1-0
MO
-"c'
a.
6+7
6 7
697
1+8
-
7.8
r+8
7.13
7+8
7-8
7+8
7-6
7+5
7+6
7f8
I &a
1 8+9
8+9
6+9
-&-.-2
9 -
8+9
&a
a*9
a+10
�ID
9+10
9�10
�10
Pro
0+10
Selo
Headrsul
C4+2
".21
C4+2
U.2
Cv+Z
ce.2
C*e2
-
04+2
�2
C,I-2
0412
C,1.2
C4+2
0�1+2
C4-2
C4-2
04-2
CIQ
.2
ZC5-2
C5`2
C`4+2177211j2�
11=11
02
flQ1
_21C�2101111+2
C6+2
Jamb
a
88,
is
a
8
8
to
I to
su
m
6+7
_6+7
�6_+7
7+8
7-6
As
1.2.
A
A
7-
7.8
7+8
7.6
...
. ...
I
I�lo
c`1-2j..2
h4*2
0412
-
Ca-12
42
+2
.2
C`4+2
0`1.2
47'
Jamb
::::t�
A
�;2:1
8
a
8
DLO
Not available in these sizes
-
p_ hot
11
.+7
.1,
7.8
7+8
7+6
4B
7�13
1 7+8
748
7-8
7+6
7+B
7-6
Cj�L2
04.2
04+2
C4-2
N-2
C4-2
4Xei
C4.2
C4.2
N�
5y
8
a
10
a
a
a
10
a
a
8
DUO
7+0
7.5
7.e
7+8
7+0
7-8
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-IW' SILL.
2) WHEN USING THE 2-1/2' SILL. POSITIVE WATER UP IS 46.67 PSF MAX. WHEN USING THE 3-114- SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' S ILL, POSITIVE WATER DP IS 60.0 PEF MAX
(NEGATIVE PRES. UNCHANGED� SEE TABLE 2A.
3) 4'.3-114-AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS I HE 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,
6) DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED,
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, D NIDE BY 2 FOR PAIRS TO BE
INSTALLED,
Sill HeIghtto MaX '+
t4sher Infintration F�[.)IUP
Sill Riser Height
(-) Deedg.
(Fiat or 8 ... ...
Pleasure, pal
Shoat 17)
-FI.-h - i-lir
....W3
L.- 2.10
-40.
Medium - &1W
High . -
SEE NOTES 141
OH LENGTH
OH RATIO a I
OH RATIO = ON LENGTH
-6H -HEaHT
.enl eo�ccT� 1. . 1. FrIst A..Maftl V 119TAIIA
StralghlAa I
Lockstile @_T
9V Astragal
Lockstile @
135'Aspor,al
Lockhalle
interlock
P�hcmk
Jaml,
Asicas b,rl'
StraightAun.gal
I Amerably
90' Astragal
Assembly
135' Mtmal
Heavy-duty Stiles
Heavy-dutyStile
Heavy-dutyStile
Heavy-durtlyStIle
Heavy-duty Stile
Heavy-dayStile
Heavy-duty Stile
Heavy-dutyStIle
HeavydutvStile
Standard Astratial
Outside Ulmer
outside
I ld
Corner
>
EINIT
Inside
Comer
0
W'de
Cur�lde
'1.�e4
omer
Pan 461 W)
Parr#61
parallsi
partH61(stile)
Pon #67 (�ftorsgal)
PaflHj61
Partlul(Stfle)
Pan 4118 (Corner
part #119 (Out.)
Part#120(ln.)
Pan #61 15tile)
Part; #31 & 932
loneliest
I
I
Recewer)
I
(Corn. & rxd Mount)
pool OFAM capped
SaD.7h) I NTS 1 7 , 22 1 PG70130
NOM, PANEL WIDTH - 7"
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125'
PANEL HEIG14T �
PRODUCT REVISED
05 can"u"'no vent the Fludd.
.do
No�N. 17-0429.12
0 ;/A �0
01VAL
L'. VIR, RE.
PEN"pla
Lh
Design Pressure (DP) and AncborQuandfles RequIrod, (for all approved configurations on Shoots 2 It 3)
For conner astraged amborage on DIV or 135' corner urge, Sea Shut 11
MaxImurn DIP she= below
(May be limited by Table 1A)
Docru tH.16t
Table oppifor W GIASS TYPOS 4, A.
8T
1 Do. es.
1132-
1064
he
7. 7k 8 & sk Ono IN
7'TA
D`0 1
91-7001.0
—7inahur
97.?Fa �Mo
shisrA.urnel types shoon b
infiefAshe", ty
F.— TOE T.Tp—
Gm.p
Anchor Gro IS,
I D
I A 1 5 V U A I B I D I A 1 0 1 c I D
A B Q D
----+T-7a0psI
Design Pressure
.LC
1.0 ",
41-&t.6 mf
17"
HaSSYS111
C4+1 I
C01 I
N
G4+1
�1
! C`I+I
I C4+1
I "+I
10`1+11
C4+1
C41
NO
c4+1
04+1
041+1
N+I C4+1
C4+1
D1+1
I C4+1
104+11
U+1
2 4-
DW
JmD
a
I a I
BE,
1
S
1
8
1
1 a
a
a
a
10 10
10
10
10
10
10
P-hook
6+7
1 5+7 1
5+7
1 b+7
1 7+61
Its
1 1+5
1 (to
I 7�o
I 1�15
I ITS
1 7+81
745
1 a
1 1+6
1
0
849 8+9
k+5
we
U+v
I ..v
I .+a
Da. n Pressure
41�.S,f
4�76.0,xf
2S.
HndfSfll
cI+i I N+1 I C4+1 1040 104+11 N IIC4+IIC4+11r4+I1Ct+1 C�iI04+110011104+11C441
it
04+11 Vitt
�L+I 1 C�tl
OLD
joint,
a
1 19
1 a
I a
i a
11
I
I
10
1 10
'a
10
ob'�141
11—
1 6+7
1 6+7
1 6+7
1 7+0
1 +.
f+u
rio
r+a
I 1�o
I —B
1 7+81
718
1 7+8
1 7+0
1 T+15
Ii-16
W1.0ii W1104
549
1 8
I Do./unpiaroure
V-Svu
W�Zvsr
W-76.0
ef
HaScIslin
�!
1PI
+11
�1
I NO
I C,1+1
I C4+11
I "+I
I N41
I col
cS+1
�INO
U+I
05+11
c5+1 I col
104+1
co+1i
1 al
I
C I'll
IL
BE.
13LO
—
� Jamb
it,
1 10
1 .
I u
1
0
1 a
I 1z
1 10
1 u
U
U
10
P-hook
6+7
6+7
6+7
1H17
1 748
1 7+8
1 7+8
1 740 1 f+U
I f+U
1+5
1 7+0
1 8+9
1 U+V
I U+5
S+9
0.9
S�q
I e+9
I U+5
I a.,
E
De Seum
a
E li -
05.21 �21 �5+2 1 Co-
+1 .5 Pof
05+2 CS+2 G6+2 C5+2
I 41-75.0p,f
.2 �2
+
b
10
8
8
a
8
10
!%2
11
10
1
1+9
10
111
10
12
10
I P.h.0%
7+5
1 7+3
1 7+.
1 1 r..
1
go,
4,
a 9
Ins
a+q
8+9
8+9
18+9
41-
I
�Qopaf
C5+21C5+21C4+21C,I+21�ZIMi2 0� +21 cLL2i C§t212%2125 +2 Ca —2
SS.W.A
f
par
+ 2 05E!
DW
Jam a
10
I
M
1 `
1 1z
1 lu
_
a
12
a
14
1 12
t5+2+02
1
14
2
'�-i
10
14
'u
to
0
[ PMS�
7+Bj
7%1
1+41
11.1
o+.1
.1e,
.+v
�"v
1
F+10
131
Pir
. In
1,
EXAMPLE ON SHEET 9
NOTES:
T) —PosrriVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH
2) WHEN USING THE 2-112- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHE N USING THE �114' SILL, POSITIVE WATER
NOM, PANEL WIDTH - 7"
DP IS 60.0 ESP MAX. WHEN USING THE OSILL. POSITIVE WATER IIP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TA13LE 3A.
3) 4'.3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112- SILL IS NOT AND
DLO HEIGHT
DOOR UNIT HEIGHT - 10.125"
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
PANEL HEIGHT
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT - 1.866'
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) JAM 3 ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
na r—L-11— Q
nterIc4*
'If" 1,
I IL" I
P-hook
I
Lockulle @ Jamb
1
Straight Astragal
Anernbly
LoSII @
StrSIghtMtr,.]
go- Aftragal
A ... bly
Lockstile 9
90'Astregal
13V At .. I
Assembly
LocIMlle@
1 135- Asmarial
Heav"utyStiles
Heaq-dutySUle
He.vy-dutysllie
Heavy-clutyStile
Heavy-dpty5tile
HeavV-dmy Stil.
H..vy-dutStlie
HeaW-dmySTIIu
HeaNYdutyStffe
Heav,,cluryAstalill
OmIldeCor I
OutsIle
;EL.
Car 12a=
1�er
�e
Corr
Cui I
tside
m e,
n
Part #61 IQ)
Part#61
pan #61
Part "I
Part 061
Pan #61 [Sri.)
Part H118(Corner
pan #119 (out.)
PartU120(in.)
Part 061 (Stile)
Pam 031 & #32
Pa,t#61
1
Rocainr)
(Corn. & Fxd Maumt�
� WAM ASS296
ssxoa�v I NTS 1 8 - 22 1 PGTO130
TABLE 3A'
Sill HeIghtto Max. (+) DP
(water Infiftrai Rating)
Bill Riser Height
(,)Design
(Flat ., Box see
P.S.... Pat
Street li]I
Flush - 1-1�
see note 3
L.,s-2-1W
+48.87
Medium-3-114F
+ 60.0
Nigh —.4'
- 90.0
SEE NOTEE 1�
OHLENGTH
OH RATIO a I
ON RATIO = OH LENGTH
-6A —HEIGHT
PRODUCT REVISED
.� ...,I,Ing �iffn the Flood.
broken, Code
NDA-N.. 17-0420.12
Expirmflon Date 0211712020
(3NY Lr �4'
I. .. -
Sir No 58705
SZA
AIDN
";7, 01VAL 0,11
"111IIIII0,
A. LYNN MILLER P.E.
NOFRAME �IOP P-HOOKANCHORAGE CONSISTS OF, ------- � SEF'C5-CLUSTER
SEE
Z
JAMB (9) P-HOOK ANCHORS, SEE'CS-CLUSTER MAX. UNIT WIDTH .—DETAILS,SHEET1O
SPLICE
REQUIRED@ (PERPENDICULAR TO GLASS SEE 135"CLUSTER DETAILS, FCR ASTRAGAL
DETAILS, SHEET 10 FOR
NOTE
EXTERIOR PLANE) SEE TABLE 2. EET 7 REQUIRESTV SHEET 10 FOR INTERLOCK 24' MAX. O.C.
S, INTERLOCK
THIS
SHEET
PO' CLUSTER SEE
POCKETS AND 48"NOM
SEEPOCKE T (10)P-HOOK PANEL W16TH DETAIL SHEET 11
LREQU
-------
J j x 0. MAK
AMB MOUNTING
it 5. MAX. x
INSTALLATION, ADAPTER
THIS SHEET ANCHORS MIDWAY TImx.
&SHEET14 BETWEENP-HOOK 4 PAIRS OF
i0i
ANCHORS & AT 3- x FRAME ANCHORS
10i
FROM TOP & 14-�OC .0 m ANCHORS 96- (TOTALS
BOTTOM UNIT ANCHORS)
4.051'
'MAX.TOOPENING H D.C.
0 a= P-HOOK EIGHT PERJAMB
EDGE OF POCKET S EE 0 ANCHORS (SEEJAMB
W DETAIL
INSTALLA710
z
'Kd BELOWI
DETAILS 'Jc'& m o = P�HOOK
END PANEL SHEET 14 & PAR� 10 ;u MOUNTING
\—ANCHORAGS DETAILS V &' 0, 3- MAX� ADAPTER
24"MAY.
(2 ANCHORS) SHEET 19 FOR ANCHORS
D.C.
P�HOOK
2 ANCHORS a END PANEL
ENDPMEL a, WK ANCHOR0iOE (SEE
H RA 'E NCHORAG5 a a,
C 0 ANCHORAGE SKEMH BELOW)
(SEE SMT� BELOW) �2' '12-
ANCHORA'E ANCHORAGE
C _6 Ll
"N7 R NE ANCHORAGE
JAN
ANCHORkGV AN�Owe
C �_ N L I
F A E 2.04'
24- MAX.
TRACK, 90
E5� P E S-PAN 2 OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET 'CH oPi�9
D.C.
OMP L� T
IF4W x 96"NOM. PAENLELS. ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3. SIIE SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES. ANCHOR$ MAYBE ADDED
4W
NOM.
PANEL
WIDTH
'�] im.
EXTERIOR
1) APPROVED ANCHORS: SEE LE & SKEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6-81
INTERLOCK HEAD & SILL: WMAX. FROM FRAME CORNERS.
SEE -CS -CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
�DETAILS, SHEET 10 TABLES. SHEETS 6-8 AT EACH INTERLOCKAND
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
',2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL,
ADDITIONAL ANCHORS 24"O.C. MAXIMUM.
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
21'
1� OCCURS AT THE P.�Hoor.
MAX
PRODUCT REVISED
D.C.
as cosrpl�inq with We Florida
SWIM., .6.
NOA-No. 17-0420.12
E.O.H.. D�jPZP!7/2020
6- MAX.
BY--
rERLINE JAMBS & P-HOOKS: 6' MAX. FROM BOTTOM, 21' MAX. ANCHOR PAIR D.C. (JAMBS), 14'MAX. ANCHOR
41VEL 2 D.C. (P-HOOK) UTILVJNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS
6-8. SEE 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14.
FRAMEJAMB
'+2' ANCHORAGE
REQUIRES CENTERLINE SEE -CS' CLUSTER
LU
RETEE DETAILS. SHEET 10 CENTERLINE
OF FORASTRAGAL --OF
'(�;A` HE 1
3 ILS, TS I INTERLOCK
ANCHOR PAIR
END PANEL
A C
(2NANCNCR9S B.
HO A —\—I
a- ASTRAGAL
I MAY
CENTERLINE
OF PANEL 3
SHEET I I FOR OTHER
OF PANEL 4
� ��, 1.11 1
I- OFPANEL5
VCHORAGE SPACING& EXAMPLE PU
EFRIES170ALUM. SGD-LMIMPACT
NTS 1 9 1 22 PGTO130
.00 Y LYN4
OR
3.5'
i=g
,@ASTPAGAL OR INTERL OK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, �C4')
ASTRAGAL OR I (FORSPUCE ASTRAGAL OR SPLICE LOCATION
INTERLOCK�j CONDITION, USE INTERLOCK__I�IF NEEDED
CENTERLINE 'CG" CLUSTER DETAIL) CIENTERLINE
1.75"
2.0
204' f _W�
r
7. 3.6"
r
EX�INYt �TERIM 7'
ID 2-TRACK FRA AE HEADIS11-1, 2-TRACK FRAME HEAD/SILL
Q ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK
(USE WHI,Kh b ULUO I =m (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, 'C5') ANCHORS ARE REQUIRED, -Cn
ASTRAGALOR I —SPLICE LOCATION A� I
INTERLOCK —I IFNEEDEO INTERLOCK-1 CONDITION. USE
CENTERLINE I CENTERLINE I 'CO"CLUSTER DETAIL)
3
2. iO4"
4 01'.
4.08" ZF
4p DIAG.
MERIO
�RJOR EXTERIOR 7�
ID &TRACK FRAME HEADISILL 3TRACKFRAME '-�WR"'
6T_ASTgkGAL OR INTERLOCK.
(USE WHERE 5 CLUSTER
ANCHOR$ ARE REQUIRED, -C4-) ANCHORS ARE REQUIRED, 'CV)
ASTRAGAL OR — SPLICE LOCATION
INTERLOCK —I IFNEEDED
CENTERLINE I
I
DR
ID
4-TRACK FRAME HEAD/SILL
9E��
(USEWht,Kh4ULUbJtK -
ANCHORS ARE REQUIRED, 'CIP) ,
4"
ASTRAGALOR__l (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE C6' CLUSTER DETAIL)
4-TRACK FRAME HEAD/SILL
( Q ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, 'C5-)
ASTRAGAL OR
r
4 3f_J-3.�,. �__
3-TRACK FRAME HEADISILL
(M Ab I �UAL uR INI tl�UuK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, '051
OR (FOR SPLICE
__I CONDITION, D
I USE THIS DET
4 3.5' l
2.
2.04
2.04"
6
21 p
MAX.
O.C. 21' r
664' MAX-
D.C.
6' MAX.
TRACK 4
FF AME JAMB WMAX
ANCHOR PAIR
4-TRACK
&P DIAG. FRAMEJAMS
B
2.04" XTERIOR ANCHORPAIR
-124
AN ANCHORS MAY BE INSTALLED
C OR ' 1
21" EITHER IN THE EXT. OR INT.
MAX. TRACK (INT. SHOWN)
O-C. I
2.W
6' MAX.
T;T:R:A:CK —FRAME JAI'
ANCHOR PAIR
4-TRALCK FRAME HEADISILL
65,ASTRA 3A R ol��R K
'Lo LOC
(USE WHERE 6 CLUSTER AANQhUK5 Allt REQUIRED, 'CS')
WITH & WITHOUT SPLICE CONDITION
NOTES:
1 ALL DIMENSIONS SHOWN
��E BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONSIANCHORAGE AT
P-HOOK SEE SHEET 9.
PRODUCT REVISED
with the FlDrida
B.Ildl., e .
NGA�o. 17-0420.12
exphration DatoP211712020
uz
--�Zjg T,
OFAM. �0 �SERIES 770 A LU!M& SOD -LM JMI'A(; 1 —1
1180 �
A I,- I E
NTS�
tee... 10 , PC3M
22 �
2.04' 204- WER,R 2.W �Rtok 2.04" -.1-ANCHOR
iNTIRRIM INTt!RI0R 7.
4'DIAG. 4- DIAG. B.W
0.12" 6.12" 3.5' 3.51
mmoR 0 3. INTERIOR 9v' 1 7' IN E I INTERIOR I . CENTERLINE
X ERIOR XTERIOR 4"DIAG. 4"DIAG. OPPANEL
3.5" IV 3.5" 4' 3.51 4' 5. 4- --2- ANCHOR
2.04� EXTERIOR 2.04� 7 2,04- EXTERIOR 2-04" 7- 4
E RIOR EXTERM
SO- CORNER 90' CORNER 135'CORNER l3GoC ER 2.04" 4' DIAG.
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SLL 2-TRACK FRAME HFADISILL 2-TRACK F E HEA 1 11 CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 GLU
ANCHORS ARE REQUIRED. 'M ANCHORS ARE REQUIRED, -OW) ANCHORS ARE REQUIRED, 'M ANCHORS ARE REQUIRED. OF PA NEL
N2 04'
�R
4' C'kG
3 _
X E .R
0 12
i 5 4
3
EX7E�Da
04-
4.0a"
INTERIM
EKERIOR INTERIOR
4. 8 + '+3 A
4' 7.411-
INTMOR 3.51 1 01WERIOR
90- 7- 13 2.0q 4- DIAG.
.3 1 3.5. WERIOR 3.5"
4.08' 4. 08. 7, T'
5.37' 0 G. .37- G, CENTERLINE
CENTERVNE
35. ��-OFRANEL 2-TRACK FRAME HEADISILL
- 3.5' 4' 'T 3.5" ON INTERMEDIATE ANCHOR LAYOUT
�R*R 7"" EXTFRIOR 7- �Roa ALL '+2'ANCHO
rX-TEWR
90- CORNER 135- CORNER
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL
('C6" ANCHOR CLUSTER REQUIRED ('�ff'ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG.' PRODU T REVISED
as complylnx, with Me Reticle
1 2.OV
INTMIOR �6. 2 2.04' INTEMOR 3.5* NoA-N..- 17-0420.12
.12 Exphation Date 0211712020
�XTERIOR
4 DIA
CMCR
Lf
iw 35' #pCEAWpfERLWE
12" T
4- INTER102R 5.88" OFPANEL By
3 5
7'
L -*G
Immoll 4' 3.6" 13 D4" -.3-ANCHOR sa--o�
A 7-
6.12- 3.5. 'j
G. 6 4.0
2.iM"' 3.5" 4- 4- DIA 3.6" &V --4
EXTERIOR MEnERIOR 4" CENTERLI Y LYIVV"11,
2.W -
90' CORNER 135' CORNER nFPANEl
RACK FRAME HEADISILL
4-T
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEADISILL Ne. $8705
(-gT ANCHOR CLUSTER REQUIRED ('E28 ANCHOR CLUSTER REQU- INTERMEDIATE ANCHOR LAYOUT
ATALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) =-O 1
NOTES:
B�
'ANCHORAGE, EXAMPLECLUSTERS
T7ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND IN06LD BE
OFI
17, =llm.�5
GD - LM IMPACT
ER12R OR INTERIOR CORNER CONFIGURATIONS
Ll ...
L RE
P.EINW05
�IDEWNTI��L�F2
m.1
7��
c
__
So
S�m
NTS
1-71 22 T0130
T�-
Ic
INSTALLATION DETAILS
EDGE DISTANCE:
SEETABLE A, SHEET I
EXTERIOR
<:3
114�
MAX.
SHIM
TABLE A, LA �� 0
SHEEr 1
2X WOOD OODANCHOR7YP,,
TYP..SEEANCHOR SEEANCHORNOTES
NOTE3.SHEETI &TABLE&SHEETI
%2-TRACK FRAME HEAD
WOOD INSTALLATION
EMBEDMENT; SEE TABLE A, SHEET 1
EDGE DISTANCE:
LE A, SHEET 1
il�� 2-1116"' . w
MAX.
174�M- MEW
2X WOOD /WOOD ANCHORTYP.,
TYP.. SEE ANCHOR Z— SEE ANCHOR NOTES
NOTE 3. SHEET I & TABLE A, SHEET 1
6 3-TRACK FRAME HEAD
WOOD INSTALLATION
WOOL) ANCHOR TYP., 2XWOOD
WOODANCHORTYP.,
2�
SEEANCHORNOTES TYP SEEANCHOR
& TABLE A, SHEEjTl "+E 3,,SHEErl
SEE ANCHOR_A
SEE ANCHOR NOTES
SEE & TABLE A, SHEET 1
ANCHOR
klN�
NOTE 5, SHEET
1 (114' MAX.)
NOTE 6,
SHEET I
, (11CMAX.)
EXTERIOR I
2.1110
STANCE:
EDGE vI Mwx r
SEE TABLEA, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET I
9 2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE TABLE & SHEET 1
EDGE DISTANCE:
SEETABLEA, SHEET I
1 2-1116—
METALTYP.. /SMSANCHORTYP.,
SEE ANCHOR Z— SEE ANCHOR NOTES
NOTE 4, SHEET I &TABLEA.SHEETI
9 4-TRACK FRAME HEAD
METAL INSTALLATION
zX WOOD
TYP.,SEEANCHOR
NOTE 3. SHEET I SEE
ANCHOR
NOTE 5.
SHEET 1
(114-MAX.)
EXTERIOR mER"' 1 L
2_1�ial— I 2-lMg—
EDGE DISTANCE:
SEE TABLE A. SHEET I
EMBEDMENT'. SEE TABLE
3-TRACK FRAME SILL
WOOD INSTALLATION
TABLE A, SH
,
.
v
---T
EMBEDMENT, SEE
TABLEA,SHEETI
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE A.
2X WOOD
SEETABLEA
2XWCOD
SHEL71
TYP., SEE ANCHOR
SHEETI
TYP., SEE ANCHOR
NOTE 3, SHEET I
NOTEI,SHEET1
A
2-1116"
WOODANCHORTYP.,
SEE ANCHOR NOTES
WOODANCHORTYP "
& TABLE A. SHEET I
SEE ANCHOR NOTES9
0
&TABLE A. SHEET I
EXTEMOR
.1
EXTERMR
,5 Ile MAX. SHIM
15 114'MAX. SHIM
2-TRACK FRAME JAMB
WOOD INSTALLATION
�. OFAM �ff
SMS ANCHOR TYP.,
SEEANCHORNOTES
&TABLE A. SHEET I
S�4'IRAGK ALME SILL
ETAL IN TTA LA�TION
OF 3 THREADS BEYOND
METAL SUBSTRATE
NOTES:
1/4'
1. ALL DIMENSIONS
MAX.
SHOWN ARE BASED
SHIM
ON MIN. ALLOWED.
2.METALORWOOD
SUBSTRATES MY BE
USED FOR ALL FRAME
TYPES PER TABLE A.
SHEET1.
METAL TYP.,
SEEANCHOR
NOTE 4. SHEET I
EMBEDMENT: SEE
TABLE A, SHEET I
EDGE DISTANCE:
SEETABLEA,
META,L,TYP, SHEET I
SEE AN Ho
NOTE4,SHEET1
SMSANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET I
- DIAGONAL O.C. IS
MIN 4� (HEAD & SILL)
ORB'(JAMB)SEE
DETAILS. SHEETS 10 &
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
-EMSEDMENP. SEE
TABLEA,SHEErl
EDGE DISTANCE:
SEE TABLE A, SHEET I
'READS
T' VONDTHE
EXTERIOR BE
METAL All
-9�'..
ID lul SUBSTRATE
114"MAX. SHIM I-- No. sa7,,
4-TRACK FRAME JAMB
METAL INSTALLATION ��O
0 0 17-
S�770 1 AITS 1 12 - 22
Co't TF
Pr AB p
Lp
EDGE DISTANCE: SerONC TE
TABLE A, SHEET I
BET I
T
2-11167 TA
HNEE 1
ZA
MBEDME2N:
*SEESEEIIANCHOR
1/4' E�Ew*l
EETABLEA.
M
SHEET1
SHIM
PROPERLYSECUREDIX
Cc CRETE ANCHOR TYP.,
WOOD BUCK TYP.,
NOTES &
ANCHOR NOTE 3. SHEET I
TABLEA.SHE I
2-TRACK
FRAME HEAD
CONCRETE
INSTALLATION
CONCRETE ANCHOR TYP..
PROPERLY SECURED IX
SEEANCHORNOTES& WOODBU TYP.,SEIE
TABLE A, SHEET 1
ANCHOR NOTE 3. SHEET I
SEEANCHOR.
SEEANCH
NOTE 6, SHEET
NOT[
1 (1/4' MAX.)
SHEE
('114' MA
- EMBEDMENT: SEE TABLE X SHEET I
EMBEDMENT�. SEE TABLE A, SHEET I NOTES:
EDGE DISTANCE:
EDGE DISTANCE:
!`Di E DISTANCE
1 m ALL DIMENSIONS
SEE TABLE A, SHEET i CONCRETE
SEE TABLE A, SHEET I
SEE TABLE A SHEET 1
SHOWN ARE BASED
PERTABLE
2-111V'
ON MIN. ALLOWED.
A RWFFT I
DIAGONAL O.C. IS
t7� �fle
f- MAX- MINO(HE & ILL)
AD S
I SHM OR 6- (JAM13) SEE
114'
DETAILS, SHEETS
EVM OR
MAX.
lo&ll.
SHIM
RLYSECUREDIX CONCRETE ANCHOR TYP.,
PROPtERLY SECUIiED IX
�2 R
CONCRETE ANCHOR TYP.,
)0 BUCKTYP.,SEE SEEANCHORNOTES&
MTYP
AEEANM,nRNOTpSa
13
H NOTE3,SHIFETI TABLE& SHEET1
7HEET7ANCHOR
ANCHOR NOTE 3, SHEET I
TABLEASHEETI
d 2h 3-rRACK FRAME HEAD
4-TRACK FRAME HEAD
kp C LL _ R
=CONCAET:E INSTALLA nON
6 �:S
(s CONCRETE INSTALLATION
NICR EANCHORTYP., PROPERLY SECURED 1X
CONCRETE ANCHOR TYP..
PROPERLY SECURED IX
SEE CHORNOTES& WOOD BUCK TYP.. SEE
ABLEA, S I CHO I NOTE 3. SHEET I
SEEANCHORNOTES&
TABIL 7ANCHOR
WOOD BUCK TYP., SEE
NOTE 3. SHEET 1
SEBANCHOR
NOTES. -
SHEET1
(1/4"MAX.) :�l
�T�OR
ED G E D IIISTANCE: CONCTMI BEE DISTANCE: CONCRETE EDGE DISTANCE:
SEE TABLE A, SHEET I PER TABLE TABLEA.SHEET1 PER TABLE SEE TABLE & SHEET 1
EMBEDMENT. SEE TABLE A. SHEET i P, SHEET I E MENT: SEE TABLE P, nSHEET I A. SHEET I EMBEDMENT. SEE TABLE & SHEET I
2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL
CONCRETE INSTALLATION �,U CONCRETE INSTALLATION 0 CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET I
EMBEDMENT. SEE
I
TABLE A. SHEET I
PROPERLYSECURED
(I
EDGE DISTANCE:
IXWOODBUCKTYP.,
x
SEETABLEA.
SHEETI
SErANCHORNOTE3.
7 4
SHEETI
CONCJCMUANCHOR
TYP.. SEE ANCHOR
NOTES &TABLE A,
SHEET1
CONCRETE
�__CR CMU
PER TABU�
'�'1/4'
MAX. SHIM
A, SHEET �
fABLE A, SHEET 1
,MU ANCHOR
SHEET I
WERJOR
'5 114"MAX SHIM
SEE TABLE A.
.. SHEET1
CONCRETE
PROPERLYSECURED �
IX WOOD BUCK TYP_
SEE ANCHOR NOTE 3.
SHEET I
CONCJCMUANCHOR
TYP., SEE ANCHOR
NOTES&TABLEA.
SHEET 1
IM MAX SHIM
Col
SEE TABLE A.
SHEET'l
2-11ill"
CONCRETE
OR CMU
PER TABLE
A.SHEETi
CONCRETE
PIRTASLE
A. SHEET I
PRODUCT REVISED
pliln
z
NoA_N0. 17-0420.12
D.f. D2117/2020
No.587aS l' S
CERE OF�.�r
P' .......
INSTALLATION DETAILS
NOTES:
T7ALL DIMENSIONS
SHOWN ARE BASED
REQUIREDATALL
2.693- MIN.
ON MIN. ALLOWED.
INSIDE POCKETS
EDGE
EMBEDMENT: SEE
TO PREVENT
DISTANCE
2. FIGURES ON THIS
WOOD FRAMING TABLE A. SHEET 1
I —I
RmHOOK MOUNTING ADAPTER WATER
SHEETAREFOR
ILLUSTRATIVE
WOOD ANCHOR TYP., INFILTRATION
CONCIWU
PURPOSES ONLY. SEE
SEE ANCHOR NOTES
ANCHOR TYR, SEE
TABLE A. S HEET 1 FOR
EMBEDMENT:
& TABLE A, SHEET 1
Oda,
ANCHOR NOTES &
ALLAPPROVED
SEETABLEA,
(ALSO SEE TYP
TABLE A. SHEET 1
SUBSTRATES.
SHEETI
ILLUSTRATION SHEET 9)
-114
I MIN. EDGE DISTANCE
DISTANCE: SEE'
4TABLE
�ERIOR
3. SEE TARES 1-3,
A. SHEET I EMBE
SHEETS 6-8 FOR
SEE T=!j
P,HOO K MOUNTING
REQUIRED P-HOOK
(26
EXTERIOR SHEET1
ADAPTER CONCJCMU
AND P-1400K
PHOOKWOCO ANCHOR ryp
P-HOOK
. ..... ..
ANCHOR TYP., SEE
MOUNTING ADAPTER
ANCHOR QUANTITIES.
SEE ANCHOR NOTE�
CONCRETE OR
ANCHOR NOTES &TABLE
ALSO SEE EXAMPLE
& TABLE A, SHEET I
CMUPERTABLE
EMBEDMENT' SEE
A, SH ETI
ON SHEET 9.
(ALSO SEE TYP.
2.693" MIN. A,SHEETI
TABLE A. SHLIET I
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
I-LILISTRATION. SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
P-HOOK FOR USE WITH ANY SILL RISER
PARTS #18, #20, #22 OR
#24,
PARTS #18, #20,022 OR #24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
CONCRIETFJOLU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA, 2A & 3A
MAY ALSO BE INSTALLED IN
(SEETABLES JAD�&3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION,
METAL TYR,
P-HOOK MOUNTING
SEEANCHOR
P-HOOKMOUNTING CONCRETEOR
EMBEDMEN - SEE
ADAPTER CONC.,9CMU
NOTE 4. SHEET 1; EMBEDMENT; SEE
TABLE A, SHEET I
ADAPTERSMS CMU PER TABLE
TA13LE A. SHEET I
ANCHORTYR.SEE
MIN. OF 3
BEYOND THE METAL
ANCHOR TYP., SEE
ANCHOR NOTES
ANCHOR NOTES &TABLE
A SHEET I
SUBSTRATE
28 & TA13LE A, SHEET 1 EMBEDMENT:
( :TTS�-E Er TYR
PRODUCT REVISED
(ALSOSEETYP. SEE TABLE A.
ILLUSTRATION,
I(LL�us
ION,SHEET9)
ra�corn, Ing with the Florida
EMBEDMENT.
SHEETS) SHEETI
28)
��j
'S.IldhIgInd.
0A-N.. 17-0420.42
SEE TABLE A.
DOE
DOE DjsrANCE: SEE
I
Ea,krdhni D�j q2/17/2020
SHEETI
E A, SH EET1
1�114 MIN, EDGE DISTANCE
a, �,
3 0
30
—
Isaa-�, I.... anne.
P-HOOK SMS ANCHOR TYP., e-j
!7
==�E= EXTERIOR P-HOOK CONCJCM
-=ta!aJ EXTERIOR
SEE ANCHOR NOTES
ANCHORTYK,SE
'a
& TA13LE A. SHEET I
==�y ANCHOR NOTES & TABIL
(ALSO SEE TYP.
2693"MIN.
A.SHEET
2,093"MIN.
ILLUSTRATION, SHEET 9)
E6GE DISTANCE
(ALSO SEP TY '
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX
PARTS #19, #21, 923 0 R ff25,
SILL RISERS
P-HOOK FOR USE WITH BOX
PARTSIH 9, #21 #23 OR #25'
SILL RISERS
0"I LT 11,
NN
0 ........ ..
EXTERIOR
CONCRETE
EXTERIOR
V
METAL INSTALLATION
(SEE TABLES 1A, 2A & aA
MOUNT
INSTALLATION
(SEE TABLES IA, 2A & 3A
MOUNT
No. 58", .13
FORWATERRATINGS)
Z5NLY
FOR WATER RATINGS)
ONLY
F
forit
17A CHORAGE DETAILS
....
'SERIES
l-'Remn.
LrCB
770ALUM. SGD - LM IMPACT
,
fill
rao�- I '. W`WOES Eits SN�.
—.. -IVTS -1�
--r--
1
& LYNN MUER,P.E.
-
I-JR-1-11104 1 -1- 1
1 I I , 22 PGTO130 I
RIA58705
CONFIG. EXAMPLES
MAX
UNIT
WIDTH
MAX. UNIT WIDTH
MAX UNIT
HEADER DIETAIMR,
MAX.
NOM. PANEL WIDTH
SHEET 18; INSTALLATION
'AV
DLC_
'
TYP. PER TABLES
DETAILS &A.',
WIDTH
INTERIOR
"T E R
R'OR
SHEETS 12 & 13
--A
NOTES:
EXTERIOR
E
�r R'
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
90,
SO-
APPLICABLE. SEE DRIANCHOR
PANEL
PANEL
TYPE
PANEL
TYPE
PANEL
1)
CORNER DETAIL 'N2',
L N2
TABLES, SHEETS &B FOR MAX.
TYPE
'QS'
AS'
TYPE
17MAX
,
SHEET 19 & CORNER
PANEL HEIGHT AND WIDTH. SEE
IN
IV
ANCHORMAGE SHEET 11
SHEETS 18 & 19 FOR SECTION
NOM.
UNIT
DETAILS AND SHEETS 12.14 FOR
INSTALLATION DETAILS.
MAX.
PANEL
's
PANEL
HEIGHT
DLO PER
INTERLOCKDETAIL
I T OC D T
'M', SHEET 19
2) (1) LOCK (ITEMS 75 & 107-110)AT
HEIGHT
WIDTH TYP -
PER
HEIGHT TABLES
EXTERIOR IWIGPOR
EACH LOCKSTILE, LOCKING INTO
—SEE
NOTE2
TABLES 1�
1-3
KEEPER (ITEM 103) AT FRAME JAMB
ORASTRAGAL.
JAMB DETAIL'63', SHEET
3) PLEASE SEE APPLICA13LE
L
ILE
18; INSTALLATION DETAILS
ASTRAGAI� & INTERLOCK
x
I
'GW S 'Ge, SHEETS 12 & 13
COMBINATIONS PER DPIANC
;;��w
TABLES.
DLO WIDTH = NOM. PANEL WIDTH - 7'
GILL DETAIL'Y, SHEET 16; T
90.
OLO HEIGHT - DOOR UNIT HEIGHT- 10,125'
INSTALLATION DETAILS
EXAMPLE:
90'
INSIDE CORNER,
4 PANELS
- XXXX
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866-
'DW &'Dc. SHEETS 12 & 13
—SILIMNE
--HOT�ELTBUTYL
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
Part#
Description
Material
124
Konvinefling 4SG TPS Spacer System
125
Quanex Super Spacer nXr with Hot Malt BUtyl
See this
Sheet for
126
Quanex Dumseal Spacar
Materials
127
Cardinal N_ Edge Spacer
STRUCTURAL
SILICONE
FOAM
WTH
13591(XANT
a. GLASS —
11_�'-T.
PRODUCT REVISED
ie...= 12 edth the Florida
GLASS
GLASS
NOAN�. 17-0420.12
KIDDISPACE 4SG TPS
(9 SUPER SPACERONXT'"'
E-ldred' D."2)17/2020
_AUJW4UM
R81NFORCEMEW rc,�JS�__ WFILLAREA
'CDCS[CcA
BUTYLENE _B116-mom.
L AT'.
rer...' ..rue.
SEN.
ml`OWED_
3S STEEL
. GIASS I
11'(1 —1. 1. uil�. �INT. GI.ASS
DURASEA1.0 SPACER XL EDGE"SPACER
1� LY1V1v 'I,
.......... I 'k, ",
1 1 .... 1 . , 1 . COW OrAM 02VIN, U ��
m c NO CHANGES THIS SNE�. LEFUES 7TNALU .5SUC - LM IMPACT "11ij;�,-,L;'11P * G
—7
1 .22 POT0130 C
.'reedders.
I _JR` I 111W4 I i I
CONFIG. EXAMPLES INTERLOCK DETAIL
M', SHEET 19 OPERAE
INSTALL
ZrD JAMB DETAIL'G2'. r�A!�RAGAL HEADER DETAILW, SHEET
SIH2EET 18; INSTALLATION DETAILS'Ll'& 18; INSTALLATION DETAILS
DETAILS'Gv/ & 'Ge, L2, SHEET 19 AW & 'Ad, SHEETS 12 & 13
SHEETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
ILI
-D'
MA
NOM.
PANEL
UN
HEIC
MA)c.
—
WIDTH TYP.
SEE
HE
TABI
OLD
PER
TABLES 1.3
-NOrE2,
HEIGHT
SHEET 1
`x
Ux j
10
a
x
j
DETAIL'03', SHEET 18;
TAILS'Gw'&'Gd. SHEETS 12 & 13
HEADER DETAIL All SHEET 18; MAX
NSTALLATION DETAILS 'AW &'Ad DLO
SHEETS 12 & 13 WIDTt
z � TYP.
PANEL
PANEL
PANEL
PANEL
FE
TYPE
TYPE
<.
�YPE
Csi
IQS!
'K'
T
UNIT
HT
SILLDETAIL
NOM.
HEIGHT
'D', SHEET
PANEL
SEE
PER
ES
18;
M
WIDTH Typ.
I TABLES
INSTALL
OLD
PER
_NOTE2�
I 1�
DETAILS
HEIGHT
TABLES 1-3
SHEET16
'�' 8 "I'd.
SHEr;TS12
X X X X
3EE FRAME I MAX. UNIT WIDTH
PANELCORNER BILL GET L IV, SHEET 1 8� MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 16 (2-TRACK) & De. SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XXIXX (2-TRACK)
ASTRAGAL DETAILS'Ll' & JAMB DETAIL '11'. SHEET 18;
INTERLOCK DETAIL 'M'. SHEET 19 INSTALLATION DETAILS'IW &
L2, SHEET 197 INTERLOCK DETAIL W', SHEET 19 I'd, SHEETS 12 & 13
I HEADER DETAIL
����TtK DrTAILU',Jr B% SHEET 18;
18; INSTALLATION DETAILS ig; INSTALLATION DETAILS III INSTALLATION JAMB DFTAIL'12', SHEET 18; INSTALLATION
'HW &'Hd. SHEETS 12 & 13 'Je, 'KW & 'Ke, SHEET 14 1 DETAILS 11lll &'Bc' DETAILS'IW & Id, SHEETS 12 & 13
SHEETS 12 & 1� 7
MAX
HE
P
TAJ
�.UNI WIDTH -----------
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
V
Im.
Fl
UNIT
NOM.
CHIT
ER
PANEL
WIDTH TYP
ILES
MAX.
SEE
PER
N I
-3
OLO
NOTE 2,
TABLES 1-3
SHEETIS
LHEIGHT
ILLO
LU-1.1
U
------
EXAMPLE: OXXXp SILL DETAIL'E, SHEET 18;-
(3-TRACK, RIGHT POCKET) I INSTALLAT10N DETAILS
Ell WEd. SHEETS 12 & 13
MAA� UN I I WO FH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
.M.
IF'
F.
P,
MA
NOM.
UN
A
PANEL
I
HEK
WIDTHTYP
V
PE
SEE
MAX.
PER
TABI
-NOTE 2
DLO
TABLES 1.3
1�
SHEET 15
HEIGHT
� i�
Li
il
LL
0
Lil
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GW&'Gc% SHEETS 12&13 1
ORL DETAIL
SHE?E0TK9
JETAIL'I'll � SHEET 19 &
I IS
CORNERANCHORAGE
SHEET11
LT
I INTERIOR
L _
EX7RIOR NDm.PANEL
p
WIDTH TYP.
PERTA]eLES
1-3
JL UNIT WIDTH
HEADER DETAIL'C', SHEET
18: INSTALLATION DETAILS
-OW & 'Cd, SHEETS 12 & 13
PRODUCT REVISED
.a com
aud, plyl)nxralth the Florida
,9
No"..C' 17-0420.12
Ealflaaftlon bate 02117/2020
c:
T
HT
I
ES
EXAMPLE: XXXO SILL DETAIL IF', SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
PW &'Fc'. SHEETS 12 & 13
Z7 No. sB7o,
65 n_m
jnm_qn%flw,-r_n III �—j I' s—lo j`;TS 1 16 - 22 1 ' FICT0130 I C I A. L%�,LLER P.�.
INT CORWR
.66r
0_9�1
EVTmt[on Date 0211712020
N �VER
wl �DLE
AT AS
DF
_!A7
�=k4j
B
Nile
-TCO-ERJ!�"`
CF
Q �SIIIRISER FL -
FLUSH, 1-112'
SILL RISER FLAT
0 LOW, 2-1/2'
SILL RISER, FLAT
OMEDJUM. 3-JW
SILL RISER, FLAT
24
��HIGH, 4'
"T C01114ER
VT VS
WT WS
VF
WF
EMAIM
7W
— [_ .75v
- r— E�F
�SRIQIR 'o W2'
4�_ ou- 1�
WIMMLE n*l
::�
3.305:
r
TBOX
1. Li
.. �eo'
cItILL —PJS:ER
l.)FLUSH,
21 SILL RISER, BOX
SILL RISER BOX
MEDIUM, 3-11,V'
1-112-
LOW, 2-1/V
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS M
4:
40
N. M�, a W76
9'7'A'NEL TYPES
1
L
jo��VW7 le'r I SO �GESTHIM�.
SERIES
770 ALUM. SOD - LM 1W. I 'T
_JR' 1 1-004
1-."
_NTS 1 17 122
15��e`PGTO130 C
A.LYNNIAILUftP.E.
P.EAM05
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) —9 FULL PANEL �B LENG7H
AEXTERIOR
(s
2-TRACK JAMB
CLIP#105
Wl RETAINER #106
(SHOWN WITH
FIXED PANEL 70
THE INTERIOR)
<;/ (5
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PMEL)
112
9
-TRACKjAMB
2�TRACK JAMB
:LIP #80 OR #105 51 ig!
WISCREEN
VfRETAINER#i23
3HOWN WITH
IXED PANEL TO
HE EXTERIOR) 53
I)SEEDETALONSH5ET15
n121 SEE DETAIL ON SHEET 15
sneuog
1�j
SHOWN WITH 2-TRACK WISCREEN
0 (RANRAME HEAD
TRACK
EXI
EMERI
1�j
da2-TRACKWISCREEN 3-TRACK
\,,DJFRAME SILL TFRAMESILL
ITEM 61 SHOWN. ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
cg.r. CV� �o
rL----e
5
LaKlP
op
OR 81
103
,�,RXTER OR U.E IOR 5EXTERIOR
S-TRACK JAMB 3-TRACK JAMB 4-TRACKJAMB � 4-TRACKJAMB
WHOWN ITH (SCSHOWNWITH &SHOWNWITH ffi(SHOWNWITH
OPE LE PA EL) FIXEDPANELTO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
Q21 SEEDETAILCHSHEETIS
le FF1 i
5 SEEDETAILGI
FOR FIXED
80 PANEL CLIP
SEE DETAIL G2
FOR FIXED
PANEL CLIP 0�
60 OR 61 &1
MAX UNIT
HEIGHT PER
TABLES 1-3
4a4-TRACK
1�9EBLME SILL
18 -22 1 PGTO129
PRODUCT REVISED
With 0. Fj.dd.
Stflldl.g . .
'OA-N.. 17-0420.12
�plratlon DaW02MV2020
A.
No. SaIGS
m
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
0
10
E�WGR
<�3
,a NTERIM
INTERIOR
(50 INTERLOCK
Es--m. ILJ
—
K:�y
EXTERIOR
lu ixL---
9 8 oluiuiRIO
-�b
ITEM #61 (HEAVY-DUTY
STILE) SHOWN, ITEM #60
Sr�
(STANDARD STILE) ALSO
SSTANDARD ASTRAGAL#67
HEAVY�DUTY ASTRAGAL #68
SWITH
90* OUTSIDE CORNER
906 INSIDE CORNER
62-TRACKSHOWN
APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP
WITH STANDARD STILES #60
EXTERIOR BOX ASTRAGAL SHOWN
HEAVY-DUTY STILES 461
EXTERIOR BOX ASTRAGAL SHOWN
2-TRACK SHOWN
(PSF) ASSOCIATED WITH
STILES,
(BOX -OUT) MAYALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOkIN)
1 'o
101
135'OUTSIDE CORNER
2-TRACKSHOWN
Noll
C�r.�AVM�6
ID aTERIM
N135' INSIDE CORNER
TRACKSHOWN
0 l q ri
o.
PRO D U C 1. tEVIS rO,. M.
as
NOA-No. 17-0420.12
�plrallon D8lq-gvj7/202a
mm
n-l-m-'m T— I I I —sGm JArrsj-�� -22 j—'pGTono I—
C
E# 5ms ji
1
Item POT POT# I Description NOTES:
Dwo-ft 1) ALL ALUMINUM = 6053-T6
w Inn Olmn PANEL SIRIJE
Of into BITIN PANEL STRUE (HEAVY DUTY, 2) ITEMS 4 33-39, 56-59,66,75, 84-09,
62 173V DIM21 121 & 122 ARE NOT USED AND ARE
63 12215 M248 VNYL StREWSIP. -`IHIN (UNISSIDE NTERWO() NOT PART OF THIS APPROVAL.
04 17N 1174 VIL END PAD
15 Ina GUM PREIRLOCKSCREWCOVER, 3) USE OF 012 OR#13 REQUIRES
67 iT329 617329 ASSPAGAL MIN. #10 EMS OR 311W MASONRY
68 17339 OUM9 ANCHORS @ 24- MAX O.C.
69 M24 617324 TOP & 130TIOU RAL
70 IMM 417350 EXTENSION RNJE=N MOWED)
71 1695 71M I-V2'X I- XXV1111311 FIN SEM. OUSTPLUGS
72 aim 78163X WOEM ST. STL ROLUER �.
7-3 81M FBI TANDEM NYWN ROI I Ell ASSY.
74 SILICONE DOWZN. OmIMS5 OR M-TNOO
75 aim 78161 GEMINI MORRICE "LY DUAL LOCK W�LONO TRIM P1,OE
So 71MMFPFX
77 71=39 1U26MEELZINOUNUT
— —FM—T Diver
?a 1-10 BEAD
60 17359 817MO 7116- BEAD/ FWD PANEL CI-P
Of 17360 617M W10' BEAD
DO 1224 (RlRM7X VAYL BULB MATINSHRIMIP
83 61745 1745 U)NME INC, VZ XVJW SOL SEE ADK TAPE, POLYM.
"4'
too (1 4052 ROLLER AM HOLE PLUG
lot 72OW AMOBUMPER
Re
-- uwo T me
102 Tim DUST PLUO
103 aim 781= I- KESHPER
ISM M =101EP SCREEN UOMNES!PER
SO 17M at FWDIPANSEL.C.IP-G-LONG
In 17M 6 01� FIXEDFAISSELREIMER-WI(F
I(T 1739 71739 HANDLE Kli� IRIERIOR RAIDED WITH THURIB 'FURN
108 1740 71740
lop 1731 TBIMN HANDLE K[S- REOESSED INTERIOR INSTH TIIUMB TURNS PRO13UCT REVISED
-Fio- -T7-32 78178 RANDLEKIT-REOESSEDE)DERERFULL as COMP18"T With the Redd.
III 7I0X34PPS[A3K ISOXXVI'll-PICTIEK-S.S. oull4ing . .
112 1235 67SIO MRP,.2mX.l?04lNSEAL 110�- 17-0420.12
113 1712 64008 Aw-xJv0`fNsEA. 13,qp1mlion Date 02JI 712020
114 71=15ppx NIOXI-Ig. --
115 71WPT NIOXI'
lie 72M NM40XI'S.S.
117 TUDKIR NU-20M."S3.
118 Inn DUMB sonEGREEMPNERRECEIVER
119 ISM? 817M?
120 17MO SIJ7mB SIDDEGREEMIDECORRIEFIASIPAG�
In IM2 OJ7W2 FIDEDPAVELRETME11,7V
t
'I,
Vic"
Fim -�ym LIST
5 770ALUM. SGO-WIMPACT if I
oeiggir S 20 - 22 �—IPGTOISO 0 P.E.058705
-TZ�� A.LMN1,1LUMP�
_L
hem
POT
Dwg.#
POT#
Destarlpficm
1
Im
617305
�`BACA HEAR,
2
Inn
Dino
2-1PACK HEAD WISH SCREEN RAL
—
3
0
-Tn—
—
Dino
�,IFAOK —H�u
4
17312
0[7312
�TPACK LEAD
5
7314
6IM14
f1RAMEGcREWMVl!R
—
6
17
-7n—
(StMIT
7
Inu
elm
2TRAM an
a
Inot
Bim
9
inill,
6ln07
��CK SILL
10
into
Oinio
�Mmsu
11
Inl3
SIM13
FRASuESILLMMINSERT
12
IT315
DIMS
FRMME SILL SGREIESN AD"N (SEE NOTE 3)
13
into
[DIMS
FRAME an � ENDABB-cSN (Wtw�o;"
14
Inn
Dino
2-MM "B
15
inu
617=
2-11IN""OVi[IFIGMEENRAII.
18
Inn
Olmos
��CK�B
17
IMII
61mil
�,TFSACK�u
18
Inv
SIM2
SUL MSEII - FLAT. FLUM, 1 -10
19
mi.
017319
OILS. FUSER - BOX FLUSH, I-Ilr
0
-jfmI
DIMS
8LLWER-FLATLONV,2-IM
21
Inis
OIT3IB
a" R� - Box Low, SLIM
v
1730
6173M
G111. RISER - FLAT. MEMM, 3-114-
"
Im
617ml
So. ROOM - BOX MEOURI, 341f
24
Inv
Bim
BILL RISEN - FLAT HIGH. 4-
0
Inm
alnoZO
SILLRISEK - BUK HiGH. 4'
26
In33
Oinn
PO�"OOK
27
70M
67WO
NEOPRENESURBONSTPFORP-HOOK
28
Im
SIM4
PO(o*ETP-HOOK MOUNT
a
Foe
OUZOS
�OKCOVE14
30
In4B
617318
POOKIET "GOK FOR BOXFOER
31
17378
6IT170
135MRNM
u
Inn
u1nill
InFIXEMMOUNT
aMS 40ml
ME SMEEN PMTS:
40
4319
Dims
4-1
—
MWMGSK
3�1114 LOO(SET
42
41618
SCREEN KEEPER SPAMR GET
43
aim
138152
ISCREEN XPERILOOK ADAPTS�R
44
44M
04428
SCREEN DOUBLE INTERLDCl(
45
4317
filvm
SUREENTOPRAIL
45
4318
GIM7
SMENI BOTTOM RASIL
47
SO .
7SRAZ
45
Sas
7SRAS[
STAIMARDRORLER-al.S�
49
43"
DIMS
SCREEN ASTRAGAL
SO
Ine)
Onto
OX]�EENASFSUNGAJ-A[JAPWR
51
ion
aim
SCREENSPLINE-AW
52
1 18N
1 61694 18�81,11SPLISIE-AW
53
1
Malmo l�m
UUURS
.
I Ina
I jarAr.w.
55
1 17A
1 li-X4-XlRW'
SU. BLOCK, NEUPWNE85 -L5
NOC*MWEeOUSSH�.
—JR,
—Iwfw4 r—,1
—
F5.069" —::: 8.562' - - 0.080,
rfT--n 12 , 11. _jrv_�LLJL_ �LLLJAIL i
obal, — (D t 6TRACGK HEAD 4-TRACK SILL
063�T A I 8(6003-TSAL)
L-T
1.211'
2-TRACK HEAD W1 SCREEN TRACK
(6063-TGAL)
80.
;4=4 51
G)3-TRACK SILL
F606-3-TBAL)
-
6221'
I
1
0.080"
FT
�211'
1
1.605.
008l.JTTTn__1
3-TRACK HEAD
2-TRACK SILL WISCREEN TRACK
(6063-T6AL)
(6063-T6 AL)
9.142'
4.411d
0,080"
"T FrFM 1.2 t 11. 14 1.505,
0081'Tro 41 �T6F �
.081" 4 A�_RH�EAI 02-TRACK SILL
(6063-TBAL) (6063-T6 AL)
1514'
70 Of 0. 5 1.51w
EEN
IZ/ADD=ON
(6063�TSAL) (606346AL)
REQUIRES MIN. 010 SMS
OR3/16'MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24' MAX. O.C,
0.�L_T'0.06011
60 It __�f
1.990.
IsFRAME SILL SCREEN
END ADO -ON
(6063-TOAL)
REQUIRES MIN. #10 SMS
OR3/16"MASONRY
ANCHORS @ 24' MAX. D.C.
2-THACK JAMB W1
SCREENTRACK
(13063-TOAL)
83-TRACKJAMB
(6063-T6 AL)
)(TRUSIONS
ERIES 770ALUM, SGD-LM IMPACT
Za. MTS1521 122 T0130
-1 1.30"
15
1872'
0.062':a
1,019"
0.081"
(j�S7CREEN f
STILE
STIL
(6063-T6 AL)
5.069,
1.045.
0.062,
I-J
2-TRACKJAMB
@=SCRE
TOP&
(6UM-T6AL)
(0063-T6 AL)
84-TRACKJAMB
(6063-T6 AL)
1— 0 - 875'
0.06T
e=SC.REEN
So OM RAIL
(6063�TISAL)
PRODUCT RrVJSED
Wide Me Florida
HOW., ad.
Na� 17-0420.12
ftpIralTonDatc,02J17/2020
HL
No. 5870,
A.LYNNI,I�P�.
P.11.0:3105
0.718' 2
2.304
2* 3.802" Ld j---, 0.762' 1 63-j 3 W-Y p
0 0.674- 0.082' M,
0 *080 0.075" g3,-� (LIS102�W
OLF OOK.11OUNTING 0', R BOX
P�' P_rO � f L 0.0804 0
TRACK P-HOOK ADA COVER TK F
6 L
(6053-TO AL) (6063-TOAL) (6063-T6 AL) (6063-TO AL) (6063-T6 AL) R(6:803 —A
.155, 2 30' 1.488. 1739-
D.080* - -1
o.. 30' 1.600 0,062, 1303'
.080, A 0 T — v
1.670. I.MW
1.974- 3.12W 3 n
B2.W— 0064 7
%RT OCK "'TE.RLOCII
L
lJ5'CCRNER 135- FIXED MOUNT STANDARD STILE SHEAVYDUTYSTILE I COVeR
(6063-TGAL) (do�Tb AL) [W(J�Tti AL) 0063 To —�) &A —ER 8:11:11
(6063-T6 AL) (606346AL)
3.979' 3.970"
FTfl I F— 4.125'
1.6 1 45' 0.062' osr I , 050. 1
LIM 1.304-
H
289.
485
A . H045m
".1411 045
40 126- 0281 —
GLAZING LAZMG 8911WGLAZNG
STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL TOPMOTTOM RAIL STED�D(IG.) (9ZSWFLXEo BEAD
(W03-TG Al.) (6003-T6 AL) (6003-TOAL) (6063-T6 AL) FA—NnCLIP (600346AL)
(6063.T6AL)
1003"
0.7,Sr
0 080*
(BFI)XED
PANEL CLIP
�—o
.709'
(6063,.-T6AL)
1 1 U
.550,
-j 0.803
0.709-
&F DANEL
- !��E p
RETAINER 7iW
Haw
(mvirt; AL)
&F ED PANEL
RLETAIMER, GV115-
Me W
(6063-T6AL)
2.893"
F- F— 4' 1 1
1.498' 0.133' 498'
L
S. 21,
90'C RNrR RECEIVER
(OD63-TOAL)
90'OUTSIDE CORNER ASTRAGAIL
(6053-T6 AL)
mn.,W�ml,o
5.621-
0.137
IS 90- INSIDE CORNER ASTRAGAL
(Wu�Tt;AL)
v,;�m I NTS 1 22 - 22 1 PGTO120
PRODUCT REVISED
as compli 111. with th. Mild.
NOA-N. 17-0420.12
W.02M712020
'it 705
SCANNED
BY
't. Lucie County
C 701?
141AMIZADE copy MLAMI-DADE COUNTY
Em PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade�zavlcconoun
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 (AID).
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 A1-U (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the ,
'0�elocity �Huf �-ne.-
DESCRIPTIOf: Series'" 'SGD-770W" Aluminum Slidil Glass Door w / 90* & 1350 corners — L.M.I.
APPROVAL DOCUMENT: Drawmig No. PGTOI -Ovritled "Series 770 Alum. SCTD - LM ImpacC', sheets
1 through 22 of 22, aated-��* �on C dated 04105/17, prepared by manufacturer, signed and
seated by Anthony Lynn Miller, P.E., beaErjag-�Miamii�a&-�n Product Control Revision stamp with
the Notice of Acceptance number - iration date by the a e oun Control Section.
!��Xr Z�U� �ct I
MISSILE IMPACT RAT G: Large and Smal sile Impact Resistant
PC,
LABELING: Each unit sWLbear a permanent label with the manufacturer's iniame or go, city, state,
JpF unless otherwise
ul
model/series, and following statenie �-Qade Cou�ntyProduct �Control�
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 IvEami-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 NOAN 16-0629.06 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.R.
NOA No. 17-0420.12
MLAMMADE CC Expiration Date., February 17,2020
Approval Date: September 28,2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGTO130, titled "Series 770 Alum. SGD — LM Impaef', sheets I
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference 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/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) IFTL-8717, r, TL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & scaled by Idalmis Ortega, P.E.
(Submitted under IVOA No. 16-0629.06)
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 sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted underNOA No. 14-0123.10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzal
(Submitted under NOA No. 09-0826.10) 7
Pr �Jorge M. Plasencia, P.E.
duct ControI Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
ApprovaIDate: September 28,2017
E-1
SCANNED
BY
PGT Industries, Inc. St. Lucie County
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMTrTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through I I of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseall spacer system, Super SpacerO NXTrm spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E.
(Submitted under NOA No. 16-0629.14)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large NEssile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, hic., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105. 01) va to A2
Pro_u_Mauuel'Pe0z_,f.E.
d ct Control *aTiner
NOA No. 18W-30.05
Expiration Date: February 19, 2024
Approva[Date: August23,2018
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVEDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 61h Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miarni-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTINCATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"TrosifoI@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 0 1/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option H exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
1580F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Mauuei-Perqr',T.E
Product Control E#151ner
NOA No. 18IM0.05
Expiration Date: February 19, 2024
ApprovalDate: August23,2018
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATENMNTS
1. Statement letter of conformance to FBC 51 Edition (2014) and FBC 6" Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D, Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105. 01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
70in2O/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBNHTTED
A. DRAWINGS
1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets I
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(II/J174'i
Manuel Pe �/P
Product Control Ex i er
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Unifbrm 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 61h
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 CERTInCATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosffol@ Ultraclear, Clear and Color PV-B 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
"SentryGlas0 (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with 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. OT)HERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 1 011;U� and
expiring on 02/19/19.
Manuel Perez/P.
��Product Control Exa Ci
NOA No. 18-0430.05
Expiration Date: February 19, 2024
ApprovalDate: August23,2018
E-4
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73
77
81
85
89
93
97
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3) FOR ARCHITECTIAM WINDOWS, FIND THE SMALLEST WINDOW SUE IN THE TABLE ABOVE MICH THE OVERALL DIMENSIONS
COMPLETELY FITWTHIN.
Window Design Pressura (W., pen for Glass Type 3
-NI Urn
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73
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7116-UMIMMO
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4
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T F,.R
EA SIDE
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LE DIMENSIONS MAY BE
IENTED VERTICAL�Y OR
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GLASS STACK 7116-LAMINATE
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Window Design Pressure(+/-, 90 for Glass Types 2&4
_onaSids,
etarp(h)
68.713
73
81
85
69
93
97
1 101
10
1 110-V2
1 113
117
121
125
ia
133
137
141
145
31
140
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+1.80
33
+140
4-11D
+1.80
11-M
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.140
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2) FOR SMS NOT SHOWN, ROUND UP TO THE N�AVMLABUE SHORT OR LONG DIMENSION,
3) FOR ARCHITECTURALWINDOWS, FIND THE SMALUESTININDOW SIM IN THE TABLE ABOAfE MICH THE OWRALL DIMENSIONS COMPLETELY FTTWTHIN.
7116- LAMINATED
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TABLE TO DETERMINE THE VANDOWSIZE.
2) FOR SIMS NOTSHOM, MOUND UP TO THE MEXTAWUL.ASLE SHORTOR LONG DIMENSION.
3) FOR ARCHITECPURAL WNDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICH THE OVERI DIMENSIONS
COLIPLETELYFITWITHIN.
TABLE 6
Window Design Prissum (+/�, pad) for Glass Type 7
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2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOM, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICH THE O`VEpFA'L DIMENSIONS
COMPLETELYFITINITHIN
711V LAMINNTED
GLASS STACK
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3116' ANNEALED GLASS
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3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TASI-F ASOVEWHIII THE IVERAI 11MENSIONS COMPLETELY FITWITHIN,
"116-NOM
7116-ILAMINATOD GI -ASS STAC� -r:;� 7116- LAMINAT
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SIDE
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lb 0, 8 WATOF 1 46 z
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FOR GROLITED CMIJAPPLICATIONS.
ALLHEADWIPESAPPLICABI-E.
I 1X NOOD BUCKSTIRP.
INSTALLATION NOTIES,
k
2,k
0
SXE - NO11EZ THIS SHEET
�
C
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOULMEMBEDMENTAND
EDGE DISTANCE LIMITS
CONCRETE PER
MCHOR
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 1X', ME SUCKS MOSE TOTAL
Nweal
Mn. F,
REQUIREMENT
THICKNESS IS LESS THAN 1-1,7. 1X MOD BUCKS ME OPTIONAL IF UNIT CAN
INSTALLATION �__ D'EIIE
TYPE B STANCE
VERTICAL SECTION B-B
BE INSTALLED DIRECTLY TO SOLID CONCRETE. MOD BUCKS DEPICTED AS
- ZK' ARE 1-112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
TYP. ANCHOR TYPE, EMBEDMENT
AUTHORITY HAVING JURISDICTION.
AND EDGE DISTANCE PER
SUBSTRAM, SEE TABJE 8, THIS SHEET
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A
SIZE TO PROVIDE FULL SUPPORT TO THE WNDOW FRAME.
,L IF APPUCABUE. LOIVER DESIGN PRESSURE FROM EITHER WINDOW OR
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DUCK
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IES @ 114M�
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CONCRE71ERDMU
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TYPE H
INSTALLATION
TYPE G
EMBEDMENT
Item
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SHIM
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SMS (G5), SEETABLE
9. THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPEMTE NDA). ALUMINUM, STEEL FRAMING
OR STEEL STUD SEE SUBSTRATE
PROPERTIES, TABLE 9.TIflS SHEET
TIX WOOD MCMIRIP
SEE NOTE 2. THIS SHiET
CONCRETE PER
ANCHOR
REQUIREMENT
INSTALLATION EDGE
TYP5 F DISTANCE TYP
_AND
SUB
VERTICAL SECTION D-D
Ed
SEENOTE2,
TYP.ANCHORTW`E.EMB6DMENTAND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
INSTALLATION
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EDGE
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4
lu VISIBLE LIGHTWIM
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ALLKEADTYPESAPPUCNME-
INSTALI-AnONNOTES
I. USE ONLYANCHORS USTEDONTHISSHEET. FOUOWEMBEDM�TAND
EDGE DISTANCELIMITS.
2. MOD SUCKS DEPICTED ON THIS SHEET AS -Ir, ME BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN ME'. IX MOD BUCKSARE OKIONAIL IF UNIT CAN
BEINSTALLEDDIRECTI.YTOSOUDCONCRETE. MOD BUCKS DEPiCTEDAS
�X' ARE MIT THICK OR GREATER. INSTALI-AnON TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED By OTiERS ORASAPPROVEO BY
AUTHORITY HAVING JURRSDIGHON.
DMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MENIBER SHALL BE OF A SEE
TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
IIIIS SHEET
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER VANDOW OR
MULLION NOA APPLIES TO MOLE SYSTEM.
Material
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NOTE 2. THIS SHEET PRODUCTREVISED
ANCHOR TYPE. EMBEDMENT AND ftihtin'Cod� -
A.;Un. M -OS
GE DISTANCE PER SUBST11i
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EXTERIOR 42� �PEL
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WINDOW BUCK W[DTH
114�
MAX�
HORIZONTAL SECTION E-E
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� TABLE
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2�r
MIAMI DADE APPROVED MULLION (SEE
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OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 1 O.THIS SHEET
21
6 MWOODBUCKSTTUP
OR FRAMING, SEE
NOTE 2. THIS SHEET
—114-MAXSHIM
INSTALLATION
TYPE J EDGEDI I STANCE
Kw I
TYP. ANCHOR TYPE, EMBEDMENT
EMBEDMENT -� \\--AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
VERTICAL SECTION F-F
T.P. F In
wEMBEDMENT
- NOCHANGESTHISS7
MTERIOR
15 — I
Anchor
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319,
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5116,
5-
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51w
0
0.045"(18 Ga) Steel Stud Gr. 33
5116"
51
INSTALLATION NOTES
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS
Z FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL.
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME
3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER
WINDOW OR MULLION NOA APPLIES TO MOLE SYSTEM.
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Mr. F,
Mr. F.
I
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Mkg
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EDGEDIS7ANCE
aWDODBUCKSTRIP
INSTALLATION
TYPE M
TYP. ANCHORTYPE.
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BUCK 4b 11 eTHISSHEU
INSTALLATION
TYPE N
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE FICA), ALUMINUM. STEEL FRAMING
ORSTIBIRLSTI.D.SEESUBSTRATE
PROPERTIES. TABLE I I,THIS SHEET
SEE
NOTE 2.
FIN FRAbIES ME ONLYTO BE USED
INTERLAYERL NOT TO BE U
GLASS TYPPS 5-8. (SG INTEFULAYER).
INSTALLATION
TYPE N
IX MOD SUCKSTRIP, SEE
NOTE 2. THIS SHEET
EDGIEDISTANCEPERSUSSM
SEE TABLE 11. THIS SHEET
VISIBLE LIGHT WD711 -
WNDOWBUCKWDTH-2-W4'
WNDOVVBUCKWIDTH
HORIZONTAL SECTION G-G
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—
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318'
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311,
DOC' (18 GO) -
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1.11, 1
MIN. OF 3 THREADS BEYOND AL SrUCIQ
-
SEE NOTE 2. THIS SHEET
1.111GROUTED CMU" VALUES MY BE USED FOR GROUTED CMU APPLICATIONS.
ALLHEADTYPESAPPUCAMUL
INS17ALLATIONNOTES,
I. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ME BUCKS WHOSE TOTAL THICKNESS IS LESS THAN
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY
1-M.. IX WOOD
CONCRETEJCMU TO LID CONCRETE. MOD BUCKS DEPICTED AS 7X"ARE
PERANCTIOR 14Q� THICK OR GREATER INSTALIATION TO THE SUBSTRATEOF WOOD BUCKS TO BE ENGINEERED BYOTFEN' OFIAS
REQUIREMENT APPROVED BYAUTHORITY HAVING JURISDICTION.
3. FORATTACKMENTTO METAL,. THE STRUCTURAL MEMBER SHAULBE OFA SUTO PROVIDE FULL SUPPORTTOTHE
VERTICAL SECTION H-H WINDOWIFIRAME
4. IFAPPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WNDOW OR MULUON NOAAPPUBS To MOLE SYSTEN.
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No. 51370
TEOF
"I" ONAL I
ALYNNMIL-11ER.P.B.
PEOWT05
Itern
0
PGTPaft#
Description
Material
I
4253C
Flanged Frame
Al.. 6063-T5
2
4265
Equal -leg; Frame
Alum. 6061
3
4256
Integral Fin Frame
Alum. 6063-TS
4
4255
7/16' Lami. Glass Beading
Alum. 6063-TS
5
4254
I.G. Glass Beading
Alum. 6063-TS
6a
4270
Installation Fastener Cover
Alum. 6063-TS
6b
4224
Installation Fastener Cover for Cunxs
RgId PVC
8
4267
17116' Lami. Glass Beading for Curves
Alum. 606345
9
4M
I.G. Beading for Cuives;
Alum. 606345
10
705M
lGasket (at 9V comerjoints)
Polyethylene
11
TP247/8
lVinyt Bulb Weatherstrip
Flex PVC, Duro. 65 1-1
12
61308K
I Foarn Beading Tape
13
Dow 791, 899, 995 Or GE TICO Backbadding
Siliewe
20
71652K
Setting Block. Mono. 3116' x 7116" x 4'
Neoprene, Duro. 85 +1.1
21
71704AK
Setting Blmk, P.O. WIT x 1�3/3Z' XV'
Neoprene. Duro, 85 +/.1
29
76Xl 14FPT)
#6 x 1-1/4" FH SMS (Curwed Beading)
Stainless Steel
30
781PDX
98x 1" Quad PH SMS (Assembly)
Stainless Steel
75
KommedingKodispace4SGTPS
Sea this Sheet for
Materials
76
Quanex Super Spacer rXI
77
Quarnex Duraseal Spacer
78
rdinal )(L Edge Spacer
ALLCORNERSTO
USE GASMFI`
AND/ORSIEAI_ANT
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
90-CORNER
FRAMEASSEMBLY
EXTERIOR
FRAME
062' .0747
1.375j—F I
438' Or 50V 4W
.500. T_--��- Mw_ __T __4�_
(DFLANGIE FRAME @EQUAL -LEG FRWE 077'
G)FIN FRAME
.970' 1.03r
_L—:f F--
875' Ins.
WITLAMI 5 1- 1116- IG GLASS NSTAULATION WIT LAMP I.G� GLASS
BEADING 0 GLASSBEADING BEADING
(DG (D FIASTENIER COWR (D FOR CURVES FOR CUWES
HOT -MELT
SILICONE OML
STRUCTIFRAL
PoLrSO, 1/4' NON S" T N
BUTA.ENE� STRUCIL
DESICCANT SILICONE
"M __
EXT. GLASS 'S'CCANT
_ GLASS
LA. I
*INT. G INT LAE
KODISPACE SUPERSPACER'
76
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ANGUEDICURVE0
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FR4MEASSEMSLY
At,..2�OER2$TO�
USE GASKET
ANDIORSEAI_ANT
EQI.PfikL�G FRAME
MITERED FRAME WTH INTERIOR EXTERIO A
ANOEXTERICRFRAM9%&EWS 1�2
(SHOWN)ORCORNERIKEYSAT
SCREW BOSSES. SEALANT ATALL CORNERS
ALUMINUM DESICCANITIRI.I.
REINFORCMENT POLYISO'111,11,
SEAL N1W-OM.
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0
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FONM STA E
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DDUMSEAO KLEOGE�
SPACER G)SPACER
ASSEMBLY DETAILS
I ROR FIN FRAMES I
90' CORNER
FRAMEASSEMBLY
ANGLEMURVED
FRAME ASSEMBLY
EXTERIOR
�Z:l
EXTERIOR /Z
'ZI MITERED FRAME WTH INTERIOR
SEALANTATAULCORNERS
NO CHANGES TH IS SHE
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..........
No.58705 %
SCANNSI)
13Y
MIAMI. St Lucie CO.,,, C01VtJ9ACr0R CQ0,,_DADE COUNTY
PRODUCT CdNTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc'
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RFR -
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 i i i, 11, 1 1 11 1; i i i i i 11r, i i I i Q-1 iremen plicable building code.
This product is apMproye 'as described he;;"d has been designed to ply with the Florida Building
i2 f s
V
Code, including fly igh Velocity Hurricane Zone.-
Series'TW7720A" Aluminum Fixed Window — L.M.I.
APPROVAL k(CUMENT: Drawing No. MD-7720A.1, titled "Fixed ow Installation Guidelines"
sheets I through 10-of-1-0,_dated 04/12/13, with revision D ared by manufacturer, signe�
and sealed by Anthony Lynn e on 0 Control Revision stamp
c
with the Notice of Acceptance er and expiration date tffih NMEammi- Cc ty Product Control
Section.
X1ISSILE IMPACT TING: t2rge and Small Missile Impact Resistant
LABELING: Each uni shall bear a permanent label with the manufacturees n or logo, city, state,
model/series, and followin atement: "Miami -Dade County Product C:ontr proved", 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 mill 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.
ADVERTISEAMNT: 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.
1NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 17-0614.11 and consists of this page I 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
NOA No. 18-04il).05
Expiration Date: February 19, 2024
ApprovalDate: August23,2018
Page I
MIAMU C01VTJ9ACr017 MIAMI-DADE COUNTY
hamd� CftODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree4 Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) �.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (ARJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described M4 has been com ly with the Florida Building
Code, including the Hi i Hurricane Zone.-
D , E
ESCRIPTION:S ries "SH7700AX'Alliminum Single Hung Window— L.M.I.
APPROVAL DO Hung Install (LM)",
sheets I through I I of 11, dated 04/01/18, prepared by manufacturer, signed and scaled by Anthony Lynn
Miller, P.E., bearing the Miami -Dade Coun Product C at stam with the Notice of
Acceptance number and_�ap 1� � _�,, !Llo ction,
,�e y �the Mia�mi-Dad 0�ltr",
ity _'ontrol"
MISSILE ][MPACTMQEI��TG: Large and Small Missile;:vact =esistan�t
s -name or logo, city, state,
abet �witf7the4�m��
LABELING: Each unit shallib�e
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page I and evidence pages E- I and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
V
NOA No. 18-0430.06
Expiration Date: August 23, 2023
QApprovalDate: Angust23,2018
Page I
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 I
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 05/04/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
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).
,el Z
an
a'i
Product " ontr Exea" ine;
C iner
0
NOA No. - 30.06
Expiration Date: August 23,2023
ApprovaiDate: August23,2018
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
"SentryG]as@ (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6' 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. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez, P.E
G. OTHERS
1. None.
E-2
Manuel er X
ProductControlE a ner
NOA No. 18- 0.06
Expiration Date: August 23,2023
ApprovalDate: August23,2018
1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITHTHIR REQUIREMENTS OF
WE FLORIDA BUILDING CODE. INCLUDING WE HIGH VELOCITY HURRICANE ZONE (HWIZ.
2) SHUTTERSARE NOT REQUIRED MEN USED IN WNDGIORNE DEBRIS REGIONS FOR
INSUI.NTED GLASS INSTALLATIONS ABOVE WIN THE HVHZ, WE OUTBOARD UITE (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 CADE COUNTY
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR �AUJATIONS WERE
SOUTHERN PINE, AST14 C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI
PER ANCHOR TYPE.
4) ALL MOD BUCKS LESS MAN 1-11I!- THICK ME TO BE CONSIDERED 1 X INSTAULAVONS.
IX MOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. MOD
BUCKS DEPICTED AS 21( ME I -IX THICK OR GREATER. IX AND U BUCKS (WHEN USED)
SHALL BE DESIGNED AND SECURED TO PROPERLYTRUNSFER LOADS TO WE STRUCTURE.
WOOD SUCK DESIGN AND INSTALLATION IS WE RESPONSIBILITY OF ME ENGINEER, (EOFU
OR ARCHITECT OF RECORD. (ADR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR
STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT
INSTALLATION ANCHORS SHOULD BE SIEALMD. OVERALL SEALING & PILFERING STRATEGY
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
WE SCOPE OF THESE INSTRUCTIONS.
6) 114' W*(. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE WE PRODUCT IS
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS
7) DESIGN P�SURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER
ASTA El 300.
B. POSRHVIE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE
TESTING AND GLASS PER ASTIM E1300.
C. DESIGN LOADS ME BASED ON ALLOWMILE STRESS DESIGN. MD.
8) WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE WNCLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-ln% STRESS INCREASE
HAS NOT SEEN USED IN WE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR
WAS USED FOR WE EVALUATION OF ANCHORS INTO MOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHAUL MOUTHS REQUIREMENTS OF WE
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 WE AUTHORITY HAVING
JURISDICTON.
FTL 18-7835.1 & I B-7835.2; ELCO ULTRACON NOA; ELCO
.N SPECIFICATION FOR WOOD CONSTRUCTION,
11) APPLICABLE EGRESS REQUJREEM�S TO BE REVIEWED BY BUILDING OFFICIAL.
IGURE X ALLOWABUENSMH CONFIGURATIONS AND SHAPES
WIDTH
WIDTH
WIDTH
TE'p�
T
S2
FORTHATBLOCKSPEFRONITHE
WE
TABLE I ALLOWABLE CLABS TYPES
GI..
Type
Desedglon (Usted from Ealarior to InWflor)
Ole
Table #
1
I/SAN,.090'PVB, 118" AN
2
12
MWIW LIG: va'AN CAP, AIRSPACE, lie AN,.090' PVS, lie AN
2
--?�
lTIWUG: liw Ta CAP. AIRSPACE, l/eAN. M' PVB. 11W AN
3
4
lie HS, .099'WB, 11W HS
5
31I6-AN_M0' PVB, Me AN
4
6
Me LIG: W16-AN CAP, AIRSPACE. 11TAN, MW PVB. be AN
4
7
Me UG: W16' TP CAP. AIRSPACE, 11W AM.CSW "S. 118- AN
4
8
3?l6'AN..DSG`SG,WIeAN
5
9
3/I6-HS..�SG.3IIrHS
5
10
lXlTILG I/FANCAP.ARSPACE.IIWHS,.M'SG,119-M
5
11
Me UG: US' AN CAP. AIRSPACE, 311T AN-09Z SO, Tle AN
5
12
1 WlT UQ: Ile TP CAP, AIRSPACE. 11V HS, 09T SG. Ile HE
5
13
1 WIG- UG� UW TP CAP, AIRS PACE, TIS' AN_0917' SO, We AN
5
14
l3fle UG: We AN CAP, AIRSPACE, lie HS-OW SO. VeHS
5
15
ME' LIG: WlT TP CAP, AIRSPACE. I/W HS_DXF SG. 118" HIS
5-
CODES fSTANDARDS USED
-2017 FLORIM BUILDING CODE (FBC), STH EDITI
:MZ.I 0311�
, p
, ANDS-2015FORWOODCONSTRU
MINUM DESIGN MANUAL,ADMI4?015
A S"
�IiUll , 112
-AISC360-10
I DESIGN PRESSURE RATING
IMPACT RATING
VARIES PER GLASS TYPE,
SEE SH EETS 2-5
LARGE & SMALL MISSILE
IMPACT RESISTANT
"D,SEE
SET 10
C. SEE
'24'e MAIL SUCK WDTH
�1 1116' MM.
SHEET 10 F
01
83.
MAI(.
BUCK
HEIGHT
Oc.
4-11/16-1WO(.
ELEVATION FOR TYP. FIN FRAME SHOWN WITH
EQUAL-LITE CONFIGURATION
USER INSTRUCTIONS
1) DETERMINE WE SITE SPECIFIC, WINDOW OPENINGS DESIGN
PRESSURE REQUIREMENT FROMASCE 7
2) KNOWING YOUR GLAZING OPTION IT/ 'LE )'WN OV�
CONFIGURATION AND SIZE, DETMMINE� Y.'URVIINGOVIS DESIGN
RE UBE FROM TABLES 2-5. 9 MUST EQUAL OR DICEED WE
DESIGN PRESSURE REQUIREMENT FOR WE WINDOW OPENING
OBTAINED IN STEP 1.
3) DETEMINE WE ANCHOR QUANTITY FROM TABLES 6 & 7.
4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION. SHEET 8
FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN
INSTALLATION.
PROCESS FOR ALL, FRAME TYPES (FLAINGE. INTEGRAL FIN OR
EQUAL LEGIBOI
IG- KURARAY SENI INTEFULAYER BY
'URMAY AMERICA INC.
ERLAYER. By
KU TROSIFOLP P/13 INTE
KURARAY AMERICA, INC.
AN-MNIEN-ED
HE = HEAT -STRENGTHENED
TP=TEMPEEED
GENERAL NOTES ... ............. . ... ..........
ELEVATIONS .................... - .... - ............ ..... ..
DESIGN PRESSURES I GI.AZING DETAILS.
24
ANCHOR QUANTITIES ..... .... ... .. -- ..............
S-6
INSTALLATION, FLANGE ............ .-- ..............
7
INSTALLATION, EQUAL LEG .........................
B
INSTALLATION, INTEGRAL FIN .............. .............
9
EXTRUSION PROFILES. .... .......... - ............
10
ASSEMBLY & PARTS UST.. ..................... .... .......
11
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1.
-MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TPTOTIP HVGHIT� ISSIH
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUA.UEGWMDOWS IS: BUCK HEIGHT-411.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP UNDOWS IS: TIP TO TIP HEIGHT-49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806
IWAN
EXTERIOR
1�j
&IWNOM.
GILASS STACK
pm
KIM
GLASS TYPE 2
1XIS'NOM. '
GLASS STACK
+ ( '�/_ 0 C)
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1) TIP To nP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I- FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE NNOM SIZE ",7'UNAV-
2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVALkBUE SIZE M. ANNEALED ""111..
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST AONDCW SIZE IN THE TABLE MCW5 MICH THE RADIUS TOP WNDOW WILL COMPLETELY FIT WTHIN TP-TIUSPERED
4) WNDOWS WTH THE LOW SILL OPTION ARE LIMITED TO A WU(IMUM P0SM`1E DESIGN PRESSURE OF -65 PSF. NEGNITlE DESIGN PRESSURES ME UNAFFECTIDD. "S- HEAT STRENGTHENED A LYNN lal�l
PEA M70
TABLE3:
Bet. sm,
WGivenRae,
seeh He"ft
Reiiia (�
Design
Pirmesture
(ftesi
for
Glass
Type
3
IN16.110M.
GILASS STACK
on"P"D
99,
AIRSPACE
1'r I III- AN GLASS
GLASS I..- G.
31 75
NOM
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-MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS+ TIPTO TIPHEIGHT.49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WWOOM IS: BUCK HEIGHT-48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT .4SNS
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOM IS: BUCK HEIGHT . 48.805
No.58705
I I I) TIP TO TIP DIMENSIONS SHOM. FOR INTEGRAL FIN AND EQUAi WINDOWS, SUBTRACT P MOM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, 7,1,%)�Ni
2) FOR SIZES NOT SHOWN1, ROUND UP TO THE ffl� AVAILABLE SIZE, AN= ANNEALED 11,111
3) FOR RADIUS TOP WINDOM, FIND THE SMALLEST WINDOW SIZE IN TH E TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WTHIN, IP- TEMPERED
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MMIMUM Mi DESIGN PRESSURE OF -65 PSF. NEGATINS DESIGN PRESSURES ARE UNAFFECTED. H�- HEAT STRENGTHENED A LYNN MILLER, P E.
PE,# 58705 11
TABLE4
Design Pressure (lbsffe) for Glass Types 4.7
"ose" a.,
b'G.RaSo
S.h Helgh
Russ
MPT.TP
widt,
W
EqM4.
124M
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401
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..
31'
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129s4-I&9S3
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45
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7657
0
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GLASSSTALK
HS GLASS
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7176' NOM.
GLASS STACK
L-WIS-AN GLASS
lNlVNOM+
GLASS STAIIK
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GLASSSTACK
P-09w P,,K
>IATANGLASS
TABLES
D
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for Glass Typ
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ae,u"T".
W G.. Ral,
Sau� am
large In)
To
Tpllp
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1124M-14130
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410.0
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24904
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20,104-U.130
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30.994 - 114+130
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42�454
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410,0
W I
Ceases" I
38.131-4Z483
I.-
. I.- - So 1.
- MINIMUM SASH HEIGHT FOR FLANGED WINDOM IS: TIP TO TIP HEIGHT - 49.391
=M NIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WNDOWS IS: BUCK HEIGHT - 48.391
IMUM 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: BUCK HEIGHT - 48.806
W�� *O�5G G�L:S
LA
3"8'A'G
'.. No.
o' G-S IT
GLASS �P' S
lYIVNOW
GILASSSTAJCK
Mg.
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5G
6 H 0_5
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AIRSPACIE:
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18
M�
0
SITE
ME
la/16-NOM. 13116- NOM.
GLASS STACK CILASS STACK
020- SO
AIRSPACE AI*RSPACE
TIVANGILAS liar HS GLASS
31 11, 31 74
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go.
(Go- In- WIN. Be" In'NOM.
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NO. 58705
< �SATIR
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S E OF
0, �4,4
A/
I)TIP To TIP DIMENSIONS SHOWN. FOR JNTIEGRAI_ FIN AND EQUAL -LEG WINDOM, SUB1`RAGT I- FROMTHETIP TO TIP DIMENSION IN THE TABLETO DETERMINE THEWNDOWSIZE. ,I,
2) FOR SIMS NOT SHOWN, ROUND UP TO THE NEXT AVAII-ABLE SEE. AN= ANNEAUED
3) FOR RADIUS TOP WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOiIE MICH THE RADIUS TOP WNDOW WILL comPluETELY FIT WITHIN. TP= TEMPERED IF
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITME DESIGN PRESSURE OF.65 PSF. MEGATTIE DESIGN PRESSURES ARE UNAFFECTED. HS-H�TSTIRENGTHENED ALY11MMUET, I,
I PEV58 � I
TABLES,
Anchor�anfities Requlmd Nr
'Thro.gh-Frann.-Iia tattation
..In4 BE... Tvpes 1-7
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IF
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8.1— Sue,
See. 0.
W , RN,is
GI.
Same Herehe
RAI (11n)
<
E�N,le
U.I.
2
1 1
2 1
1 2
1 1
1 2 2
1 2
2
12 1
2 2
11 2
12
1 2 2
Eque-Ide
ISI
1 2
1 1
2 1
1 2
1 1
2 2
1 2
2 1
2
2 2
1 2
2
1 2 2
31'
Slanearel Pwivem
lZFM !$.M
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2
2 2
2
2 2
2 2
3
2 2 2
S..,
114se ULM
2 2
1 2
2 1
2
2
2 2
2
2 2
2 2
2
2 2 2
Eeue�ffle
ISSU
2 2
1 2
2 1
2 2
1 2
2 2
2
2
2 2
2 2
2 2
2
2 2 2
Standand PW�
15.944 19.651
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2 2
..r
Custoin Sete
15.131-15.m3
2 2
1 2
2
2
11111
2
2 j
2
2 2
2 2
2
2
2 2 2
Cusuen Sue
14. 131 - %51 SO
2 2
1 2
_I
2 1
2 2
1 2
2 2
_j
2 2
2
2 2
u
2 2
2 2
2
2
2
2 2 2
S,,u,em
lZ464 � l4i 130
2 2
1 2
2 11
2
1 2
21 2
2 2
2
2 2
2 2
2
2 2
2
2
2
2 2 2
Equal4d,
22 964
1 2
1 2
2 1 1
2
1 2
21 2
2
2 2
2 2
2 2
2
2
2
2 2 i
Cusfioe� S�
M 131 - MM
2 2
1 2
2 1
2 2
1 2
21 2
2 2
2 2
2
2 2
2 2
2
2
2
2 2 2
P�
1 &5m MISS
1
2
2 2
1 2
21 2
2 2
2 2
2 2
2 2
2
2
2
2 p 21 2
IF
C�alonn Sus
IS. 131 - 18,593
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2
2
2 2 2
Ctme— Size
1 x 131 = 18130
2 2
1 21
2 1
2 2
11
2 2
2 2
2 2
2 2
2 1 212
2
21 2 2
C�mlue Size
14.131 - 15.130
2 2
2
u 1
2 2
1 2
2 2
2 2
1 2
2
2 2
,%oe,rmlFZ%
12.464 -14.130
3 2
3 2
1 A
2,
2
-1
2 2
.11
3 2
2
3 2 2
(_Eq.MI._)
24jSS4
2 2
2
1
2
2
2 2
2
2 2
2 2
2 12
2
2
2
2 2 2
C.,*VV.
22.131 - M�M
2 2
11
2 2
2 2
2 2
2 2
_2
2 2
2
212
— —
2 2 2
p2e*
21 IN - M130
2 2
1 2
2 1
2
1 2
2 2
2 2
2 2
1 2 2
2 2
2
2
- 2 �
C--
IT
�steez,b,v
..I. N..
IS 131 - .1.
2 2
1 2
2 ,
z 2
j
13
j 2
2 2
2 7
t 2 2
2 2
2
2
2 2 2
2
r Quft-S.
le+131 = lavi.
3 2
1 3
2 1
3 2
_I
1
2 2
3 2
2 3
2 Z
3
2
3
Oul. Blue
14.131 - 16.130
3 2
1 3
2 1
3 2
I
1 3
I L
2 2
i 2
1
2
2 2
3 2
2
2
3 2 2
S
5
Sest
IZIS4 - 14 130
3 2
1 3
2 . 1
3 2
1 3
2 2
3 2
.1
2 3
2 2
3 2
2
2
1
3 2 2
DquaNda
25 M
2 2
1 2
2 1 1
2 2
1 2
2
,
2
2 2 2
Qustoffl Size
24.131 - 25176
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2
2
2 2 1
S42� Piview
20i844 � 24ri X
2 2
1 2
2 1
2 2
1 2
2 2
2
1 2
2 2
2 2
2
T 2 2
Cm. Sea—
20.131-20IU3
2 2
1 2
2 1
2
2
1 2
21 2
2 2
2 2
2. 2
2 2
2
7 7 —2
OauiIi .�.
18.131-21130
3 2
1 3
21 1
3 2
1 3
2 2
3 2
2 3
z 1 2
3 2
2
3 2 2
CMure Sao
1&131 � 1&130
j
1 3
21 1
2
2
1 31
21 2
3 2
2 3
2 2
S 1
1 L 2
Cutore Size
14.13% - 16,130
.1
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 S
2 2
3 2
.1
2
3 2 2
,MVM��
IZ464 - 14 130
3 2
ill
x j
2
1 31
21 2
3 2
2 3
2 2
3 2
2
3 2 2
I Epel-I.2
3'r964
2 3
f 2
3 111
3
3
1 21
31 2
2 3
2 2
3 2
2 3
2
2 3 2
- -
2&131-31.963
3 3
11
3
3
1 3
3 2
? 3
2 3
. H
2
3 3 2
51buNed PleVb�
25.794 - ZSr130
3 2
1 3
2 1
3 2
z
1 3
2 7
3 2
2 3
-H
2 2
_I
3 2
2
3 3 2
Cat,ee Su.
-. Ul - 21793
3 2
1 3
2 1
2
3 2
1 3
2 2
3 2
2 3
2 2
3 2
2
3 2 2
CJstw Size
22.131 .24.130
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 3
2 2
3 2
2
3 2 2
Cust.0 Size
20rI3' M13D
3 2
1 3
2 1
3 2
t 3
2 2
3 2
2 3
2 2
3 2
2
3 2 2
�Iubr, Sao
18.131 - MIM
3 2
1 3
2 1
3 2
% 3
2 2
3 2
2 3
2 2
2
3 2 2
cublee, size
1 Sm131 � MASS
1
3 2
2
1 3
2 2
3 2
2 3
2 2
2
3 2 2
Sweet
13 IN' - 16,130
.1 .1
4 2
_L
1 4
.L
2 1
4 .
1 4
2 2
1 2
2 4
2 2
4 2
2 1
2 2
EqI
35464
3 3
1 3
3 1
3 3
1 3
3 2
31 3 1
21 3 1
31 2
3 3
2
3 3 2
Cull. S��e
35.131 36.463
3 3
1 3
3 1
3 3
1 3
3 2
3 3
2 3
3 2
3 3
2 3
3 2
C01M Size
346131 Wri 30
3
3
7 —3
3 2
3 3
3
3 21
3 1 31
21
3 1 3 1 2
7W
Seelidebid P�—
zOS94 MASS
3
3
7
3
—3 .
3
3 2
3 3
2
Cluumn Size
304131 30 993
3
3 2
3 3
2 J,
u
_2
3 2
3 3
2 3
3 2
Sao
25,131 - SO 130
3
3
1
3 2
3 3
2 3
2
3 3
2 3
3 2
SWIM
miuo � 28,30
i
2
1 4
2 2
4 2
2 4
2
4 2
2 4
3 2
42rI64
3
1
1 3
4 2
3
2 3
2
1.
3
1 2
W
�ub- Size
W. 131 - Q 463
3
4
1 3
4 2
3 4
2 3
2
.1
3 4
.1
2
BeI P��
Se 0
W '3�
4
4
2
M:N:MUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49,391
M N MUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391
M N
,�N:MUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TP TO TIP HEIGHT -49JBW
MUM BASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOM IS: BUCK HEIGHT - 48.806
BLE 6B
GI..
Type.
WwdpUon (Listed ften Ext,nor W Intedor)
115-AN,.M' PVB, VW AN
1w
1XIF UG: 11W AN CAP. AIRSPACE, US' AN_09T PVB, Ur AN
��
1311V W 11T TP CAP, AIRSPACE. VW AN_� PVB, 11T AN
4
VB' HS,DW' PVB. l/&' HS
5
31l6'AN,C9(YPVB, 31UT AN
e
1311U'LIG: 3116-ANCAP, AIRSPACE, VVAN,.� PV8 VIFAN
7
1311W LIG: 3116' V CAP, AIRSPACE, 11W AN-111 PIG �111- A
IN
1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS
SUBTRACT I- FROM WE TIP TO TIP DIMENSION IN THE TA131-E TO DETEfMIINE THE
WINDOWSIZE.
2) FOR SIZES NOT SHOM, ROUND UP TO THE NEXT AVAII-ABUE SIZE
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WNDOW SUM IN THE TABLE ABOVE
MICH THE RADIUS TOP WINI COMPLETELY FITWITHIN.
4)WNDOWSW[THTHEUOWSTLLOPTONAR5 LIMITEDTOAMA)(MUM POlilTIlJEDESIGN
PRESSURE OF.65 PSF. NEGATIVE DESIGN PRESSURES AREUNAI
ULI
>
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0
ow
0
Z
W
C,
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W"
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IV LYNAI
INS. 58705
A OF /w
OF
'ZORIDI'
. .........
TA!M.E 7
Anchor Quantities Required for
-T!Irough�ranre' In tollatfor,
..I.. WIS. W. 845
T.F.T.,.M
ir
2Y
3r
3r
41-
4V I
�IIW
�b
'. o, 4
aw�o
t
I
janflo
jaft
Jano
b I
".b
BWI� 84
Doaom"i.n
Ia
1 ScahHMPI
- '.
24-
EWta
12 464
1 2
1 11
2 1
1 121
1 11
1 2 2
1 121
2 1
2 2
1
"arH.
W.
1 2
1 1
1 2 1 1
1 21
1 1 1
1 2 2
1 1 21
2 1
2 2
1 2
2
1 2 2
3V
Snoalon P�M
I2M - 1&1111
2 2
1 1
21 1
2 21
1 1 21
2 2
2 21
2 2
2 1
11
i
I I I
shanolt
12 464 - 12.%3
2 2
1 2
21 1
2 21
1 1 21
2 2
2 21
2 2
2 2
2 2
2
2 2 2
Eqamam
19 652
7 2
1 2
21 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
—2 —2 7
smaaan P.;w
15 944 � toW
2 2
1 2
21 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 -1
—2 T
M�v
CIatcan So.
15. 131 - 15.943
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2 2
Cana. So.
14 131 - IS. 111
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2 2
slaft.t
114U - 14.13D
2 2
1 L
1
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2 2
Ecran-Ute
MIKA
2 2
.L
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 3
2
2 3 2
Coo. a.
20 131 � �953
a 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 1
2
2 3
'Loaaaf 'aL
1&5% - M130
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 3 2
.r
�. a.
1& 131 � 1 &��93
2 2
1 2
2 1
2 2
1 2
2 2
2 2
21 21
2 1 2121
2
1 2121
213
Con.. Sao
15.131 - 18.130
2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2 3
C-t— a._
l4mI3I a !Sm!30
1
11 .
a
2
2 2
2 1
2
2
2 1 1
Sh.d.at
12 451 - 14.130
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 3
2 2
3 2
2
3 2 3
Eq�Wds
24 964
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
3 2
2 1
2
2 3 2
C... Sao
n 131 - 24rM
2 2
1 1
1
2 2
1 2
2 2
2 2
2 2
3 2
2 3
2
2 3 2
Staximal Pama�
20.1% 22. 130
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 3
2
2 3 3,
4V
Cuslan Sao
1&131 M 193
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 3 3
�tan Size
16 131 - 18 13D
3 2
1 3
1 21 1
3 2
1 3
2 2
. 2
2 3
2 2
3
I
Cmtm Sao
14 131 - 10�130
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2
2 3
2 2
3 2
3
3 2 3
S..t
12.� - 14.132
3 2
1 3
2 1 1
3. 2
1
2 2
_I
3 2
.1 .1
2 3
.1 _j
2 2
3 2
3
3 2 3
Equal4i.
IS,777
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
3 2
2 3
2
2 3 2
L
Car. Sao
24 137-25nB
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
3 2
2 3
2
2 3 2
2
SaIrdsol PvAeo,
M844 - U.1 3D
2 2
1 2
2 1
2 2
1 2
2 2,2
2
2. 2.
3. 2
2 3
2
2 —a —3
A.
C�atcno Sao
20.131 - 20.a43
2 2
1 2
2 1
2 2
1 1 2
2 212
2
212
1 21 2
2 2
1
2 3 3
(ks. Size—
!Sq 131 � Wml3D
j
I .
2 1
1 2
1 3
2 2
3 2
2 3
2 2
3 2
2
3 3 3
�Wwo Sao
16. W - 18A30
.1
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 3
2 2
. 2
.
7-2 T
Caolm Sme_
14.131 - 16.130
2 2
1 3
2 1
3 2
1 3
2 21
3 21
213
2111
3 2
3
3 2 3
soodamt
12.4S4 - 14 130
3 2
1 13
2 1
3 2
1 3
2 2
3 . 21
2 3
21 2
3 2
3
3 2 3
Ela.14.
31954
2 3
1 12
3 1
2 3
1 2
3 2
2 3
2 2
3 2
, 2 3
, 2 ,
2 , 4, 3,
CuaaXm Soo
28.131 - 31 M
3 3
1 13
3 1
3 3
1 3
3 3
2 3
3 2
3
3 3
3
3
3 4 3
3 4 3
Storoard P��
25.794 - MASS
3 2
1 1 3
2 1
3 2
11111
2
1 3
2
2
3 3
3 3
3
3 3 3
Custm Sas
24.131 - 25.70
3 2
1 131
2 1
..........
1 3
2 2
3 3
2 3
3 2
3
3 3
3
3 3 3
SI'
Ojm1cm Sao
M 131 m 244 130
3 2
1 3
1 2 1
3 2
1 3
2 2
3 2
2 3
3 2
3
3 3
3
3 3 3
Castm Stoe—
2D.131 �21130
2
1 3
2 1
3 2
1 3
2 2
1 2
2 3
2 2
3 3
1
3 3 3
�tan So.
Ia. 131 - M, 130
.1
3 2
1 3
2 111
3 2
1 3
21 2
3 2
2 3
2 2
3 2
3
4 3 3
�tm Sao—
Wal - Ia. 130
3 2
1 3
2 1
3 2
1 3
21 2
3 2
2 3
2 2
4 2
3
4 2 3
shonat
T, 'w I.
_Z 2
1 4
2 1
4 2
1 4
21 2
4 2
2 4
2 2
4 2
4 2 3
E1.1-fte
SIAM
1
3 3
1 3
3 2
3 3
2 3
4 2
1 4
3
3 4 3
Custm Sao
36.131 . IS 463
3 3
1 3
3 1
3 3
1 3
3 2
3 3
2 3
4 2
3 4
3
3 4 3
Canon Soo
344131 - SoI30
3 3
1 3
3 1
3 3
1
3
4 2
3 4
3
3 4 3
Te
Stvaaol Pomew
30,994 34 130
3 3
1 3
3 1
1
3
3 2
3 4
3
4 4 3
SO
30. 111 M,03
3 1
1 3
3 1
1
3
3 2
4 3
3
4 4 3
Ske
28,131-30.130
3 3
1 3
3 1
1
2
2 �2
:T
7
- 3
3
4 4 3
S=t
WAW - 2SIW
4 2
1 4
2 1
—1
7 3
3
4 3 3
Ec,z.�W
QAM
3 4
1 3
4 1
1
4 2
T 4
3
313
W
F�C= A�8. 1
-131 -4Z411
1 4
1 3
4 1
1
. 2
7 4
3
4 5 3
I
Sta�P�oo
t.==
P
I4194-m.jj577
1 4
3 1
1
4 2
4
3
4 4 .
-M= 'MSA HHE�GHTF RF�NGEDWIND�IS:TIPTOTIPHEiG�-49.391
M:NMUu SA�SH HE GHT FOR INTEGRAL FIN AND EQUAL LEG WNDO141S IS: SUCK HEIGHT - 48.391
MINMUM SASH HEIGHT FOR FLANGED. RADIUS TOPWNDOWS IS: TIP TO TIP HEIGW-49 M
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOM IS: BUCK HEIGHT. 48 M
TABLE 7&
Glass
Typo
DewdpUon (Ustad from Extarior to Interior)
8
WIT AN. .090� SO. NIS" AN
9
3116` HS..D� SO. WIV' HE
10
13/16- LIG:
Iffl-
AN CAP, AIRSPACE, 11T HS, .090' SO. 1/8' HE
11
13116" L(G:
116-
AN CAP, AIRSPACE, Y16" AN, 099'SG, &IT AN
12
IT16- LID: 1W TP CAP, AIRSPACE, 1/8' HS, OW SO. VT HS
13
13116' LIG: 116- TP CAP. AIRSPACE, Wlr AN, .� SO. WW AN
14
IWlr UG: WIV AN CAP, AIRSPACE. 1/8' HS_� SO, VW HE
15
IW16"l-G:WlVWCAP.ARSPACE. 1IWHS..0WSG.IWHS
1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAI-LEG WNDCIVS.
SUBTRACT 1 - FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DEIEFMAINE THE
WINDOWSIM.
2) FOR SIZES NOT SHOM, ROUND UP TO THE NEKTAVAILABLE SIZE,
3) FOR RADIUS TOP MINDOWS. FIND THE SMALLEST WNDOIN SME IN THE TABLE ABOliE
MICH THE RADIUS TOP WNDOWWLL COMPLETELY FIT WININ
4) WNDOWS WITH THE LOW SULl. OMON ARE LIMITED TO A MAIGMIUM POSITI)VE DESIGN
PRESSURE OF -65 PIP. NEGATRE DESIGN PRESSURES ARE UNAFFECTED.
ul
>
m
0 t.
9
0
,
0
—
0 iF
0
0
0
z
W,
LLj
S-0
0 ILI
2�
Wz
So
0
w
a
W
0,
?=
P
0.
z
0
�zw
INSTALLATION
OPTION 1
ANCHOREDTHROUGH
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOM 2. "IS SHEET.
TIP
TO
TIP
HEIGHT
T—Cl
FIXED
VISIBLE
LIGHT
HEIGHT
EXTERIOR
I -WEEP
NOTCH AT
EACH END
NO ANCHORS
REQUIRED IN
FILANGEOR
EQUa-UEG
FIFUME SIUS
SASH
VISIBLE
LIGHT
HEIGHT
T
EMBED.
MENT EDGE
11 DISTANCE
NLAX SHIM
SEETABLE
NOTER, FOR_/
HEADTYPE
TYP.ANCHORTYM.
EMMDMENTAND
EDGE DISTANCE PER
SUBSTRUIMSEE
TABLE S.
DISTANCE PER SUBSTRAM.
SESTASUES
ER 1
Us' E.
SWEEP LATCH @
MIDSPAN OR 2
BOTTOM LOOKS
OPTIONALHI-FUSE
SILLSHOWN.SEE
SHEET 10 FOR
STANDARD SILL,
IWMAX.
FSHIM
VERTICAL SECTION B-B
INSTALLATION OPTION 2
ANCHORED THROUGH MAINE
DIRECTLY INTO CONCRETECMU.
- EMBEDMENT
114"MMSHIM
FRED VISIBLE
LIGHTWIDTH
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX
BUCKSTRIP INTO CONCRETEACMU.
SEE NOTE 2. THIS SHEET.
1/4-MMSHIM
SASH VISIBLE
UGHTVADTH
11PTOTUPWIDTH —
�RIOR HORIZONTAL SECTION A -A
r7Z22�27 DADEAPPROVEDMUMON MC
OR STEEL STUD. MY BE VERTICAL OR
HORIZONTAL. SEE SUBSTRATE
PROPERTIES. TABLE 8.
INSTALLATION
OPTION 4
MCHORED THROUGH
FRAME INTO METAL
Anchor
Substrate
MR. Elge
MR. Ennined. 'Al
Distance
P.1 Southern Pine (SG-0.55)
9/16'
1-3f8l
*12SLel
18-8 410
Alutrunurn, 6063-T5 Rin.
3/8"
0.063"
or
SS Screw
A36 Steel
3/9'
0.063,
Steel Stud, Gr. 33 Rin.
318"
0.045- (18 Go)
'-,cncrele (inin. 3.35 ksi)
1.
1-314"
CreaFlex
Unjouted CNIU, (ASTM C-90)
2-1/2�
1-1w
=�
Pl. Southern RIX, (SG=0.55)
1.
1-3/8"
Concrete (nin. 2.85 kst)
1.
1-318"
1/,V'Steel
Macon
CMU (ASTM C SO)
2-1/2'
I-iff
�UnTroul.ed
p So are Rn. (SG=O 55)
1"
I-ans.
U�J I MR�U� 84YONO THE METAL SUESTIRAM.
8) USE ONLY Fl-ATHENDANCHORS IN �IAMSS. PAWHEX59LAT HEAOTYPE IS
ALLOWABLE FOR ANCHORS IN WE HEAD
" -- RED CMU'VALUES MAY BE USED FOR GROUTEDCMUAPPUCAIRONS.
ElklOEDIVENT
-T
EDGE
DISTANCE
SUBSTRATE SEE
TABLE&
VISIBLE LIGHT FORMULAS
(SHOWN FOR HI -RISE SILL; SEE
SHEET 9 FOR STANDARD SILL)
WIDTH
@ SASH & FIXED LIM: TIP TO TIP WIDTH .5.12-
HEIGHT(EQUM-4-ITE)
TIP TO TIP HEIGHTQ - 3.7r
HEIGHT(PROVIEW)
@FIXED UTE: TIP TO TIP HEIGHTIQ . 338'
QSASH: TIP TO TIP HEIGHT7,2 - 1 ISY
HEIGHT (CUSTOM SASH)
@FIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT - 3.55
@SASH: SASH HEIGHT - 4.60'
1) USE ONLY SUBSTRAM-APPROPRIXTE ANCHORS LISTED ON
TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF
THEWINDOW
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS MR TABLE
S. ALL MOD BUCKS LESS THAN 1-1)2' THICKARE TO BE
CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ME OMONIN.
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2K ME I-U7 THICK OR GIREAMFL IX AND a BUCKS
CNHEN USED) SMALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. MOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBIM OF THE ENGINEER OR
ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED MOM SENDING TO BEADING
ILI
0
0
I,
0
0
Z
W,
z
— Lu — 2
50 6 0,
-7'r-
w 2 . t
-.0
w
2i
z-
z
m
0
S!
0
36
Z
A,
N0.58705
INSTALLATION
OPTION 1
ANCHOREDITHROUGH
FRAMEINTO2XWOOD
FRAMEORBUCKSTRIP,
SEENOTE2,THISSHEET.
0�
F-C,
FIXED
VISIBLE
LIGHT
HEIGHT
8-\
BUCK
HEIGHT
SASH
VISIBLE
LIGHT
HE!GHT
EXTERIOR
<�j
I -WEEP
NOTCHAT
EACH END
INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHOREDTHROUGH FRAME ANCHORED THROUGH FRAMEAND 1X
DIRECTLY IWO CONCRETE(CMU. BUGKSIRIP IWO CONCRETEICMU.
SEE NOTE 2, THIS SHEET. EMBEDMENT
EMBEDMENT
EMBED- 114- MAX SHIM SH VISIRI 114'MAX SH
SA
U.HT..TN EDGE
T EDGE
C7 DISTANCE DISTANCE
M q im
AX H I
FREDVISIBLE
UGHTWIDTH
SEE TABLE
NOTE B. FOR
71�
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE L 31 R@
BUCKWDTH
TYP.ANCHORTYPE, EXTERIOR HORIZONTAL SECTION A -A
EMBEDMENTANDEDGE
DISTANCE PER SUBSTRATE.
SEE TABLE a.
4 55 114' MAX. SHIM
DADE APPROVED MULLION, FEC
OMPUANTALUMINUIWSTEELFRJWING
ER 1 OR STEEL STUD. My BE VERTICAL OR
SWEEP LATCH a HORIZONTAL� SEE SUBSTRATE
MiDSPAN OR 2 PROPERTIES, TABLE 8,
BOTTOM LOCKS
INSTALLATION
EQUAL OPTION 4
UEGaOX ANCHORED THROUGH
FRAME FRAME INTO METAL
SHOWN
99- X) — -1 w
OPTONN.MRISE
SILL SHOWN. SEE
SHEET 10 MR
STANDARD SILL
NOMCHORS
REQUIMD IN
FILANGEOR
EQUAL�EG
FRAMESILLS
VERTICAL SECTION B-B.
Anchor
Substrate
Min. Edge
Min. Embedwnt
E)Istance
P.T. Southern Pine (SG-0.55)
9116"
1-319'
912 Steel
IM
AJurrinun% 6063-TS gin.
30
0my
or 410
SS Sarm
A36 Steel
318"
0.063"
Steel Stud, Gr. 33 rrin.
3f8'
0.045- (18 Ga)
Concrete (nnin. 3.35 ks!)
1.
I-3W
1/4" 410 SS
CreteFlex
Ungrouled CMU, (ASTM C-90)
2-112'
1-114"
P.T. Southem Pine (SG=0.55)
1.
1-31811,
1 CE eZ=90)
1 X'Steel
UVmcon
UnT.uZLC
2-1/2"
I
P.T. Southern Pine (SG-0.55)
1.
1-30
B) USE ONLY FLATHEAD ANCHORS IN JAMES. TYPE IS
ALLOWABLE FORANCHORS NTHEHGNO.
Q -UNGROUTED CMU- VALUES MY BE USED FOR GROUTED CMUAPPUCATIONS.
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE. SEE
TAM&
VISIBLE LIGHT FORMULAS:
(SHOWN FOR HI -RISE 31� SEE
SHEET 9 FOR STANDARD BILL)
WDTH
@ SASH & MED LRE: BUCKWOW - 4.1 r
HEIGHT (EQUAL-LITE)
BUCK HEIGHTQ - 3 2Y
HEIGHTPROVIEVn
QFMED LITE: BUCK HEIGWR . 4 20
@SASH: BUCK HEIGHT12-11.43�
HEIGHT (CUSTOM SASH)
@FIXED LITE: BUCK HEIGHT � SASH HEIGHT - 2.55-
@SASH: SASH HEIGHT - 4 60-
1) USE ONLY SUBSTRATEAPPROPRMTE ANCHORS LISTED ON
TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MY
INSTALI-ATION OPTION SHOWN MY BE USED ON ANY SIDE OF
THEWINDOW.
2) MASONRY ANCHORS MY BE USED IWO MOD AS PER TABLE
B. ALL MOD BUCK$ LESS THAN I -I� THICKARE TO BE
CONSIDERED IX INSTALLATIONS. 1X WOOD SUCKS ME O"ONAL
IF UNM IS INSTALLED DIRECTLY TO SUBSTRATE. MOD BUCKS
DEPICTED AS U ME 1-1Q' THICK OR GREATER. IX AND M BUCKS
(WHEN USED) SHA-I. BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. MOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIENUTY OF THE ENGINEER OR
ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM SENDING TO BEADING,
0
0
C)
0
z
0
z
W
C,
C,
LLF
U)
It
�za 0
z
D
Z
0
0
W
U?
�11-5
z
x
<
N
-.58705
Ir
P4
.... ......
BUCK
HEIGHT
TYP.ANCHOI
EMBEDMENT AND EDGE
�— EMBEDMENT
:E�� EDGE
DISTANCE
EDGE
DISTANCE
STMDARD SILL
SHOM.Sm
PREVIOUS SHEET
FOROPTIONAL
HI-RISESIU-
VERTICAL SECTION D-D
EDGE
DISTANCE
1/4' MAX SHIM
SASHVISIBLE JCl
UGHTWDTH
— BUCKWDTH —
HORIZONTAL SECTION C-C
DADEAPPROWDMUWON,FBC
—COMPLIAITTALUMINUMISTEELFRAMING
ORSISELSTUD.MAYBEVIDIRTCAI-OR
HORIZONTAL. SEE SUBSTRATE
PROPERTIES. TABLE 9.
#1 B OR #12 STEEL
/—SELF-DRILLING
SMS (Go). SEE TABLE 9.
INSTALLATION
OPTION 7
ANCHOREDTHROUGH
INTEGRAL FIN INTO METAL
Anchor
Substrate
Min. Edge
Distance
Min.
Embedmeni
2-1/2'x.113- Box Nall
P.T. Southern Pine (SG=0.55)
5,161
2.438
2-1f2'x.131'C..o. Net
P.T. Southern Pine (SG=0.65)
318'
2.<18
2-IW x .145' Roaling Nail
P.T. Southern Pine (SG=0.55)
Wr
2.438
2-112'x.145" Rooting Nail
P.T. Southern Pine (SG=0.55)
2.436
P.T. Southern Fees (SG=0.55)
1/2'
1,375
N10 Steel Tm..hE.d S.r.. or
412 Steel. 18-8 ci-410 SS
Sew
0.125" Aluminum, 063J5 min,
silo"
0.125
DwMO* A36 Steel
&16H
0.05
0.0,[F (18 Go) Steel Stul, Gr. 33 min.
SfIT
0045
EMBEDMENT
I
TYR ANC
EMBEDMENT
DISTANCE PER SUBSI
SHEETS 7 OR 8 FOR HI-RIS15 SILL)
WIDTH
@ SASH & FIXED LITE: BUCK VAOTH -4AT
HEIGHT(EQUAL-WE,
BLJCKHEIGHTO�3.2r
— ....... —11FIVI
@FIXED LITE: BUCK HEIGHTQ - 4.28-
@SASH: BUCK HEIGHT12 - IIAT'
HEIGHT (CUSTOM SASHI
@FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2s5'
@SASH: BASH HEIGHT - 4W
2101L�,
1) USE ONLY SUBSTRATEAPPROPRINIE
ANCHORS LISTED ON TABLE 9. FOLILM
EMBEDMENTAND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOVIN MAY BE USED
ON MY SIDE OF THE WNOOV1.
2) VISIBLE LIGHT WDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING) IS
MEASURED FROM BEADING TO BEADING,
�-- 4X62" 1.125' 2AW
-f Di 2.1121, 062. 1
QS' 1.489" rlu. 27'
FLANGE FRAME HEAD INTEGRAL FIN FRAAIE
HEAD (D EQUAL LEG FRAME HEAD
F 279a
IL_
(D FLANGE FRAME SILL
2,798' 2,798"
2,841- 44W 1[2 1� I
062- 062-
--T
lj�
I (D EQUAL LEG FRAME SILL
(DINTEGRM. FIN FRAME SIU-
2.273'
170- IL .120-
2 7 72"
2.150-
.06r
052" 1.300-
G SASH TOP RAIL (E) FIXED MEETING FAIL SASH BOTTOM RAIL -
Hl-RISE
- 2273'
- 2560- - 206D'
.062 .062" 062�
2.72
2,724" 2.72� L i 4�'
1.125
INTEGRAL FIN FRAME
(DFLANGEF�MEJAAIS JAMS EQUAL LEG FRAME JAMB
2.799'
i.
N2�
INTEGRAL FIN FRAME
SILL - HI -RISE
E
STRUCTURAL
PO SOB 5 NOM.
DESI.G
D52- EXT GLASS
A
13M. LASS
G SASH BOTTOM FAIL 6 SASH SIDE FAIL QDKODISPACE4SGTPS
1.522- t_j ' 04W .634" 461* 61117" -1496 tii
.627-
(12 L.S.21 _,iW2"
F
L:
07W
1,370 T 050.
A f 07T .045-
HEAD ANCHOR
COVER 81- SASI-ISTOPCOVER [G READ 10 SNAP BEND @5116"LAMIBEAD E)WIS-I-AMIBEAD
7
3.008-
EQUAL LEG FRAME
SILL HHRISE
HOT,MELTBUTYL
�UQ_RAL 311V'NOM.
SIL'..
FGA. IN
DES Q . N T
EXT 'LASSI
,NT GLASS
(SSUPER SPACER' NXT'�
A"' QLY'506U�U`
RE(NFO E POLYISOBUTYLENE DESTCCANTRUL
RC SEAL 116- MOM.
SrL POLL '. :E ICONESEAL
C., 'CANT STAINLESS � E
FOAM
EXT GLASS EXT '.S
GLASS GI.ASS
8DURASEA0 SPACER aXLEDGE-SPACER
w
0�
O�
Z
C,
z--
X ul
.S)6
'ZV
w
z
Z
0
<
0
0
"WI I),,
LYNA,
N.. 5a70S
i E
14;
OF
N
& LYNN MILLER, RE
TABLE
11:
ASSEMBLY DETAILS FOR
FLANGE FRAMES
(OTHER FRAME TYPES SIMMAR).
51
40 HEAD
INTERIOR
41
JAMB
4
INTINhOrt
Z3
JAMB
FIXED MEETING RAIL
10
SASH BOTTOM RAIL
SASH
SIDE 16
RAIL
&\
37
I be
RITERIOR
TABLE to MATERIAL PROPERTIES USED
SILL FORANCHORAGE CALCULATIONS:
7 Madvi.1 Min. F, I Mi � F�
Easel S.,.. 92 ksi 11 k.i
LINTERIOR I" so. SOW 95 ks!
51 <"A 410S.. Sow -iloiu,i
E1aoUmsQorv9 155 ksi 17 ksl
NOMS1 410 SS Elco �IaFll Willel 189.7ksi
6063-r5Af.i.. ISkst �ksi
1) ALL CORNERS TO USE GASKET ANDIOR SEALANT A36 SE.1 36 W Be kin
4�
2) SOME PARTSIOPTIONS NOT SHOWN ON DRAPING FOR CLARITY. n, ",$) d k, ks,
None
0
PGTPwt#
Descripgon
Material
1
2001
Head, Flange
.. ........
A 11 111 1
2
624017
Head, integral Fin
Alum. 6083-T6
3
624028
Head, Equal4eg
Alum. 6D53-T6
4
624004
Jamb. Flange
Alum. 601
4A
Jamb, Flange (Used For Alternate Radius Top Head)
Aturn. 6053-T52
5
SNOW
Jamb, integral Fin
Alum. 6wa-T6
5A
Jamb, integral Fin (Used! For Alternate Radius Top Head)
Alum. 6DOG-T52
6
624031
Jamb. Equatleg
Alum. 6063-TB
BA
Jamb, Equal -leg (Used ForAfternate Radius Top Hsadi
Alum. 8D63,152
7
624DO2
Sill, Flange
Alum. 6053�16
B
624018
Sill. Integral Fin
Alum. 60B�TB
9
624029
Sill. Equal4eg
Alum. 1�15
10
62,10{0
Sill, Hil Flange
Alm. Still
11
624019
Sill, Hi -Rise, integral Fin
Alum. 6063�m
12
624030
Sill, Hi -Rise. Equal log
Alum. 608346
13
32AOO6
Sash Top Rail
Alum. 6005A-T6l
14
624005
Fixed Meeting Rail
Alum. 64305A-761
is
624012
Sash Bottom Rall - Hi -Rise
Alum. 6M.T6
16
SNO88
Sash Bottom Rail
Alum. 6063-T6
17
624007
Sash Side Rail
Alm. 6063-M
18
1 624051
11-fead Anchor Cow
Alum. 601
19
624015
Sash Stop
Ahm. �TB
25A
624DD9
IG Bead
Alum. 9��
25B
6=1 I
IG Snap Bead
Alum. 9503 �M
26
624013
5116" Lium Beading
Alm. 6063�T6
27
624026
7/1W i.am Beading
Alum. BD63kTB
30
GTP247
Gluing Bead. Bulb Vinyl or 1432�
Vinyl
31
6TP248
Gluing Bead, Bulb Vinyl or 11624009 & 0624011
Vinyl
32
724M
Sxreep Latch (@ Top Rail)
Cast 25m;
33
624D49
Bottom Latch (@ Sill) —
Alum. 666X:T-6
M
Setting Block (118" X 1/2"X,1�)
Neoprene
36A
IG Setting Block (1/8' X3fr X4')
Neoprene
35B
724014
IS Snap Selling Stock
--Vinyl
30
724044
Bottom Rail WeatIterstrip Extension
37
724DO
Sill Gasket
Polyethylene
38
724054
Sash Top Rail Gasket
Polyethylene
39
724055
Sash Bottom Rail Gaseet
Polyethylene
AD
724D57
Head Gasket
Polyethylene
41
T24DB3
Meeting Rail Gaviket
Polyethylene
42
61226D
Sash Bottom Rail Bob Vinyl
Polyethylene
43
Weatherstrip..277 x.18T', Fin Seat (@ MR)
4,1
67S16G
Weaftherstrip..1717* X.27(r. Fin Seal Sash Side Rail)
45
Weatherstinp..170" X.18T', Fin Seat Top Sash Rail)
AS
wdes
Balance with Coni,tr & Then
Rigid Vinyl
51
781PSOX
#8 X 1- PH SMS (Assuel
Stainless Steel
55
7834AA
#8 X 31W'Ph. PN EMS (Balance)
Stainless Steel
63
Alum, Screen mill, Fiberglass Mesh
Vanes
70
-
Kommening 1<cclispace 43G TPS
See Sheet
10 for
Materials
71
-
Quanex Super Spacer a\7
72
-
Quaness Vuraseal Spam
73
-
Cardinal � Edge Spacer
74
-
Dow 791. 899 a GIE TrDO Backloodding
>
0
9
0 0
M ,
Z
0'
z 1,
X La --;g-
2 co
I
in
z z
Z 0
W
—i
z
M
0
0
SCANNED
BY
St. Lucie County
MIAMI-NUEM MIAMI-DADE COUNTY
MMW PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATIONDIVISION 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. 7he documentation submitted has been reviewed and accepted by Mimni-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-Dadc 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 matenal f building code.
This product is approv escribed herein, and has been de i ed to comply wi rida Building
Code, including th igh Velocity Hurricane Zone.
"PGT" Clipped Extruded Aluminum Tube
APPROVAL DOCUN—M—NT-.-Mffwmg-Nt�.��%t-mp—act--Re�sstant Aluminum Tube Mullions",
sheets I through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, 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.
TERNIINATION 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 Us NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMINT: 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 thejob 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-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge 1VL Plasencia, P.E.
Z
M1 NOA No. 17-0630'4
FxpirationDate: May26,2021
/17 Approval Date: November 09,2017
Page I
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 I
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.
D. 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 501
Edition (2014) and with FBC 61 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.
Jorge M. Plasencia, P.E.
Pro net Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATENMNTS
1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-61h Edition
(20147, dated 06/22/17, issued by manufacturer, signed and scaled 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 Mller, 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.T., approved on
04/14/16 and expiring on 05/26/21.
Jorge M.Plasencia, P.E.
Contr I �nl
it SU
P duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
E-2 Approval Date: November 09, 2017
UITABLE FOR ALL LOCATIONS REQUIRIN
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
E%%LUATE) BY AN EXPERIENCED INSTALLER FORVE BEST INSTX
MUST BE ANCHORED PROPERLY TO TRANSFER LOAM AND ARE TO
ADDRIONTOANY ANCHORS REQUIRED FORTHE
W. EAM SITUATION IS UNIQUEAND SHOULD BE
FIGURE 1: 2) THETYPEAND NUMBER OFANCHORS M CRITICAL TO THE STRUCTURAL PERFORMANCSOFTHE MULLED UNITS. MIJUUOUS
mm�-- ' MVEDEEN TESTED AS MOM NOT NEED TO BE CRECTLYATTACKE37OVENUILLION CLIPS, BUT $HALL
MULLIONS NOTHANEAGAPOFMOREVANIWFIROM�ECUP.
SEiDEN.
ATHAUG;
SUD:T824
�A T.0
N..TD
5BBOUN"
SKEET3
�RATI�
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7-
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ORIZ.AL
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LNNGTH
ADDITIONAL E)IMPLF40F MULL M--NAQUPATIM�s�
mm&Ul.L
NO
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L
L
SINGLE MULLION \ SINGLE MIJUJON
�_'FRS.ROUREl.OM
CGOESISTANDARDS WGD,.
I20U7 FLORIDA BUILDING CODE (RC�: M MM=
.2014FLORDABUILDINGODDE (PED
-MSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
-MSI SIOD-12
*AISC 360�10
3) THE ANCHORAGE METHODS SHOM M� BEEN DESIGNED TO RESIST THE WNDLOADS CQRRE�DING TO THE REOURED
DESIGN PRESSURE MIJUJONS ARE QALCU-A7ED TO DEFLECT NO MORE THAN-080. THE In STRESS NCREASE WAS NOT USED
IN THIS ANCHOR EN%LUATION. THE 1.6 LOAD DURATION FACTOR WAS MET) FOR THE EN%LUATON OF WOOD SCRENn.
4) PROPER SEALING OF ENTIRE ASSEMBLY I S THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF VMS
INSTRUCTIONS,
5) WE THE COMBINED IMOTH OR HEIGHT OF ONLYTWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES MD
ANCHORAGE FOR THE COMMON MILLION, SEE �PLM ON THIS SHEET AND SHEET 24 FOR MLLTIPUE UNITS, CONSIDER
ONLY MO ADJACENT UNITS AT A TIME WHEN MING THE DESIGN PRESSURE AND ANCHORAGE TABI FS� THE LO� DESIGN
PREMIUM OF M UL31PLE MILLIONS OR FIENESTFUNTION PRODUCTS SHAU."PLY.
6) WHEN FINDING YOUR SIM IN THE MUI-LION TABLES, ALWAYS ROUND UP TO THE N� S=SHO" ON THETABI
UL 7) ANCHOR EMBEDMENT TO BASE NIATERAL SHALL BE BEYOND WALL DRESSING OR STUCOD. WOOD BUCM BY OTHERS MUST
BE ANCHORED PROPERLY TO TRA,NSFER LOADS TO THE STRUCTURE ANCHORS SHAUL BE COATED OR CORROSION RM*TMT
AS APPROPRIATE FOR SUBSTRATE MATERIAL- DISSMILAR MATERIALS SHAUL BE PROTECTED AS REQUREDTO P�
REACTIONS.
8) REFISSENCE: TEST REPORTS FTL-8�; O-CO, ULTRAGONJAGGRE-GATOR NOAS
9) MULLIONS AND WIPS HAVE BEEN DESIGNED & TESTED 70 COMPLYWITH THE REQUIREMENTS OFTHE FLORDA BUILDING
CODE. AND AREAPPROVED FOR IMPACTAND NOWMPACTAPPUGATUONS. MULUOINSARE ONLY TO SEUSED WITH
�.�PRO�D�MT�nONPWDUMS�MNGCU�"PROV�.
1O)MULLIONSARENCOMPLIANCEPORMENTHEI-NUZ
II)O�OFUNIMW�NAMMMLEM���LYISUN�PRO=MTMT�E�ANMD�MING
WOTK4iEIGHT OF EACH INDINTIDUAL MULLION COMPLESWiTH THE REQUIREMENTS OFTHIS NOA.
MULLIOUS
INSTRUCTIONS:
I)OUIERMINETHEDESIGNPRESSUREREQUIRWENT UBS�- FOR THE OPENNG USING THE ASCE-7 SIMOMO.
2)CHOWEAMMUM�ETMTM�FNTHED�HOF�C���MNPnDU�SF�E�M
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ZOUGH1�ONSHE�6�ROUGHMMPE��Y,USNO
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MOM THE SAME TABLE USED IN STU I)ABOVE, FIND THE VALLE INTHE NE)7 COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS N%LUE
PRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THEANCHORS AND MUST BE METTO ATTAJN THE FULlMULlJON CAPAQU�.
0.4 THE SAME SHEET AND WING YOUR ACTUAL SUBSTRATE CONDITION C MULTIPLE
MAYAPPLY) SaEUMMWORUIPPA�RNMOWRI�THAT�EWQUMMC�R
7)W�MUWON�PAC�(LB&FMOnANEDIN�ET�WISHIGHM��DESI�PR�UR5RMUIR�EW(O� FORTHE
OPISNING, YOU MAY USETHE 'ANCHOR WACM ADJUSTMENT FORKII TO OBTAIN THE LOWER ANCHOR QNINkClY REQUIREBWTH7HIS
V�UEALMERMCHOR�ACI�OPTIONMYBE$aE�M�R�E�ES��TE
S)WRINTHEDESION PRESSURE RARNO (LB&M FOR THEFENESTRATION MDUCTTOGEUSEDANDOOMPAREWITHTHERNAl. MULUM
CAPACITY (LSS� OKMED FOR THEMIJUJON SYSTEM� THELOWER OF THE TIMD SNAULAPPLY FORTHEENTRIENUILUD) FENESTRATION
FRODUCTASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE NALUES USED INA SPECIFIC APPLICATION WHEN MING THM NOATO APPLY FORAPBRIMIT.
PRODUCT REVISED
A. wIth Me Flodda
B.Ifffin, .
'a". 17-0630.01
; No. 587M
Aj
DETAIL A:
MULLION TO 2XWQ0D BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
TH EZIF EWE
UPW Wc
NST. MRAIX
SCREND
4
4
EXTERIOR
SIDE VIEW
FRONTIAEW
INSIA�LLATION NOTES,
I)ANCHOR EMBEDMIS,IT TO BASE WTERM $HALL BE BEYOND WALLDRESSING ORSTUCCO.
2) QUANTITY OF ANCHCRSMD MULLION SIM SHOM ABO)ffiARE FORPICTORIAL REPRESENHATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON 7HEANCHOR TOMCHOR DISITAOICE, THE
OORRSUOLIANTITYANDLOICATIC OF ANCHORS MUST BE FOULDNED, REFER TO THETABLU ON THE
N!
FOLLOWING SHEETS. FOR DETAILS A.D. EITHERTHE STMDARD OROFFSET CLIP MAY BE USED.
a) ANCHOR HEAD TYPE MAY BE PMHEAD, HEKHEAD OR FLATHEAD.
4) WOOD SUM ARE OPTIONAL, SEE DETAIL C, SHEET 1
6) FOR )VIASONRY APPUCK�IONS IN MMWADE COUNTY. WE ONLY MIAM�DADE COUNTY APPROVED
E-CO ULTRACON OR ELOO Ile S.S. AGGREGATOR MASONRY ANCHORS
DETAIL 8:
/_.ULU0N
MULLION AT rAcHED TO IX
IRC.T P
WOOD BUCK AND YA8ENRr—
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AND
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Oulldi." ' 17
NO". -0630.01
lbpf,".. Base 052612021
XUU51
*:; AID. 51
A. LYNN M(L'LER, P.E.
FL PEA 587D5
DETAIL E:
DETAJLC; MLILL167N TO MULIJON
INTERSECTION NOTES..
MULLION DIRECTLY ATTACHED TO M�m (U IP)
MAS NRYSTRUCTURE I)MAYBEINSTA-LEDJN�E`OR-CROSS�
(STANOARD CUP SHO WER$BC71ONS,
2) MY BE INSTALLED HORIZONTALLY
(SHOWN)ORVERTICALLY.
-E U 3) SEE U�CLJP DRAWINGS, SHEETS 21-23 't cJ
U7 S, U.
TOP VIEW
==.y 6
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FRONTIAEW SIDEVIEW DETAILD: PRODUCT REVISED
MULLION ATTACHED TO ascompli I., Ith 0. F1.6"
STEEL STUD GaUdI., �.
(STANDARD CLIP SHOWN) NDA-N. 17-0630.01
INSTALLATION NOTIM E"I.U. Ot. 0612612021
2) QUANTRY OFANCHORS AND MULLION SUM SHOWN ABOREARE FOR PICTORIAL REIRRMENTATION
SEESHINFRI
ONLY. BECAUSE THEANCHOR CMAC" IS BASED PARTLY ON THEANCHOR TOMCHOR DISTANCE, THE N.F.
CORRECT OUANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED, REFIERTO THE TMUES ON THE ROLE
FOLLOWING SHEETS. FOR D�AIUSA-D. EITHERTHE STANDARD OR OFFSETCUP MAY BE I U0C=MI!I
3) ANCHOR HEAD TWE �Y BE PANHEkl), HEXHEAD OR FLATHEAD.
4) MOD BUC14S ME OPTIONAL SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNRY. USE ONLYMIAMILCACE COUNTY APPROMM IRME
ELM ULTRACON OR ELM Ve S.S. AGGREGATOR NASONRY ANCHOSS, FOR STEOLST� THNNER THM �ETMM '�"OIAY LYNN
FRONTVIEW ig GA AND COM�UXNTINIRI THE FL BU[WM 1�138
COOE.A..�
EXTERIOR UMw=ANCHMSRRCS
SIDE NfIEW z NO. 58705
NOTES:
1)FOR�WOO�STESLSTUDS,WOOD %TA �1,
MCHMMUESMAYBEUGED.
2) SEE CCRRESPONOING MULLION TABLES.
SHMS 5�20, FOR QUANTITY OF SCREWS.
DETAIL F: DETAILG, DETAIL H:
FELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
0 0
0 0
71 TOPVIEW
SIDE VIEW U —
ak�w"I-XWXJ�. TOP MEW 1 0
z
0 0
=ERIOR
NOTESFORINST�WMOPTIONSP.
1) DETAIL IS NOTAPPUCABt-S FORTHE BAYOR 1.2TX2.11' X.12T MUU-ION.
2) SEETABLES IB-139 FORMCHOR QUANTITIES AND SHEETS 21-23 MR HOLE LOCATIONS.
3) THEM OUP IS NOrSUITABLE FOR THIS�PLKAVON.
MIDEOFU�
t�;>
EXTERIOR
wom"Imm
PRODUCT REVISED
R.0d.
17-UMO.01
ftpl-t�- D.WVAM2021
By
1) USE 2 MGM MIPS PER MULUON MO. MIPS MUST BE INSERTEDINSiDE OF MU�.
2)D��G:SEETAB�Sl�149FORMCHOROU��MD SHEETSIM-nFORHOI.E
LOCATIONS.
3)D�AILH:SMT�L�IMORIMFORMCIfORGUMMIUMOSH��FORHOM
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FIGURE 1: FIGURE
FIGURE3:
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m R-0 -01
TABLENOTES
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 0 FOR INFORMAITC44 ON l-OAt)NG.
SEE SHEETS 2-4 FOR GENERAL INSTALI-AMON METHODS.
1) LINEAR I�TJCN BETWEEN MUI-L LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABI-E.
3) MUMION AND MULIJON CUn SHOWN ME NOTTO SCALE FORID(ACTDIMENSICNS,SEESHEETS21.23.
HOLM TO BE DRILLED IN THE FIELO FOLLOWING DNENSIONAL RESMCTONS SHOWN ON SHEETS 21-21
FIGURES SHOW SUGGESTED, APFIROMMATE
4) SUBS17RATES. CONCRETE SNALLL CONFORM TO ACI Wl SPEaRCATIOM. HOLLOW AND
CONCRETE BLOCK UNIT (CMU) SHA.U. CONFORM TO ASTA �. WOOD SHALL BE
YEJU.OWSOUTHERN FINE WRFH MSG OF 0.55� ALUMINUM $HALL GE�TSMD BEA MINIMUM OF.12r
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PRODUCT REVISED
M lb. Flaid.
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05126/2021
N. 58705
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TABLENOPES
FROM THE
PRODUCT REVISED
25ccTp`9.%wHfa Me FIO,Wa
BuRdIn,
NOA-W.. 17-0630.01
ROPT.U.n Dona, 05,2612021
I)SEESHEETI FORINSTRUCTIONSON USING THE TABLES AND SHEET26 FOR INFOIRMIA71ON ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
I.Wo.
2)LN�lN�O�VCNBE�NM�LMG�SMD�RO�NGWID�SZ��M
Fa
3)MULLIONANDMULLION CLInSHOM�ENOTMS�.MR�DMENSIONS,SM�S2i-n
z
HOLES TO BE DRILLED IN THE SELO FOLLOWING DIMENSIOI�AL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SIJGGESRRED� APPROXIMATE HOLE LOCATIONS,
L
4) SUBSTRATES: CONCRETE SHAU� CONFORM TO ACI Sol SPECIFICATIONS HOLLOW AND GROU`F.FLLED
NO.58705
CONCRETE BLOM UNIT (CMU) SHALL CONFORM 70 ASW C4X WOOD SiALL BE
�OWSOMH�PINEWITHMSGOFO.M.�MINUMS�M6�T5MDBEAh"MUM OFA�
THICK STEEL STUDS TO BEA MINIMUM OWE 33AND.W THICK (18GAUGE. STRUCTUR�STEELTO BEAT
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-
LENST.125-THMAND AGE. ALL ANCHORS INTO METAL $HALL EKTENO AT LEASU 3 SCRIEWTHREADS BEYOND
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P.E.
Mullion Co,actly Table (Viaeff?)
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No".. 17-01330.01
EAPI.U. DAIIIA 05126/2021
NOTE, MR � 01�1-5ET CLIP. UiS5THE SAMBI ANCHOR PATTERN MDANCHDRVXUESASFHB STANDARD CUP.
TABI-ENOTES,
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ANGI-E UP JFIGUFUES 1-3) MUST BE USM IN PARS.
TABLE NOTES:
1) SEE SJ4EET I MR INSMUC71ONS ON USING THE TAB�S AND SHEET 4 MR WFO�IICN ON LEAVING,
SEE SHEETS B4 FOR GENERAUNSTA11ATION METHODS,
2) UNEAR INTERPOI.ATION BETWEEN MUM LENOTHS ANDIOR OPENTIG WOTHS IS Al-I-MABLIF.
3) MUMION AND MULLION MIPS SHOWN ARE NOT TO SME FOR EXACT DIMENSIONS, SEE SHEETS 21-23,
HOLES TO BE CR� IN THE Flats FOILOWING D MENSiONAL RESTRICTIONS SHOWN ON SHEETS 21-M.
FIGURES SHOW SUGUESTED. AJ`PROMMTE HCLE1==.
4) SUBSTRATES: CONCRETE SHAI.L CONFORM TO AV MI SPECIFICATIONS. HOUCIN AND GR0UT-FLl.ED
CONCRETE BLOCIC UNIT (CMU) SHAU. CONFORM TO ASTIA C�M). MOD SMALL BE PRESSURE�TREATED
YE11OW SOUTHERN PINE WITH AN SO OF OSE Al.UMINUM SHAL1 BE �T6 AND BE A MNIMW OF.12F
THICK STEEL STUDS TO BE A MINIMUM GRACE 33 AND,046- THICK (18 CAUGE). STRUCTUM STEEL TO BE AT
LEAST.125- THICK AND ASS. ALL ANCHORS IWO METAL SHI E)7END AT UEMIT 3 SCREW TWEADS BEYOND
THE MLATERA-. 410 & 912 ANCHORS IWO WOOD MY BE STEEL, 1 ISS SS. OR 410 S.S.
37 MY
MAIJON
WHEN IT
To
PRODUCT REVISED
gwimpla�VRIS M. Flosid.
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12
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F--.] 1 ---1
FIGURE 3.
r -.1 M
ANGUS CLIP (FIGUM 1-3) MUST BE USED IN FARE.
TABLE NOTES,
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES MIT SHEET 0 FOR IN FORMATION ON LOMING,
SEE SHEETS 2-4 FOR GENERA& INSTALLATION MUMODS.
2) LINEAR MTERPOLATION BETWEEN MUM LENGTHS M=R OPENING W11711-S IS AU.OWABU1
3) MULLION AND MULLION UPS SHOWN ARE NOT TO SCALE. FOR E� DIME14SIONS, SEE SHEETS 21-M
HOLES TO BE DWMEO IN THE FIELD FOLLOWING DIMONSIONAIL RESTRIMIM SHOWN ON SHEETS 21-n
"GUM SHOW SUGGESTED, APPROXIMATE HOU LOCATIONS.
4) ATE RETE SHAM CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CO SUROE T
11 ILI&KOLNICI (CMU)SMLMNFOWTO�W�SO.WWDSM�OZPn�U�Ta�TEO
TELLOWSOUTHERN PINE WITH MSG OFO.M. ALUMPIUM SHAM. BEWW6AND BEA MINNUMOF.UiV
THICK. STEELSTUDS TO BEA MINIMUM OWE 33MI[).04V THICK (18 GAUGE). STRUCMIVL STEEL TO BEAT
�ST.12WTHICK���MCHO�WOM��S�
�EMM�0109#12M�OMIWOWCODMYBESMEL�l"S.S.M410S.&
SEWED
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IRRODU� REVISED
05 COMPI&Xowith Me Florida
INglaging
NOA,Na. 17-0630.01
14R. 58706
.37V
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.375-
MIN.
R
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U AW
. i 376
X.SECTION
.12VI JAW L
CLITHERE'10 1 B75.
rm,rx,m, E I r-MR
MR
L ------- J t�A A I SD� u UP
zHT6AUjML
TOWJM
SHEETS !H17 FOR THEANDHORO.C.
Du3TANCE. MAXIMUM ANCHOR HOLE
ST�mp
6063-" ALUM.
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DIAMR71ER + 1mr,
TABLE 8
oil
X�m
mmGLECUP
offi�`TII ALM.
2L
X4JECTION
1-7 ----------------------
To"m
CFANCHORHOLE W�UE�JJH�
Z..= BOUNDAW. 891 SHEETS 1518 FOR WE
ANCWR 0 C. DISTANCE MAXIMUM ANCHOR
HOLE DMMRs ANCHOR DMSirER + W(r.
MUII DImenSion (ShOetp)
PGTP.d#
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1- XZ'X.12W (5)
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WA
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NOTES,
1) 1 IOLES TO BE DRILLED IN THE FIEW FO1.1OWNG DIMENSIONAL RESTFuCMCWS GIIfIE1,I M THIS S"�.
2) SEE SH� 6�9, 12 & 18 MR WGGE�. APPRO)CMATE HOKE LOCATIONS & ANCHOR O.C. DISTANCE.
3) SEE SHEM 2-4 FOR GENERAL- INST�TICN ME71W$DS,
rmmmv
TABLE A
Dimension
Voluo0n)
ForMullion:
A
imm
I-XFX.12V
fif�um
Tube Muffumn
B
2.654
C
MISSILE
D
0.7,10
A
1125
V XT X.375'
Alu,,1num
Tube Whim
D
490
A
1.1175
B
0"
3917
SAJumln
C
0. 7
TILD, MuMon
D
1. 1 "
A
1.312
l'X2.75'X'
AI.Wau.
Tube WHIM
B
COM
3.000
C
TB
0.476
n
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A
Z000
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Tube Mug
Z17
.83
C
0.663
, BE
D
1,137
A
2.626
1.25IX3.188.
X.285'AJ=
TubelAull
a
12W2
C
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0
1.762
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A
1.813
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PRODUCT REVISED
MIN th. Marble
DWIdi., a .
mo�ft. 17-0630.01
Iffxpiration Date 0512612021
NO, U705
11!7xUVX.ICw I2VX1WX.lG4'
MULLION MULUON
�TSALIJM. alx�TSALIJR
X�SECUCN x.SEC=N
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CENTER OFANCMR HOLE MUU LIEWITHIN YHE 3
U.
DASHEOBOUNOARY.SEESHEETSI�FORIHE
OROC.DRSTANCE.MAXIMLIMAHCHOR
DIAMEMElk MCHOR DWETER. 1116'.
HOLE 120 SO
.375'
r -------- r --------- -1
T.
CENTEROF
i
7
ANG�R HOLE
M UE�Lnow'�"
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I
BOUNDARY. SEE
ShMAEIS 11�17
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I
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STANDAM) CUP
U�L?
CEIDEROFANC�01RHOLEMSTIL115 80WO AIJUU.
303�113 ALIjm.
SREETSI�VFDRTHEANCHCRO.C.
TABLE C
X",
NOTES,
1) HOLES TO B5 GRILLED N THE RED FOLLOWING DIMENSIONAL SESTRACTIONS OWEN ON I'HIS SHEET.
2) SEE SH� 10, 11. W 5. 19 & 20 FOR SUGGESTEOL, APPRCCQMATE HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GOERAL INSIAUAMON METHODS.
Inv,
H
Tc�
TABLE C COW
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IF
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65604 1 666MM I CON72M
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65051 13M
NOTES,
1) HOLES TO BE DRILLED IN TIAE FIELD FOLLOAMNO
DIMENSIONAL RESTRUCTONS GPJEN ON TIAIS S�ET.
2)SEE
HOILE UO(IATIONS.
3) SEE SHEETS 24 FOR GENERAI. INSTALLATION MMODS.
pig
WAINGLECUP
kSBUION 2.12T W�Ta ALUK S�Tsxuu
2,10W ME=N
25-
L x` 0 1
z
.. ... ... 4' cl�
OUTHERETO
CREATE F� P.
r -S
MIN. IT 4 MIN.
I I -------- --- I L -- --------- I
4.WD
25W
rXWX� 4W
MUW0N
6063�,Tll AUUM.
�SECTION
--- --------
I- STANDARDCUIP ALUM.
-FANCHORHOLEMUSTUE 606�TfiALJK
EDASHEDBOUNDARY.SEE TOP�EW
250. A TIH
DIAME�a =011 DVVM� + U1W.
5.00.
CUTHdFIETO
.37W 3.51M. .37T
MIN
FMIN.
9—
rxo-x�
MULLION
em�T6&um+
�SECTION
I
.A...,,DCUR
NIMITS AIJUK
TOP MON
16-17
f
U
USED FOR 2� %V=MLIU0N, SIJEE r 17
�QPVEW
MIN.
----------------------
375
L ------------------- J fMIN.
Z.=DFANCHOR HOUE MUST LE M MOLECLIP
6(16�TSALUM,
DASHEDBOUNDARYSEE TOPVIEIV
M ANGLE CUP
TOPMEW
PRODUCT REVISED
rersomPI&T, .1tir the Florida
BUIMI., .
NOA-N.. 17-0630.01
-pbution llqta�115)26120211
UENOC.
FG,
ME BUILDINGSUBSTRATE IS KNOMMEEWOOD ON DEPTH132-MTHECKNING REQUIRES A
1) 11,071ALILYASSUMINGTHI MILLION IS SUITABLEME MULLION UENGTH IS 72- AND THEOPENING)MOTH IS WHQW-W�REFERENCINUSHEETM.TME COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLIONTABLES FOR A MULLIONTHAT IS AT OF 2-IMANDIMI-ILMEET OR EXCEED ME REQUIRED
DESIGN PRESSURE OF .60,01,60.0 NET. IF THIETABLE DOES NOT SHOWNE EXACT SI USE THE NEXTI.AltGERSIMAVALARA.
FROM TABLE 3A, SHEET 7, ME I-XITS�X.375'MULLION GANGTH - W, OPENING WON -70-)MIMTS ME DEPTH REQUIRED, MO�EWRTHE DESIGN PRESSURE IS �68.3 PSFAND MUUD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET SWE I-X 215�X A%' MULLION (LENGTH - n. OPENING WON - ?O-)HXS A DESIGN PRESSURE OF 4TIL7 PSFMICH EXCEEDS WE REQUIREMENTS FORTHE
OPMNGAND MAYDE USED IN THISAPPLIWION. NOTEMEANCHORWACIMYREQUIRED OF MGM.
2) USE TABLE 48 TO FIND WE ANCHOR TYPE. ANCHOR QUANTITY AND CUP TMPE REQUIRED FORTHE MOO SLESTRATE BOTH ME
ANGLE MIPS WTH (4) 912 ANCHORS HAVEACAFACIV OF 8M LBS. THOUGH EITHERONE CGUILD IIEUSEO,THE STMoMQGLP IS EAsim-ro WITTALL
3) WRINTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTOA. THE UO� DESIGN PRESSURE. OF MULUONS ORFENESIRATION MDUCTS, %IL
APPLYTONEOVERALLAMEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT�E BON! ME MUMIONANDWE PENEsTMAmN PmDucrBE ]INSTALLED INACCORDANCEYAN ME
IN���ONSPEOn��ONSMO�MMSUS��SMD�ES�TONPRODU�SMWUFM
IN THIS EXAMPLE, ME DESIGN PRESSURE REQUIRED WAS.1-60.0 POP. THEOVERAU. MULLION SYSTEM WAS DETERMINEDTOM M7 PEP WITH AN MCHORCAPACITYOF BMW. ALTERNAT�Y,
THEANCHORCARAC"ADJUS �FC�U�CMWM�B2ENUSMM�M��THEMMOR�AC��QUI�DrOR�E�DE��P�SSU�OFWPSF.
LBS 524.9M ("YBEUSMMOU��OIDWMSM�MOMT�LEQ)
(60FSF)X — —B
(--ii I WIEF
ME BUILDING SUISSIFINTE IS KNOMTOBE CUM CRIME JAMBSAND USESACONC�H���S��C�D�F��O�M2�.�EOP2"NGMQ�SA
DESfGNFRESSUMOF�.W50PSF.
FORTHF�RTIMMUUUON:
1) INNJALLYAS!AJIMINGTHATAI-WIDEMILLILIOM 19 SUCABI-E.WE MILIOULENGTH
ME COLUMN USING RECTANGUI-ARLOADING SHALLBEUSED. SCANTHE MULLIONTABLES FORAMULLIONTHATISATI-EPAI'MEWNDOWPHNNE OEFTHOF24Y8-MDwILL
MEET OR EXCEED ME REQUIRED DESIGN PRESSURE OF -50.01-58V PSF. IF ME TABLE DOES NOT SHOW ME EXACT SIZE, USE THE NEXT LARGER SIZE AVAI
w
PLE MULLIONS
..Nm
FROM TABLE SA. SHEET 7. WE V X 2.75- X.37r MULLION (I-ENGTH . 10r. OPENING WON - Sol MEETS ME DEPTH REQUIRED, HO�ER ME DESIGN PRESSURE 15 -Mll PEP
w 0-
ir
AND WOULD NOT BE SUITABLE FOR MIS APPUCATION
PROMTABLE 12A. SHEET 16, ME 2-X W X J25W MULLIM GANGIM = 12'� OPENING WON =801 WA DESIGNPFM=[REOF-P&4Y PSFMCH EXCEEDS WE REQUIREMENTS
0
z 0
FORTHE OPENIGNIAND MAY BE USED M THIS APPLICATION. NCTETHEANCROR CAPACITY REQUIRED OF971 USE.
1 0
m
.0
T�E�
CON g
BECAUSE IT KINOWKNOM THATTHE MULLION MLL ADD 2-TCMEWMTH OFTHEMULI-ED UNT.WEADJUSITD OPENINGIMI)TH IS 36-43642-17e, NOT TTASPREVIOUSLY
ASSUMED.WRIFYTHATTHEDESIGN PRESSURE ISSILLAPPLICABLE MR�EADJUMDOPENING.�MRMn�LY,�EW�WMDMSMYSE�ww TOMANTNN
THE 73- DIVIENSION (M�147+�ln'27-731,
PRODUCT REVISED
with th. Ft.dd.
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, MCHOR QUANTITYAND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURM
NO".. 17-0630.01
CONCRETE HEADERAND SILLARE WWOE. IF THE MULLION CLIP �Rll TO BE CENTERED WTHIN ME 8-,CARE MUST GE TAKENTOMANTAINME FASvEhERI; EDGE DISTANce.
5ZE ME
USING WE STANDARD CLIP WIN (6) SllV ULT�CON MCHORS ATM EDGE DISTANCEOF Z-In-G-VES ANANCHOR CAPACITIOP 1050 MWCH IS GREUFERAND
BW-U.. D.I. 05/2612021
TALO, O�LE
SHEET3
FOR THE HORIZONTAL MULLIONS,
MUILIONTYPECOUIDDECHOSEM
I)THE MULLION LENGTH IS 3V AND THE OPEHING HEIGHT 13 32-.7ZW-IOV. REFERENCINGSHEET25,
THE MUM USINGTRAPaOIDALTRUMDULAR LOADING MAYBE
USED. FROMTABILEI� SHftlTI9,WEVX4-X.2WMlA-LICM GGLENGTH -4r.I)PENINGHEIGHT-12V)HASADESIGN PRESSURZCF-�170.0 PSFWHICMEXCEEDSWE
REQUIREMENTS FORTHE OPENINGAND MAY BE USED IN MIS APPI-ICATION, NOTETHEANOHM CAPACITYREQUIRM) OF m us.
SEE
.ET.m
.
2) UElE TABLE 125TO FIND THEANCHOR TYPE, McHoR QUANTITY AND CLIPTYPE REQUIRED FURTHE CMU SUBSTRATE. INNIS ARE w
d
HEETS
WDE. FINE MULLION CLI TO BE CENflERE0 �114 ME W. CARGE MUSTSE TAKEN TO "NIAN THE FASTENERS EDGEDISTANCE. USING THEMAIRLE CIPSMATH
(4) SIT ULTRACONMCHORS ATM EDGE DISTMCE OF V G�S AN ANCHOR CAPACITY OF W WMICH IS GREATER. MO MEREFC)RE SUITABLE, FORMS REQUIRED
ANCHOR CAPAC7YOFO2I W,
LyNlvdf
L m.
4) MR ME ULCILIP IN ME
CAFACFTY IS 1074 LOS MEN USING 3 ANCHORS, MICH IS GREATER, AND THEREFORE SUITABLE. FOR ME REQUIRED ANCHOR CAPACITY REQUIREMENT OF Ul M.THE
GEM $6
..
ANCHORTYPEISA#12STEELSCRI
I
No. SB705r
FROM TMEASO� WEfKL 06R MULUONDEGION PRESSURE IS:
-/-(A.7PSFFROMTHE�RCCN.MUGJLXN,
-1-17O.OPSF MOM THEW HORIZONTAt.MWONATTACHNGT43 CLAU;
VSAI
-M7OGPSF MOM THEWHORIZONTA, MULUON ATTACHING TO ME WRTCAJLMULUONONTERSECTON�
a
THE Sq�IPSFANDMULDAPPI�YTOALLOFTHE MUWONS�
'(ORION
�RIP` ME DESIGN PRESSURE OF ME FENESMAVON PRODUCTS USEDt`dTH MIS MULLION SYSTEM.THE UO� DESIGN PRESSURE. OPMUSLIONS OR FENESTRATION
/' 'C)IVAL
"PA.
PRODUCTS, NU APPLY TOTHE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE SON ME MULLIMAND ME FENESTRATION PRODUCTBE INSTALLED IN
A.L 010AL
ACCOMMCE��El��"T�ONSPECin�TIOMI��PECn�SUM�TESMD�ES�TONPRODUWSTOUU=N.
F, . .
�PLESOFRECTANGUI-ARLOADIW;
r
I-M
LOADING OF WRMCAL MULLION
3ILl.OFWNDOWSNOTAN,MIIORED
VmWA
11011
LOA[)INOOF��IMMUUUON LOADINGOFIfORJZONTALMULUON
SILLOI�WINDOWSNOTANCHOREO W� INTERSECTING WRTICAL MULLION
1 2ile
000io 000
'm 'o
Ow
0000i
LOADINGOF��MUI-LICN LOA
PANELOFHJNGSODOORlSNOT�UREDORAN0fORED WTHtNTE
�KESOF�uoin�mw�LO�l�:
IN
1 IN
I I //' cm� I I <�fl
[�mm�ll,�l.moeo*l0000
I us
E In
I qil
I us
E In
I qil
LOADING OF HORIZONTAL MULLION
PW
o
r
f
0-
1
0
PRODUCT REVISED
as aalmlPIK"vin
M. Fl.rl�
HR
NO". 17-0630.01
--
�pl.u.. D.w 0512W120211
LOADJNGOF (2) HORIZONTAL MULLIONS
LOAI)ING OF HORIZOMAL MULLION
LOADING OF HORIZONTAL
MULUON
-P
NOTES,
1
1) DRAWINGS ARE
FIN
I RERESENTATIONSOF�FIM
OONRGURA71ONS.
CONFIGURATIONSNOTSI-IOWN
MAYBEEXTRAIPOIJUEDFROM
THOSES14OWN.
2) IF T-fE LOADING �E �NOT
,,,�okly.L.YNAJ
BE DETERNIINED. USE
RECTANGUI-ARLOADNG.
,
3) SEE PRODUU8 APPRW� FOR
N.. 5=5
AMALANCHDRI=ATIONS.
Z
,A
'ell
LOADINGOF��M LOADING OF HORIWNTAL 01V IF
MULLION MULLION '�'LIYNN%JIN6.E.
FL REA 0705