HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
M IAMI•DADE MIAMI-DADE COUNTY
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRr1TION 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 aNOA 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 -bade County RER -
Pioduct Control Section to be lrsed in Miami Dade County and other areas where allowed by the Authority
Hayipg Jurisdiction (AHJ)., ;
Tfi!s NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Sectioti'(In 1viiami-Dade Count}) and/or the AHJ (in areas other than 1kiJami-Dade County) reserve the right
ia,l,ave this product or material tested for quality assurance purposes. If this product or material fails to
�erfQrnl 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
rOservgs the right to revoke tYs acceptance, if it is determined by Miami —Dade County Product Control
$ectioathat this product or material fails to! meet the requirements of the applicable building code.
is. product is approved as described herein, and has been designed to comply with the Florida Building
Gy*.yode; including the High Velocity. Hurricane Zane:
LE�CRll'TION: Series "SGbD-i70" Aluminum Sliding Glass Door ix / 90° & 135°corners —L.M.I.
... ,;
OVAL DOCUMENT: Drgwing No. PGT0130, titled "Series 7�Q.Alum. SGD - LM Impact", sheets
I ithrough 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and
se`iiledby Anthony Lynn Miller,.p.E., bearing the Miami -Dade County Product Control Revision stamp with
tj eNoiice of Acceptance number and expiration date by the Miami-Dade,County Product Control Section.
USSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
ry Wap series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noteii''herein.
EUP4iWAL.of this NOA shall be considered after a renewal application has been filed and there has been
,.lm ri.t
ri ;o� nge in the applicable building code negatively affecting the performance of this product.
�7`�RMINATION of this NOA will occur after the expiration date or if there has been a revision or change
In -the materials, use, and/or mbaufacture of the product or process. Kfitiise of this NOA as an endorsement
if�h product, for sales, advorhi ing or any other purposes shall autorrjatically terminate this NOA. Failure
f.;.<»a
a jor'nply with any section of tl)is'NOA shall be cause for termination and removal of NOA.
}ADVERTISEMENT: The NdA number preceded by the words, Miami -Dade County, Florida, and
Fojlbweii by the expiration datelmay be displayed in advertising literature. If any portion of the NOA is
3isplaed, then it shall be done in its entirety.
(NSP�TION: A copy of this, entire NOA shall be provided to the user by the manufacturer or, its
liiAutors and shall be availabie'for inspection at the job site at the request of the Building Official. '
rl'k,, A revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well -as
tPP: roY"a'1 document mentioned `Obve.
.,
the submitted documentation vViis'reviewed by Jorge M. Plasencia, PX
3 {!
f NOA No. 17-0420.
1 (I !Expiration Date: February 17, 2020
S�Irf r1 E pprovalDate: September28,2017
Page I
4
P:G-Tdhdustries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCEaSUBMITTED
_ r
'DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted tinder NOA No. 14-0123.10)
2. Drawing No: PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of,22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, -signed and sealed by Anthony Lynn Miller, P.E.
ESTS .
<: Reference Test report on 1) Uniform Static Air Presstre 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) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/1.6 and 06120116, all signed & sealed by Idalmis Ortega, P.E.
(Submitted undrNOANo. 16-0629.06) .
2. Test reports on: I Air Infiltration Test, per FBC, TAS 202-94
?) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
t= :. 3) Water Resistance Test, per FBC. TAS 202-94 - -
;t", z 4) Large Missile Impact Test per FBA:, TAS 201-94 '
5) Cyclic Wind Pressure Loading per.F'BC, TAS 203-94
'6) Forced Entry Test, per FBC 24104.2.1, 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. ) Air infiltration Test, per TAS 202-94
2)_Uniforrd 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.
€.i 5), Large Missile Impact Test, per TAS 201-94
z 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, FTI; 6025, FTL-6028, FTL-6031, FTI,-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 JuliwGonzales„E
(Submitted tinderNOANo. 09-0826.10)
_ Jorge M. Plasencla, P.E.
}-` P oduct Control Unit Supervisor
NOA No. 17-0420.12
;Expiration Date: February 17, 2020
-_` •Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
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-5t1
Edition (2014) and FBC-6`1 Edition (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.' i
QUALITY ASSURANCE
1t
1.
Miami -Dade Department,of Regulatory and Economic Resources (RER).
;r
E. '
MATERIAL CERTIFICATIONS
1.
Notice of Accelifance No. 16-1117.01 issued to Kuraray America, Inc. for their
"TrosifolJ L'ltraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on OY/08/19.
2.
Notice ofAccefrEnce No. 14-0916.11 issued to Kuraray America, Inc. for their-'-
" 3entryGlas@ (Clear and White) Glass Interlayersl'dated 06/25/15, expiring on'
OV0.4/18. "
F.
STATEMENTS
'
1
Statement letter of conformance with FBC-51" Edition (2014) and FBC-G'' Edition
(2017), dated 08(10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
Statement` le Iof no'fnancial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3,
Test proposal Nor° 16-0152 dated 03/09/16 approved`by RER.
4.
Lab compliance.' as part of the above referenced Test Report No(s) FTL-8717, FTL- -
8970 and FT1-81§,68.
G.
OTHERS
1.
Notice of Accei_tance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" A?urninum Sliding Glass Doors w(90° &1351comers -L.M.I. approved
on 08/04/16 ant expiring on 02/17/20.
1'
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September28,2017
k.
E-2
g}
J
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 E1S00.
C: DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN; ASD.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
' PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS SA 4.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT. -
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSVAFBPA NDS FOR
wnnllrnNRTktIFTIOM AND ADM. ALUMINUM DESIGN MANUAL. '
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;FTL-6001,FTL-6014,FTL-80'15, FTL-6017, FTL-6022, FTL-6023. 1)WHER UBSTMTECONDITIO QUIRE ANCHORAGE FROM MORE MN ONE OF THE ANCHOR GROUPS ABOVE,
FTL-6024,FTL-6025, FT48028,FTL-6031, FTLS033, FTL-6036 AND FTL-7554 CHOOSE CHORG TPPUCABHE ST LETTER FOR AL TABLES IN THIS gPPRQVPI
3)FO AN ELM PEFU-4 APPLICABLE
31 FOR SIBLOCK VAU MIN. AYA K H MIN D IN HOLLOW
i.
4)A CHORS MUST EOF MAYALSOBEUSEOINA MINIMUBLOCK M
OFF APPLICATIONS.
SIANCHORSMUSTBE OF SUFFICIEMLENGTH 50 TW1TA MINANM OF 3 THREADS E%7EN0 BEYOND METAL SUBSTRATE
- •ANM
ins•=
T=T
we•
Desod,1I (LIAnd Due Eabodn' m Intoned
1YAMEPoC0.INC. °
DESIGN PRESSURE RATING IMPACTMTDIG
SEETABLES1.283011 MTEDFCRLARGEBSMALL
SHEETS6,i 88 MISSILE IMPACT RESISTANCE
CODESISTANOAROS USED:
.2017 FLORIDA BUILDING CODE (FBC), STH EDITION
•201d FLORIDA BUILDING CODE (FRO), STH EDITION
•A5TM E1300-08
.ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION
.AWMINUM DESIGN MANUAL, ADW2015
.AISI S1OG-V
.AISCU6 10
GENERAL NOTES.............I
EXAMPLE CONFIGS..........2-3
GLAZING DETAILS............
4.5
ANCHORAGE .....................644
DESIGN PRESSURES.......
6-8
INSTALL DETAILS ............_12-14
ELEVATIONS .....................
15.16
PANEL 7 SILL TYPES.........
17
CROSS SECTIONS...........
18.19
PARTS LIST .......................
2D
EXTRUSIONS ....................
21,22
cERr. fi='AMRL.TCA9
POUIor
Group
i "
Aneh Type
_ ` -
.. Fm
-- 'P
F1cMemb Y
' !'
-subelmle
I I,
MI.. Ed .
Distance
Min. O.C.
Mean..
wn
Embedmentor
Mehl iNckne®
A
". k121041 SMS, r> _
)F,•60 k_I F,rT05ke)
612410S95M
(F� i0ksLFe=110ksI)
Same. Plno (SOP 0.55)
8118°
718°
1-YB•
! BOBbTSANmineo
SIT
0I16•
0.000-
NIV,:
- -: 0.050•`^
GL 33 BtwI etW
Y6°
9110•
0.04S(18 G.)
1M' Dco AgpreGatoW
Fa=ST ksi, Fe-96 ksi
Al
Caneme m1n. 223 ke1
PW
3"
1-Y8•
Jamb/P-hook
FIIIed Black AST M
Y
3"
2'
Jwnb/P4wok
Hollow Bloch (AS CgO
2°
]°
1-V4"'
AI
Southern Pme G=O.ES
1'
1-
1-Y6
B
112 Steel SMS(Gr. 6)
VnN. c131hleeaa bYoW
melts Owners
All
5culhem Plne(50.455)
SIIB•
71B•
14W
� 646Yn anftorn
LB°
911W
. U:0S0•.
A3B Steel
3/5•
Mtb°
(LOST
Gt. WSmeI SIW
W
9I16•
0.045.18 Ge
C
1/4•Ek4 UItraLlow
Fy155" Fe l"IuI
All
Cenc2m(min. 2,05 ka0
V
4•
13w
Jemb I P4mak
Hcilow Black IASW CBO)
1°'
fi•
14M'
-u,
,Fa-155 kci, Fe11
NI
Content Iola. 285ka0
24tZ
4
1411F
Jmb/P41ook
F.1.. Beck ASIM CBO
2-12•
4'
141
Jamb/ P hook
Hallow Block SW C
2412-
6•
14W
41095i Elcs 6RNFie70
- fr=121.4 kal, 0. Ye9A ksi
He I'.
ConaMto MIA.J35IDI
4•
PY4•
b)P-book'
4cruele min. ].35 ks1
1°..
bs
T414"
J E/ P-0ook
Hollow Block AS1M C80
T-02"
B"
1.1/4'
All
Southern Plne G•0.94
1°
1•
1-Y9•
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,
USE ONLY
MNMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET
FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
v 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
REVISED
er
3)WOOD BUCKS DEPICTED AS 1XARE LESS THAN
PRODUCT
p1 In with the Florian
BUAl-N. �e�
ITHICK.
OPTIONAL UNIT IS
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL
PROPERLY
NOA-Ne. 17-0420.12
K
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2XARE 1-12" THICK OR GREATER. IX AND 2X BUCKS
Eapirauen Date 02/17/2020
m (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
BY
LOADS TO THE STRUCTURE, BUCK DESIGN AND 11,151 LATIONIS
Mla - opmaectcentro
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
"-)T-�RQ8T0 BE REVIEWED. BY THE BUILDING OFFICIAL.-
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLO RIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
al ll all /
NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT,
`;�Ya,O NY LYN/V '..,
TH ., (DONE BYOTHERS)IS
,......-, ,h
ENGTHSI
NOT TIGHT
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
SUPPORT E ENTIRE
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30p FELT PAPER OR MASTIC IS REQUIRED
=*: No. 58705 -
BETWEEN THE GROUTANDWOOD SUBSTRATE, ORAS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
1 w 22 I POT0130
MAX. UNIT WIDTH
NOM.PANEL WNTH"'
PER TABLES 13
MAX. UNIT
HEIGHT
PER TABLES 13
(NO PER TABLESWIDTH
13
i
CONFIGURATIONS NOTES:
1�ALi CGNFIGURATIONS SHOWN ARE ALSO ATHJAMLEAS
POCKET CONFIGORATIONSAT EITHER OR BOTH JAMB
c' ; IdAX UNIT WIDTH t ° t 160NATIONSIISINGDETAIL JW',"Jc".'"KW"OR"Kc'INSTALLATIOP c _c
t ' EXA i' t MPLE t4FANEtXXXX IN POCKET (p)CONFIGURATION CAN BE -
III'^ P•'1 'FZ5 p,pXXXXO�XXXXp O)(XXINPOCKET CONfIGUHATION
k . INOM.PANELWIOTH,I �
" PER TABLES 1-3t {!CANBEO)OXP.
Z—i
id
I'` gg uo-1
.
RATlONS
— MAX. UNIT WIDTH —
1
1
I
2j80°8135°CORNER CONFIGURATIONS CAN BEA COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
dh
PAA%.
% o
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
HEIGHT
PER TABLES 1-3
I / 9
/
to i w
•= OPERABLE PANEL,
X"
•O' BLE PANEL,
k0
ii
OKET
DETAIL LETTER
_i� f__J
rX^W'= WOOD OR METAL INSTALLATION
2-PANEL
mil/ °c'=CONCRETE INSTALLATION
CONFIGURATIGNS,ts
L—SHEET NUMBER
Y �
MM. UNIT WIDTH
'. DLO WIDTH & NOM. PANEL WIDTH w-
OLOHEIGHT=DOOR UNIT HEIGHT 1012W
NOM. PANEL WIDTH
A01
PANEL HEIGHT =DOOR UNIT HEIGHT 1.866"
PER TABLES I-3
I
t9 t 1 Ha ,UNR t
A.
H GHT
19 ilp. gk'g P
jyp TABL S\7-3
/ / PoLKEI IXXb
NOM.PANELWIDTH
"i g--j' "•J`-
'
-
u-ffzABLES 13
-
1 1
MAX UNIT
HEIGHT 1 13
L
,
PERTABLES I3
/
5-PANEL CONFIGURATIONS
r
to ,e ,9 1 t ig�a
v laarEr i m
4-PANEL CONFIGURATIONS
t 1i t
--^II
MAX. UNIT WIDTH
WIDTH
NOM, PANEL WIDTH
PER TABLES 1-3
...
I I
MAX UNIT
/ t
o � 5
gg0
HEIGHT
PER
/ t
/.
m / A
/ 5
lu
TABLES I3
18
Fs
pwc 0
EX1EK OR
c r. ar rune
CORNER TYP.'
(OUTSIDE CORNER SHOWN,
'RIES 770 ALUM. SGO - LM IMPACT
—.
scoaro NTS 2 + 22 PGT0130
A
PRODUCT REVISED
plYyin9 wuh the ri.,Idp
Bu11CIn8 Qo4o
NOA-xe. 77.0420.12
E.plmtron onto 02117/2020
T
N0.58705 r
73 C (
P '•.
O�•., Sr r88F
AAYMINILL &P.E.
P.E059J05
EXAMP. LE CONF
NOM PANE41
PERTABLI
MAX. UNIT
HEIGHT,
_
96" OR 120'
NOM PANEL WIDTH
PER TABLES 13
MAX.. UNI,
HEIGHT to
PER TABLES 13
WIDTH
=S 13
LI'
MAX. UNIT
HEIGHT
PERTABLES
NS..... .s
MAX TESTED UNIT W
3557I16 @98'H51
I - - CONFIGURATIONS NOTES::: :.
i I1)'ALCCONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
° LOCATIONS USING DETAIL"JW,"Jc","Kw"OR"Kc° INSTALLATION.'•'
1 Y 7 13 2 a f EXAMPLE 4-PANELXXXXIN POCKET(p) CONFIGURATION CAN BE
pXXXXp, pp%XXX OR XXX%p. OXXX IN POCKET CONFIGURATION
IF CAN BE OXXXp. 11 i W � �2) 9C° 8135" CORNER CONFIGURATIONS CAN BE COMBINATION
I� 'I� / 12 N OF ANY 2 STRAIGHT CONFIGURATIONS.
.L% ""' ,s - / ly gk 3) FOR NOM. PANEL WIDTH, SEE TABLES I-3.
OaaR "X-- OPERABLE PANEL,
/ / / / _ PocrcEr "0"=INOPERABLE PANEL,
�1_1.J- �'p._POCKET
6-PANEL CONFIGURATIONS
-�•� 3 F—DETAILLETTER -
- - ' MA%: 11NIT'^.':UTH --�. - s•Ox ,,� ° - OMCRFT METAL INSTALLATION .. .. '
KO °c CONCRETE INSTALLATION
SHEET NUMBER
13 1 3 3
J J= DLO WIDTH= i Yas to i s to 1 1 1 i�&Q NOM. PANEL WIDTH
DLOHEI=0 ITHEIGHT-
1
12
PANEL HEIGHT -DOOR UNITHEIGHT
-1.e6
fi°
POCNET w �y
I
7-PANEL CONFIGURATIONS PRODUCT REVISED
1 1 13 1 PilYing9 ith the Florida
Sold oil GOtleW
NOA-Ne. 17-0420.12
MAX.UNITWIDTH P lialtlan Data 02/17/2020
I
1a 18 1 Ya 1a 1 1 jo�Q
I�
-
8-PANEL
CONFIGURATIONS
w
=# j t
3 t3 3
�No.5B7o,
la]alEG1NOLOavvRNE
N.N1eE,a75
cpiON"
EXAMPLE CONFIGURATIONS
:.EHcocnun+. raazee
SERIES 770ALUM. SGD-LM IMPACT
OI�NAL\E\\1
RANGES iHASSHEEi
tie�.ste'
1
O
w u.0 u++oa+
aw.�m NTS 3 s22 PGT0730
roe
C
A. LYNIIMBIRRE.
P.Ell saios
'a.J
LAZING•DET,AILB G3 G3 G4.G4A,.135 &G5 A
„
..
1.
ill 6". NOW/`�' ._•.'.6
7/16 NOMy
`1. NOM
. ...'
.•
6CASS
;.._.
HS GLASSY
"I~
3116` HS
—
090" PVB—
PVB
.000' SG
3flfi" HS GLASS
.090"
3/16' HS GLASS T4
3/16" HS GLASS
vd
3/8" AIR SPACEX743116"
b28S
T GLASS82
314"NOM.
EXTERIOR
SW NOM.EMERIDR GLASS
BITE
1244Y)GLASSBITE
FJRERIOR
...
56
)4
-_
7116" LAMINAT TYPE G3
7/16" LAMINATED GLASS, TYPE G4.
1" LAMINATED I.G. GLASS TYPE G5
9116" NOM.
9/16° NOM.
1"NOM.
3/18" GLASS
...
1 /4° HS GLASS
1/4' HS GLASS
,090" PVB
09
PVBk3/4"NOM.
'090" SG
3116. 115 GLASS
.090"
114° HS GLASS
1!4"HS GLASS
74
6I18"AIRSPACE Ta
1!4'TGLASS
PRODUCT REVISED
83
82
with the Florida
83
Du04,n91COC
3/4"NOM.
3/4" NOM.�plration
NDA-No. 17-0420.12EXTERICR
EXTERIOR
GLASS
12a12
Data 02/17/2020
CrJ
B 1
BITES
Mya t
EXTERIOR
/ i m Oa tluc Control
pl
55
9/16" LAMINATED GLASS TYPE G3A
9/16" LAMINATED GLASS TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
i
m
j
A1;' IICENBf'�C��'i
P F
GLAZING NOTES:
°ANN`=ANNEALED
'HS'=HEATSTRENGTHENEO
'T'=TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
�$��:�(1
AGT',•
°PVB"=.090' TROSIFOP PVB BY KURARAY AMERICA, INC.
fmo TFcxNOLoavoRrvE
N. vElwoEft4495
^ °
GLAZING DETAILS
Sin
:CCS'......lo?..'�2�:
1
SG"-.090' SENTRYGLAe BY KURARAY AMERICA, INC.
ryOlreo-rsod
$�
/�/'//
ae
SGD-LM IMPACT
OI AL ENG��
m n°. w,e„.,:
A. M!5117 C NO MANOES MIS SHEET.
cEftr ovnum.xn2ae
SERIES 770 ALUM.
uuw,xt� ^� me' a.+'-afa ^✓
11 WW
A. LYW:IAILLCIt`P.E.
e=mw oW m"a.e• p.z
�y�p m,f
30dJM NTS 4 -22-PCT0130 C
REAbe705
JR iCnO/f4
- '� p
-
GLAZING DETAILS (G6 .G6A G7 ISM, G8 & G8A),
7/18 NOM - -_ 3/16" ANN GLASS. 1 NO-M. • ...
I:F.I ,..
3/16"HS GLASS - 3116'ANN GLASS ,p90°SG
.090° SG
WIT HS GLASS .090^ SG 3/16°ANN GLASS
3/18'TGLASS 3/16"A NGLASS ]4 318'AIR SPACE I ' 74
3/e^ AIRSPACE— 74 3/16^ T GLASS
AOM.
12412] 3GLASS aSS tza-tn GLASS
E BITE
6RE EXIERIOft
E%iEfCOP a
� J 79 9L
-
-
ILLAI.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
1' NOM. 9/16- NOM. 1' NOM.
3/16' HS GLASS 3116' ANN GLASS
,090' SG 1/4' ANN GLASS .090' SG
3/16' HS GLASS .090' SG 3116" ANN GLASS
5/16-AIRSPACE 74 1/4'ANN GLASS -i4 5/16-AIRSPACE— 74
1/4'7 GLASS1/4
TGLASS
PRODUCTREVISED
'WI
03
8.11d1n9as 1eotle"rrlM1 lM1e N.M.
Na".. 17-0420.12
W
314'NOM.
124-12
E1opi Ion Date 0211712020124-127
GLASSBITEEXTERIORY'
A
TB
�
1" LAMINATED I.G. GLASS TYPE G6A
9/16' LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS TYPE GSA
r1r]�]
`l1111111
:
Z * : No. 58705 '•11 `
GLA2INGNOTES:
'ANN"=ANNEALED
-'.�0�'•., �-
'HS' =HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
5 OP/�
'T' = TEMPERED
^PVB=.090-TROSIFOe PVB BY KURARAY AMERICA, INC.
!ero]EcrmwnaroNrve
N. vENlce,natz]e
"-°�-
GLAZING DETAILS
'F'e<ag10P-
O /
GNAL EN,�`
'SG'=.090' SENTRYGLAEF BY KURARAY AMERICA, INC.
1y404euleoo
h
SERIES 770ALLIM. SGD-LM IMPACT
JR ] C NO cnANOES W's SHEET.
c Rr.OPAurq sroTse
acn
".noun ^. • o✓ew x".
A. MN MILLER, PE
a.m.
ro'..n,P91n
®
SO mo NTS 5 • 22 PG70130 0
P.E.4wm
landw
.sa
\ TABLE 1At
. '�: Design Freseure (DP) and Anchor C7BanliRes Reglihed : ! c
, 1 Maximum 0$tor all sizes:
d t1 (far all apprD - rMgurallons oh S2 & 31) I
- +6q1 60 psf
I Fbf camera _ O'a 135 Eom rLnits seodheet 11
(May be liml dby Table lA)
-
"��Glass
Types 3
RM
W"
BPA,
0 A BA end
73 7/6" DLO
79-7/B"DLO
ai Types sham
aw
-
Anchor Gwup
Anchor Gmup
Anchor Greup
AncMrGmup
q
&"
-C
D
A
B
C
O
A
9
C
D
A
B
C
D
Hame6lll
04+1
C4+1.
CA+
+1
C4+1
G+
CA+
_ +ty
rA+1
41
CA+1
CA+1
CMi
CA+1
G8
241
17- DLO
Jamb
..:g
8
B
8,-'.
0
8
8
e
8
e
B
0
8
0
8
7+6
8
0
7+8
P.hbak
6q
6+7
8+7
6+7
7+8
]*B
]+B
7+8
7+8
7+0
7+8
7,9
7*6
7+0
HeaNBYI
C4+1
04+1
C441
C4+1
U11
C4+1
01+1
(I4+t
C4+1
CA41
I C01
CA+1
04+I
C A
04+1
C4+1
f30'
DLO
Jamb
B
B
:k
0
s
+
P4wak
6 7
.7+8
7+0
7+8
7 8
F-
8
]
741
7+8
s`
He NSIII
e+
G1+i
5:1+1
+
"CA i
� Ol-t�
ft+f
CL41
CE*1
Ca i
X+
I _GA+i
1
6 1
C'•
CA+
,,., i
UIt
it
Ca+1
G4+1
3G
B
tl
0
e
8
0
tl
8
0
f
H
DUOJamb
,8+']
I j{+7...
-
6a7
',716
7 B.
]aB
7 8
I %:u
1 lid a4
/+e
i 6
/ b'..
U1
7Y9
C4+1
].3
CAM
-G'r'r'4A1
L55
Gs•x
4'
1 .3'
'DB.'
:Ifl
8'P
B'
8
fi
L
8 B
_.:0
8
81
B
8
8+)
eq
B+T
e+]
+8
7+8
7+8
Ise
1 7+8
11].0 1`i+e
1 1+8
7-6
7+a
•FB
7+8
sack/ '1
C4a2
Cd+2
tF+2
Gi+2
04
201
GI+2
i
G+2
C4+2 CI42
C4+2
C4+2
C4+2
U+2
G+2
40'
Jemb
8
B
0
B
0
B
e
B
6
0 B
0
MO
8
e
e
DLO
6a9
]+8
7+8
NB
]+8
]*0
]+8 7+0
]+B
7+6
7+8
7+8
]+8
Sill Heightto Mall. (+) DP
(Water Inbltraflon Rating)
SIII Riser Heigh)
(+)Design
(Fiat ar Box, see
Pmssure, psf
Flush-1-112"
see note 3
L -
46.67
Medium -.1J4"
+
+ 60.0
SEE NOTES 1-3
OHLENGTH I+
K
[ � OH RATIO a1
c o
D
L
FOR EXAMPLE SING-rABLt, sec snot 1 a._
OH RATIO = OH LENGTH
OH HEIGHT
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2A2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS
USING THE 4-SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
DLO WIDTH=
60.0 PSF MAX. WHEN
TABLE to
NOM. PANEL WIDTH -7"
3) W, 3-lA-AND 2-1 `2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12" SILL IS NOT AND MUST
WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
DLO HEIGHT=
PRODUCT REVISED
ONLY BE USED WHERE
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE
DOOR UNIT HEIGHT -10.125"
s mplylne witM1 lha plorlae
emimnG sae
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
NOA-No. 17-0420.12
4)SEE SHEETS I0-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866°
expbatlon Dab p2/171202p
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
ey _
wl
M111am DonWl
-
- ^�•'
•
Si4ieAtAstrage
�e ,�tilN;:v.
135'Astllll
lbdulde G'
Interlock
Phobk -
I LON stde @Jamb
Assembly
strz gh[Astra ar
Assembly
90'Astmgal
Assembly
•136'Astragal
Standard Stiles
5tandar65tile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Hesq tuty Stile
Heavy-duty Stile
Heavy-duty Stile
Standard Aseragal
Outside C me(1 '
t-Fl
Outside
Cem
Inside
Comer
j
L-`�!-.((-,
Insider
I
•�=A--`�
Darner
Inside Comer
Carrier
Corner
Part B601x21
Pan 460
Part 160
Part p60IS[ile)
Part p6](Attrxgal)
Parte60
Porte 181Cerner
Partp11910ut.)
Part p120 (In.l
parts U31(&t#32
part 461
Receiver)
(Corn.&Fxd Mount)
CER].O AM, knees
6 + 22 1 PGT0130
\1111I t .I I I/„I
J �•'' LW EN ��(77;
No. 58706
.p N n7E'bf r••W��
�(Cip Omni, NG�C��:
i.,, NAL 0,1's
I'll I A.LYWMIUMPE
Ps p 58705
TABLE2.. .
M sc^» 1 t •(-- '°Design P705§'Lre(OP)Bfitl AncFur QaaniHlBS Re'qulretl s(fortfllapprowdconfiguia11o0s drt8heeisR&J) > - -.'
-
Maximum OP focal sizes: +601-fi0
,.L:;: I- s r •=4' koreomer iabagal anLhe 'on 90' Ori]5'eombrunU see slMet ll '- ''1- ') i
(May Be Omlled EyTeble 7A)
00
120
iabf@APP�a¢l@01O Typ¢ 4 4AY'
/e.9A.7"7A BABAsea B]d -
sec
69 IB
.,
DLO'
l
]OTIB°
L
r !
96
BS>IB
pLO'•
_ OZ
0i B'pL0
.
±'
81]IB
DLO.
-
103 ]/8'DLO-`-
0&]l0.OLO
Typesihe+n.bel0 .
"Anclgr
Gmup
chef
Gmu
!,
O6or
Gmupr
-]"
chor,GmO
`+
I'
Amhor
csc Pp
'••
Amber
row
.
"A
AaehOr
GmuP
"-
AnohorGmup
801a/AiWpi
A-
B
C
❑`-A
'8
C
D'
A
B
C
D
A
8
C
D
A
B
-C
D
A
B
C
D
0
I C
D
A
I B
1 0
D
¢e 991
♦
+
GH
Gaf
N
G+1
at
U+f
G+
04a1
U+1
U+1
N
G+
r1
p4+1
Ga
N
H
Uat
G+1
H
fA+1
G+1
G+1
GH
+1
U+1
U+1
G+1
G+1
UN
Ir
8
6
B
B
8
0
B.
8
0
8
8
8
0
0
B
e
10
10
to
to
10
10
10
10�
to,
10
10
10
10
10
10
10
2d• Jamb
&1
NB
AB
NB
>+e
]a8
7ae
]+0
NB
/aB
7+8
1+B
]a6
8+B
8+0
8+9
8+B
0+9
8+9
6+9
&9
9+10
9+10
9+10
6+11)
9+10
9+10
9+10
9+10
P-0oeN
6N
6+i
6+]
GH
Gtl
G+1
GH
G+1
G+1
GH
G+1
G+1
GN
G+1
GN
UH
GH
G+1
U+l
U+1
Grl
GN
G+1
G+1
G+1
G+1
GH
U+1
GN
G+1
HmNSO.
G+1
GH
f±+
GH.
G+1
8
10
10
f0
10
10
10
10
10
10
10
10
1s
10
10
10
1B
'3P DLO Jamb
B.
0.
B-
B
0
B
e
0
0
B
B
e
8
8
e
"B+9
9+10
Ba10
9+1a
0.10
pd
&]
0+7
&7
&T
T+a
]a6
]+8
]+8
Tao
7+0I
AB
T+B
7+8
ta8
1+8
i+8
&9
0+9
8+0
B+9
&9
a+9
&9
&f0
&10
&10
9+10
7
HeaN5i9
GN
Uat
GH
Uat
G+1
Grt
U+I
UN
G+1
G+1
U+1
U+1
G+1
Gat
UN
GH
G+1
GH
G+1
Uat
Gat
G+1
dal
G+1
CA+1
U+1
G+1
1
CP1
Gal
C4+1
G+1
0
B
8
B
8
B
a
0
8
8
B
5
0
a
10
10
10
10
10
10
10
19
10
10
10
10
10
10
10
10
06' aU hmb
8
8
7+8
7+5
T+8
7+8
7+8
7+8
7+8
]+0
iae
•-d
>ae
]+e
B+9
0+8
0+9
B+9
&B
a+e
8+9
&e
9+10
9+10
9+ID
0+1D
&10
&10
0H0
&10
PJpok
HeaNSII
6q
GN
&i
GN
&T
Gal
e+T
G+1
Gal
UH
Gal
GN1
GH
CA+1
G+1
U+1
U+1
GN
UH
U+1
UN
UN
UN
G+1
G+1
UH
G+t
GH
GH
Gat
U+1
1a
B
8
8
8
0
B
8
B
e
s
0
e
B
e
' 6
8
10
10
101010101010f010f0a+]
dT IXA Jamb
7a8
T+8
ae
7+8
]+B
h0
A+0
7+0
)+e
AB
8+9
B+B
&9
8+9
B+B
&9
8+0
&e
B+10
B+10
9+10
Bl
Gel
B+T
Gat
B+]
Ga2
8+7
Ur2
7+8
G+2
7.1
G+2
Ga2
G+2
G+2
Gr2
G+2
GN2
Ga2
Ua1
G+Z
G+Z.G+2
Ga2
U+2
G+2
i&i
G5+2
U+2
G+2
L5+2
C5+2
C8+2
m
E7.124,
4E
.B
8
e
0
0
B
B
'0
8
.N
B
10
=_e+9
f0
10
10
10
10
10
10
12
10.10
@+tl
&9
'i•+9
'&9
B+9
0 9
0+e
9+10
9+10
B+ f0
-
0
'Jamb8
. P-0Oom
+�'8+7
-&]
-&7
4+6
.7+8
•ik0.
`7+9
iae
-7+0
T+B.::Ae
=/aB
3+0
Tro
/ ¢
H¢aN5111
L4+2
Ua2'
G+2
IX+Z
fA+2
G+2
Gr2
iA+Y
G+2
G+2
G+2
01+2
G+2
Ga2
... -
54'
DLo
Jamb
0
8
0
0
e
B
0
B
B
e
f0
B
0
0•
Not available in these sizes
PAo@k
&]
8+]
B+T
&T
]ae
]+B
AB
]+8
t1+17
]a8
]a8
H8
1+0
]+B
7+0
Poadaill
Ga2
Ga2
U+2
G+Z
U+2
G+Z
U+2
G+2
G+2
U+2
Gr2
G+2
UK
Gr2pL0JvnB0
B
8
0
8
10
e
8
e
PMON
&T
0+]
&]
B+7
PB
>+8
AB
T+8
]+8
7+0
7+0
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.1/4' SILL.
MAX WHEN USING TFE 3-1l4• SILL TABLE 2A:
2) WHEN USING THE 2-1/2 SILL, POSITIVE WATER DP IS 46.67 PSF
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A
3) 4', 3-1/4' AND 2-1R' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12-
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 1044 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY W ITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED,
TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
SIR Height to Max. (+) DP
(Waterinutratlon Raifng)
SIII Rlsor Height
I -) Design
(Flala Box, sea
Pressure. Psf
shoat 1])
Flush-l-1/2°
see-nole3
Low.2-i/2°
+46.073
m-3-
Mediu11T
+80.0
High -4"
+80.0
6) JAMB ANCHORS ARE SPECIFIED AS THE SEE NOTES 1.3
INSTALLED.
NOM. PANEL WIDTH -7'
DLO HEIGHT =
�_
DOOR UNIT HEIGHT -10.125•
OH LENGTH
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866'
ofOH RATIO a1
PRODUCTREVISED
O
BAIJInpCandowith the Florida
NDA-NO. 17-0420.12
Expimlion Date 02/17/2020
OH LENGTH
uti mrlO= Ommm- a ronTrei-
H HEIGHT
18 & 12 FORASSEMBLY DETAILS. -_
-+ R-
-
Straightmbly ti
Loc'imw ..
90'Astbly
-
3A
Interlock
P-0ook
Lockstile Rlamb
Assembly
Straight Astizgal
Assembly
Sw Asle .
90'Ashagal
Assembly
ernblyl
35-As1le[
136J Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavydutyitile
Heavy -duly Stile
HeavyEuty Stile
I Heavy-duNStile
Heavy-duty Stile
Heavy-duty SUle
Heavy-dury5tile
Standard Astragal
Outsltle Comer
OUWde
Inside
Corne
,
ILJI
,•�a�
—rew�
Inside
�rner
Cate:
a�
Inslde Comer
Corner
PartB61 (x2)
Part 461
Part461
part B61 (Stile)
part96](PSImgaQ
Partp61
Part463 (Stile)
Partpse (Comer
partg119 (Ou[.)
Part N120(lu.)
Part 961(Stile)
ParKN31&k32
Part 961
Receiver)
(Corn. & Pxd Mount)
No 58705
u
CERT. WAVTH0Bz96 JtKICJ//U/LLUIVI.JU✓-uO Bnt"n@i 1 'r/If�''1111
�.yymo m o T ar.we ei.e A+"++w ^'• A. LYMI�ILIEtt
_. ___ scw7o NTS 7 +22 PGT0130 C PFase7as
TABLED:..
h'..I•DBsIgn PlessUrojDP)al(d Anc7iorljuanBtl'esRequ(retl(foraiP6pprovadcaritlguiatlohs oh Shgelsi 83);
Maftilnum DP 6howlr`tiel0w '
Cpme(astiagalanchae9a an 90tor 135s iother Volts: ode ahr-'dlN c, r=",' •'. ._(_
'•' i(May bar limited by Tdble 3AI
TaUe eppl(w to Talent ryas q; 4A
fig' 94
90
108
' 6. tA:'7,dAa0:A at analllea
6 -]1B° p O + TS7IB pL0
--7 -]IB-0 D - I :`B6d10 p C r
+B ]!a f'
SRe/Aetmgal typos shown Debw'
.,
Anchor Omup Anchor Group
-Amber Group Aneror Omu
- Anchor Gmup
Anchor Group
A I B C 1 D 1 A 1 B 1 C I0
L-1 B O D AI B I C I0
A B C D
A B C D
ds nPresture
U+1
C4+1
C4+1
CIl1 CIh1
201
UN
U!1
UN
UN
UN
UN
C4+1
Ua1
CAN
UH
C4l1
UN U+1 U+1
Ual
Uat
U+1
C4N
24'
IP
INO91
0
e 0
B
B
B
B
B
0
0
0
B
e
B
10
ID 10 1D
t0
10
10
ID
DID
Jamb
P400k
8
6+T
B
6N
fitT
81i 7+8
7+11
7+8
7+0
7+8
7+0
J+B
7+0
7+0
]+B
]+B
7a8
8+9
819 6+9 1 8+9
8+9
8+9
a
9+9
Osayn Press.
+/-pU.O I
!1-02.5 Pat
H480
PST
23°
H.&Sll
C4+1 C4+1 L4N Uat Uat
U+1 UN W1 UN Cott U+1 U+t CA+1 C4+1 04.1 U+1
UN CM1 C4+1 U+1
Uat U+1
04.1 C4+1
�°
0lD
Jamb
B
8
8
e
8
8
B
B
10
8
B
8
10
8 'e
0
10
10 10
10
1D 10
10
10
g
P-rook
6R
6i]
6+l
6N
]+B
7+B
NB
A8
7Y0
7+B
RB
,.e
NB
HB ]a8
T+0
8+9
8+9 8+9
8+9
619 8+9
8.9
8+9
3
Cea nPreuure
+A90.0 /
+/A2.5 of
+f-]&0
sl
29'
11SWIS11
C4+1 C4+1 UN GN CAN
U+1 U+1 UY1 U+1 U+i Ua1 0M1 C611 C5+1 Uat U+1
C5+1 CSfl Ca+l Ua1
CSN nI
Cd+t C4+1
DLO
Jamb
10 8 6 e . 10-
e 0 B 10 8 6 s 12 to .e 0
12 10 10 10
10 t0
20a9
10 BI
_
&hook
6+7< 6+T 6+] fiaT AB
]+0 ]+8 7+0. 7+8. 718 7+8 7+8 e+9 �B:"0� -Ba9 019,
A 6+9 B+9 I',
Bag
0+9 Big
DesNfi rare.1
- .. ,-_'
+/.70UFa/'. c. f.. '..: ,` 'i+c_._""-:f
.+itl20 a1„_.I•
..-
O Psf
�.w:.
°
HeeN5111
L4+2 l'A+2�C4+2 GH2-L4+2
PAas C4+2 l•A+2 CB+2 fd+2' 0042 C5+2 C5c2 C5+2 05a2 (5+2
C5+2 C5+2 CB+2 C5+2
Cb+T C5+2
C6N C6+2
OY
Jamb
10 9 8 0 10
a B B 12 10 a B /2 10 B a
12 10 10 10
12 10
'10 10
DLO
P-hook
7a0 7+B 7+8 7+8 7+B
]YB Ae 7+8 8+9 8+9 8+9 B+9 0+9 8+9 0+9 B+9
8Y9 0+9 0+9 8+9
8+9 B+9
8+9 8♦9
Oesgn Pressure
+/A0.0
PSI
See
mur,
i
w
+l412.6
ps1
+f`b.0
PST
41°
HeaN501
C5+2
C6+2
C4a2
U+2 CS+2
C5+2
CSa2
C5+2
C0+2
CS+2
C5+2
C5+2
CD2
On?.
+2
C6+2
C&2
'b 2
C5+2
C5+2
C6+2
C6+2
C5a2
C, 2
�°
DLO
Jamb
10
B
e
a 12
IIT
B
8
12
10
B
6
14
12
e
8
14
12.
f0
10
14
10
10
10
P4nok
70
AB
Tab
].. a+8
aa9
8+9
en.
8Y9
8+9
0+9
Bi9
9N0
9N0
+13
9+10
9N0
9N0
9N0
9N0
9N0
9+ID
9a10
9+10
Ivvmr\.rrouv ror r..nvi..a.,.rr.a ,.. .... .. •...... .. �.. _.. __.____.
EXAMPLE ON SHEET 9
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. DLO WIDTH=
2)WHEN USING THE 2-10 SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER NCM. PANEL WIDTH-7'
DP IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER OP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A. DLO HEIGHT=
3)4%3-1/4'AND 2-1/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1/2' SILL IS NOT AND DOOR UNIT HEIGHT - 10.125'
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAYBE 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.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE. TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
rin...... n.e nl,ln c.ar,o 1n a. 10 Lr1G GFCFRIFI V nFTAg.9.
T IIL FULI.UWINU J11LC4
HJItWI•I\111rca.JnnVl
or�,i.•�v.
v......... ,..
Stralgb[Astragal'
•• ....•• .. •.....-.--.
-. Lackatik EB.�,
90'Astragaf-
90'A'
LocksBle@
335'Astragal
- Lb
Interlock
P-hook "�°
Lacksule@Jamb
Assembly
Straight AsOagal
Assembly
90'Ast2gal
Assembly
135'A15ragal
95-Astra
Heavydury Stiles
Heavy_duty Stile
Heavy-dutyStlle
HeavydutyStile
Heavy-duryStile
Heavy-duty Stile
I Heavy-dety5Ble
Heavydu ,bale
HeaWEuly Stile
Heavy-dutyAstragal
Outside Comer
Outside
InsIs
Come
I PI93V$�
�7
LrY�-I- 1�1
_
-'nor
Comer
Inside
Corner
Outside
e�JJ
Inside Cary I 1
Comer
Part g6l(x2)
Part p61
Part p61
Part 461(Stile)
Part #68 (Astragal)
par[p63'
Pan pal (501a)
Partp138 (Corner
Yart p179 (Out)
Part 4120 (In.)
parts pal(&932
Partp61
Receive,)
(Corn. & Fxd Mount)
W1/4941900
LEBr.(FAUN[ OR36a
J®
I sco-n0
I NTS 1
8
+ 22
TABLE 3A
'SIIIHeI htto Max*)DP°
(Water brilliance Rab'ng)_ ;
eight
a..
)"
L)Ceaign_,
Ptassure - -
72°
N
sae note3
1T
+46.67
.1/4'
- 0.0
°
+90.0
SEI: NUI t�S 1:1
\ r
S
Y -
6H L•cNGTH ' ice-- - -
LD O
s (3 OH RATIO aI
O Oo
L
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
6s complying with the Florida
ulldfn9 code
NOA-No. 17.0420•12
Expiration uate02/17/2020
as, r No. 98705 '• P
A. LYW MntER PE.
NOFRAME 9 10 PHOOK ANCHUFU1b'L,UNsaIa Ul - SEE"CS CLUSTER
SEE - } SEE CS CLUSTER, MAY. IJNIT'WIDTH _ C5 '(5LUSTER DETAILS, DETAILS,
RAI STRAGAL 10. -
JAMBr r I (9Y,:H00�$ANCHORS Ti.
L SPLICE, REQU)RED at x iPERPENOICULAR TO GLA55 _ pETAILS SHEETic", FOR 1 "I 1
f; NOTE I -EXTERIOR pLANE)SEETABLEZ SHEET7 I INTERLOCK REQUI(2ES"C6 SHEET 70EOR INTERLOCK 24 MAX O.C.
M1 POCKETS 6AND ! I '+46 NOhj CLUSTER,. SEE
THS' P DETAILS, SHEET II
SHEET T Lx,. - SIE`E POCKET` t10)P HOOK f+ :x` PANEL WITHX. / I x
INSTALLATION, aADAPTER a^MAl(.1 (-
THIS SHEET ANCHORS MIDWAY �� lo' L-r VA)' �xx xx x i
&SHEETI4 BETWEENPHOOK f I 4PAIRS OF
+ ANCHORS SAT3 °. .-+FRAME 1 ANCHORS
FROM TOP& 14'M4x oa l0i AN11R!RS OV x (TOTALS
BOTTOM I I o UNIT 1" VAX ANCHORS)
4.057°
"MAX.TOOPENING Igo I® ° HEIGHT O.C. PERJAMB
z O ®=P-HOOK
EDGE OF POCKET SEF �g A ANCHORS x x� DETAIL
INSTALLATION E a a{ —
DETAILS 'Jc'&'Kc i B i 1 -T mO=P-h UCK BELOW) II
END PAHE„l, SHEET 148PART �D ��� °� .9 MOUNTING
.. AN SHEET,
- OETAILSV.&' Ixjy 1 I ,Io, a•Mtie. ADAPTER
MAX: ^-- -(2APCHORS)} SHEEP 7fiFOR �r Ilo "ANCHORS i ` -
O,:'^ P-HdOri a"IAA%. - x x ..
ANCHORS x k z x END PANEL
ANCHORAGE END PANEL xx xx x x x x xxx 6^MAX ANCHORAGE (SEE
ANCHORAGE �y2"•2• SKETCH BELOW)
(SEE. SKETCH BELOW) ✓�%+7• �2•x x �y+ ANCHOFAGE
CENTERLINE 6•MAX+TYP If gNCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL I 2.04" I' MAX. - EXAMPLE: 6-PANEL2TRACK 90°OUTSIDE CORNER - DXX/XXO- EXT. MOUNTPOCKET ANCHORAGE PLAN:
O.C. 48" x 96" NOM. PANELS ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET B) 6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
i—
2) ANCHOR LOCATION SPACING FOR ANCHOR
I
QUANTITIES SPECIFIED IN TABLES 1-3 S EEH TS 6"8;
48'
I
CENTERLINE OF
NOM,.
a
INTERLOCK HEAD&SILL: 8" MAX. FROM FRAME CORNERS.
PANEL
SEE'C5'CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
WIDTH
SHEET IO TABLES, SHEETS 6-B AT EACH INTERLOCK AND
DETAILS, STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL
"-2-ANCHORAGE jNTERMED IATE ANCHORS PER PANEL.
8 W
ADDITIONAL ANCHORS 2V O.C. MAXIMUM.
aK.
EXTERIOR
AS NEEDED TO ALIGN THE
-
EXTERIOR HEAD OR SILL IFA SPLICE
21"
CT OCCURS AT THE P-HOOK.
MAX
PRODUCT REVISED
O.C.
O.C.
omplying with tho Florida
Building Code
NOA-xa. 17-0420.12
5.64'
Expiration Baait,. 2/17/2020
/
t
6°MAX.
By
M' ' D dam Gemmn
CENTERLINE_ ,JAMBS&P-HOOKS: 6°MAX. FROM BOTTOM, 21 MAX. ANCHOR PAIR O.C.(JAMES), 14"MAX. ANCHOR-
QF)WOL2 -'+`�-(PHOOK)UTIL7XiNa'ANCHOPQUIx'Ti'.IESF-ROIx14PAR RiATET,IDLES, SHEETS 6-6. SEA: K '
,.. P-HOOK ANCHOR DETAILS ON SHEET 14. - FRAME JAMB -
REQUIRES `'2' ANCHORAGE SEE
CLUSTER' END PANEL ?NCHOR PAIR
'OW CLUSTER„ { CENTERLINE CENTERLINE
•� SEE ..� OF DETAILS, SHEET 70 OF ANCHORAGE
DETAILS,SHEET I I I FOR ASTRAGAL (2 ANCHORS) B.
AX
INTERLOCK .� �. ASTRAGAL �—y MAI-�
1 S• I I
I OFPANEL3 �+2
SEE SHEET 11 FOR OTHER INTE
IFD EXNAPLE TO UPDATED ANCHOR VALUES
CENTERLINE
OF PANEL 4
rE .OFAUM.. M299
scDaTd _NTS1 9 • SP I
* No. U705 I.,
"k., ASTRA 4OR' GPL iOCATtON 204
SCt 1 tltf fF r {'9$ RA,GAL OR I.".�.-SF♦_ICE LO N Y IASTRAGALP �I;(FOR SPL - 1 ✓ ''IhITERL OK IF NE D 20A
' F PtTERLOCK-�-I ';IK NL'EDED v 1• INTERLOCK+I�CONtlITION S -ENTER ME 1` t
yr ` I I- Lr,, ,::y C TERLINE ,"C6 CLUSTER ETAIL)N �1 63m " E ISRIoa I S`DIA I -
" C$NTERLINE I " - I � � I �•, ��
t,.
MAX. EXTERIOR
4" A O.C.
'r
2.0 " 5.64" MAX.
T 3.5`
3.5"r EXTERIOR 4' DIAG. 7„ l ' EXTERlIN
ERIOR 7° V C� 7" 6' MAX
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL. 5,64'
AS1 GALORINTERLOC rTa ASTRAGAL OR INTERLOCK @ ASTRAGAL ORINTERLOCK 2-TRACK
USE WHERE 4 CLUB (USE WHERE 5 CLUS rER (USE WHERE B CLUSTER FRAME JAMB 6" MAX,
ANC .'C4°) ANCHORSAREREQUIRE C5') AN RSAREREQUIREO° ) ANCHORPAIR
W. _-
a' ;ASTRAGAL OR"t SPLICE,LOCATION jASTRAGALOR _t(FORSPGICE, A FAOM^R r^g_L`U LQGA'DDN 6"DIAG -
4 TRACK
FRAME JAMB
t 13 .. :: .:ANCHOR PAIR ..
INTERLOCKyr'IFNEEDED' - "'INTERLOCK' -I CONDITDFJ;USE r, �..-JIN�IERLOCK°"r' IF NEEU'O' 20A= ,t EXTERmI -.-.
CENTERLINE I CENTERLINE "CS' CLUSTER DETAIL) CENTERLINE 35"
3.5" 3.5" 7" ANCHOR ALLED
21" EITHER IN THE EXT. OR INT.
2.04' 4.03" 4'DIAG. MAX. TRACK(INT. SHOWN)
- _O.C.
4.08' 2NOTES:
.04"
ALL DIMENSIONS SHOWN
A
5.64" ARE BASED ON MIN.
EXTERIOR eDIAG. EXTERIOR 3.5' ALLOWED.
EXTERIOR 7" n7" Fn1 3.5" 6'MAX. 2. FOR HEAD OR SILL SPLICE
V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAOISILL '� LOCATIONS/ANCHORAGE AT
@1 ASTRAGAL Oft INTERLOCK ASTRAGAL ORINTERLOCK (]ASTRAGAL OR PRERLOCK y-TRACK FRAME JAMB P-FIOOK GEE SHEET 9.
(USE WHERE 4CLUSTER (USE WHERE 5 CLUSTER (USE WHERE6 CLUSTER
ANCHORS ARE REOUIRED,"C4') ANCHORS ARE REQUIRED,'05") ANCHORS ARE REQUIRED,'C6') ANCHOR PAIR PRODUCT REVISED
FOR SPLICED as comaiO de ILN 1he Florida
SPLICE LOCATION ASTRAGALOR (FOR SPLICE NoA-No. '17-0420.12
A5IRAGALOR CONDITIONS ONLY:
ASTRAGAL ORLOCK I I(FORONDITI N, INTERLOCK+ USE DITION THISDh:DZ NOT
INTERLOCK-1—IF NEEDED INTERLOCK-- CONDITION, USE USE THIS DETAIL) SPLICE LOCATION Expiration oa�a 2H 7/2020 .
l CENTERLINE CENTERLINE IF NEEDED
CENTERLINE 'C6' CLUSTER DETAIL) 3' By
M
—�{-775' W7�
9.5 aml-0 Proa LconVel
I T'
_ .. 2.04' 2,04" 4" 4"DIAG. 2.04" 4" DIAG.l 2.04" 4'DIAG.3.5"EXTERIOR EXTERIORXTERIOR 7" 3,5°
F� FT'II 4-TRACK FRAME HEAD/SILL « ft' 'p
4-TRACK FRAME HEAD/SILL �/ 4-TRACKFRAME1NHEAD/SILL V—OR
# No.55705
. (T eSTRAGAL ORINTERLOCK (d A_STRAGAL OR INTERLOCK .ASTRAGAL ORIMERLOCK _ T}_
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTERANCHORS ARE REQUIRED, "CB') L,�
ANCHORS ARE REQUIRED,'C4") ANCHORS ARE REQUIRED,"C5") r WITH& WITHOUT SPLICE CONDITION °A'•- ( ( 14V j
��T'., STATEO J'(V��
Toro iEClWOworORNE "�`�
N. vENlce.nxns ANCHORAGE, EXAMPLE CLUSTERS FiSs'A�pglpP,:G��«:
fo+p�ea+eoa _ O E
SERIES770 ALUM. SGD-LM IMPACT Irn......
C ..OF,S M.AM. p mm A. LYNN MILLER. V.E.
JR pGUSMI �C NO CHANGES MIS SHEET. w.ma,renn O °dam au ». o�uu
ore.,o.wa, wrwwsmrzama soo-nd NTS f0-•22 POT0130 C RE.a mm
2.04' 2.04 rtrtEROR 2 04 INTERIOR 2.04 'at' ANCHOR
L - hs ITOR INTERIOR - - - ^r - p• "'
t <
4 DIAL r572.'y - 4 DIAG I 89435' 35
i 11 rJ 1 'INTERIOR J':• T" TRIO INTERIOR
�(' w ERI"HF,1
�COCFPANEL RL1NE."
EXTERIOR TERIoR 4' DIAG. 4' DIAG. Illlffffff �� O
3.5' 4' ° 3.5' 4, "-2'ANCHOR
2.04" EXTERIOR 2.04" T 2.04' E%iERWR 4' 2.04' Fxlx ERIOR 8.94•M3'
1
EMERIM
_ 2.04"4•DIAG.
90'CORNER KDO-F CORNER 735'CORNER 13F CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL - 2-TRACK FRAME HEAD/SILL 2-TRACKME FRAME 6 CLUBILL
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 5 CLUSTER (USE WHERE9CLUSTER (USE MERE CLUSTER I CENTERLINE
ANCHORS ARE REQUIRED.'M ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED, 'CD ANCHORS ARE REQUIRED,'Cfi°) OF PANEL
4.08'6. i
NI TERUXt - INTERIOR '
` _•r.', EXTE TOR
a N - ! 1 „ 1• r�-1L. ... -- 4.08. :-4ANCHOR
r,.• - INTEROR 4 3.S° INTERIOR 141-
gp, T. 13s° 2.0 4•DIAG,
EXTERIOR
3 I 3.5'
3.5•
7' T'
4.08' 5.37 AG. 4.08" 5.37- D G. CENTERLINE
CENTERLINE OFPANEL
° 3 5' 4' 3 5' OFPANEL 2-TRACK FRAME HEAD/SILL
ON INTERMEDIATE ANCHOR LAYOUT
EXTERIOR EXTERIOR 7' 4' INTERIOR °a2"ANCHOR
7' _ EXTERIOR ALL
90'CORNER 135-CORNER TI VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V
('CW ANCHOR CLUSTER REQUIRED ('C6' ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) ATALL 3-TRACK CORNERS) 4'DIAG. PRODUCT REVISED
mplyln9 Mth Ito Florida
8.72' "and]., C.
INTERIOR INTERIOR 2.04' NOA-No. 17-0420.12
f 2.04" 0.12" 3•E' I exPlratlon Data 02117/2020
4• EXTERIOa 588, I4.--CENTERLINE
INTERIOR OFPANEL By /'
Miam1-Dad m4ad Dontrol
:1: INTERIOR 90° 4. 3.5' 735°. .�' I -.3"ANCHOR _ ... ..
6.12' IAG. 6G2° 3.5a 4'08-
7 ElM OR
ullw
2.04' 3.51 4° 4' DIAG. 3.5' 3.5' ' 1 P Y LY
T EX ERIOR 4' CENTERLINE pN !�N
EXTERIOR 90°CORNER 73_5' 4-
EXTERIOR 2.04' �OFPANEL ``2o.y10E......�Q�'''
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL J P'•:�-L
CB ANCHOR CLUSTER REQUIRED C8 ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL _ *; Na. 58T05
("_° ("_" INTERMEDIATE ANCHOR LAYOUT ] •t *_
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
NOTES: %�O '•. SiA )�� �;' 41�.
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Imo TECIWOLOOVDRNE ^� '•P OT
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AMC WOULD BE NVENrcEa I ANCHORAGE, EXAMPLE CLUSTERS '.�4`s'•.`(oglpP,:'•�Z�`
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. R11i14LLIM n -I",,`YO E C7�
a teas oEAulrtrnTes SERIES 770 AL UM. SGO-LM IMPACT �IINA
1LII r;a`
JR p495'iT C NOCH4NOESTHIS SHEET. ttvwmrnsmr� o T+.rwe -.. — m+ow Lym M
^� scD-T7p NTS ff +72 PDTt1f30 C P.Ersmas
_ J4 16'1D/f4
i
'Ld e7'c..•-.�':�+r-•
INSTALLATION -DETAILS - --'
EMBEDMENT: SEE TABLE A. SHEET I'-
FIJ,BEDMENT: SEE TABLE A. SHEET I
MIN. OF 3 THREADS BEYOND
•�
1)
t•?
'.
EDGE DISTANCE
rt 1EDGE DISTANCEI
THE METAL SUBSTRATE
EDGEDISTANOE r
SEBLEA, SHEET
StE SHEET
SEE TABL2 A6ET1
I `A!
2E
1 6
7'
NOTES, -
,t
2d116
a%TERIOR;t
-1/
1/4
EN310N9
114 ALL DIM
j
4
A^a�
' MAX •
n Ut• �
MAX. SHOWNARE BARED+',.
�] MA
'ESRERIOR-
�_.
�_ �_ J SHIM EXTERIOR -
SHIM. ON MIN. ALLOWED.'
SHIM
2 METAL OR WOOD
SUBSTRATES MAY
` -
EMBEDMENT: }
SEE TABLE A.
I I
USED RAME
SHEETI
WOOD ANCHOR TYP.,
2X WOOD WOODANCHORTYP.,
_
METALTYP., SMS ANCHOR TYP„
TYPES TABLE A.
SHEETTI.1.
2X WCOO
SEE ANCHOR NOTES
TVP., SEE ANCHOR L SEE ANCHOR NOTES
SEE ANCHOR SEE ANCHOR NOTES
TVP., SEE ANCHOR
& TABLE A. SHEET 1
NOTE 3. SHEET 1 fi TACLE A, SHEET 1
NOTE 4. SHEET 1 e TABLE A, SHEET 1
• DIAGONAL O.C. IS
NOTE 3, SHEET 1
2-TRACK FRAME HEAD
WOOD INSTALLATION
E 3-TRACK FRAME HEAD
WOODINSTALLATION
4-TRACK FRAME HEAD
METAL INSTALLATION
MIN 4' (HEAD & SILL)
OR6'(JAMB)SEE
-
WOOD ANCHOR TYP„ 2X WOOD
WOOD ANCHOR TYP.. 2XWDOC
SMSANCHOP.TYP., MFTALTYP.. DETAILS, SHEET510&11.
•
SEE ANCHOR NOTES TYP., SEE ANCHOR
SEE ANCHOR NOTES TNT., SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR
,
&TABLE A. SHEETI NOTE$,SHEETI
SEr: TABLE A. SHEETI NOTES SHEETI
SEE &TABLE A. SHEETI NOTE4.SHEETI
.. .... ai"
:SEE ANCHOR I .,L °'� ;''ANCHOR
t
"- _} +I ^ t t..-
r `9
ANCFvR' I ���I y^
NOTE 5,
-MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
-
NOTE 6, SHEET
NOTE 5. u
{
SHEETI LJ�I-
1(1/4°MAX)
SHEETI I
T
C%icRIOR t
ExreRIOR
ElD ort
EMBEDMENT. SEE
TABLEA.SHEETI
2-1118"
2-1lI6°'
2-1/16°'
EDGE DISTANCE:
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE A, SHEET 1
SEE TABLE A° SHEET t
TABLE A SHEETI
EMBEDMENT:SEE LE REST 1SEE
EMBEDM®TABLE 1
MESIL
TRAWOOD
3-TRACK FRAME SILL
(gMETALINSTALL6 SILL
IOI
INSTALLATION
EMSEDI SEE
PRODUCT REVISED
TABLE A, SHEET 1
Bz plying with the Florida
EMBEDMENT: SEE
I
ullding Codc
N 17.117120 2
TABLE A, SHEET1 -`I
EDGE DISTANCE: expimHan Data 02/17l2020
thatt.
SEE SHEETTABLE 1 A,
METAL TYP, SHEETI
EMBEDMENT: SEE 1
r
SEEANCHOR
By_
Mla -oa roaact can ro
r'•
~
TABLE A, SHEETI —J.
- " EDGE'DISTANCE:
EDGE DISTANCE:
- p. -.. � SEETABLEA.:-
NOTE d•SHEET I -
u.;i•r,.
2X WOOD ��-'SEETASLEA,
2X W000 I'V SHEETI
-
TYP., SEE ANCHOR SHEETI
TYP„SEEANCHOR
2-1/18^
NOTE 3, SHEET 1
NOTE 3, SHEET 1
SMS ANCHOR TYP„
SEE ANCHOR NOTES
_
2-7116'°
2-1116°°
&TADLEA,SHEETI
CHOR 71'P..
WOOD ANCHOR TVP.,
MIN. OF
SEE ANCHOR NOTES
SEE ANC
&TABLE A. SHEETI
SEE ANCHOR NOTES
"
TTHREADS
D
BEYOND THE
Hrr
VIV .,
O
8 TABLE A, SHEET 1
EXERWi
METAL
+���pNY...
UOENSF':�CC%
E% .OR
FJITERIOR
il— +
SUBSTRATE '.,c0�
1/4' MAX. SHIM F+-
11W MAX. SHIM
1!4°MAX. SHIM 4--
_=*:' N.. 5,05
E 2-TRACK FRAME JAMB
®3-TRACK FRAME JAMB
4-TRACK FRAME JAMB
/
=9 j // YT'
=7J
Ow WO OD INSTALLATION
1tw WOODINSTALLATION
METAL INSTALLATION
t, t.J '� �`
�•!t,•
IomTEwnmrnarw,ve
RVENICE nslll6
=.=r.•
ANCHORAGE DETAILS
-�,0 '., sT 0
'�,FS+':OfllOp,.'X��`
P
crxT. oFuinr rerx
SERIES 770 ALUM. SGD-LMIMPACT
i��NALtENG.++.
p{g8ry) Cx NO G'WWGES iHISSHF£!.
aeara,ror,,
wwwr sN erne �a
M A. LVNNA{I�IER P.E
... '�oRR„K, ®
sco-Tro A7S 72 +22 PGT0130
C p.eosems
TABLE A, SHEET 1
STALLATIOND EMBEDMEJ�T- SEE EMB�kE�MENT:.SEE TABLE A,BHE.ET t NOTES:�
;IOEDGEIASTANCrCl. -;EDGE-DISTANCE: 1. ALL DIMENSIONS
TDI SEE TABLEA SHE5T'l k E T BLEkSHEETI SHOWN ARE BASED'
6NCAE
i ic-d ,X
PER 3 R TAEL ONMIN.ALLOW�D,
PER TABLE: fC k23
-X SHE 114* - DIAGONAL D.C. IS
'MAX (HEAD & SILL)
0 SHIM MIN 4
7
OR 6- (JAMB) SEE
ILS. SHEETS
lw TE
MBEDMENT: EXRIOR L
VAX. 10 & 14' �DETA1. EERIOR
TABLEA, M AX. M1�3
SHIM
SHEET1 SHIM OPERLYSECUREDIX )
CONCREPEANCHO TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP..
E SEEANCHORNOTE & WOOD BUCKTYP.. SEE SEE ANCHOR NOTES'& WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCH NOTE 3,SHEE TAR LEA,SHEET1 ANCHOR NOTE 3. SHEET I TABLE A. SHEET 1 ANCHOR NOTE 3. SHEET I TABLE A, SHEETi
0 2-7 C ME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
CONCRETE INSTALLATION
CONCR STALLATION CONCRffff-INSTALLATON
CON X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETEANCHORTYP.. PROPERLY SECURED IX
Z CONCRETE ANCHOR SECUREDI
�SEEANCH NO Si. IN06D B KTYP. SEE SEE.ANCHOR NOTES & WOOD BUCK 7eP - SEE SEE ANCHOR NOTES & WOOD BUCK TYP.. SEE
ORNO I
TABLEXSH ANCHOR N .2;SHFET-1 TABLE A. SHEEI I 7ANrHORN0.63.q.11LIn:=1 TABLE A, SHEET/ ANCHORNOTE.3,SHEET I
,.17
..0 Al.-D SE5ANCHOR A.L. non
SHEET I ET
14 4=
(114 MAX) SHEET
X� J_
(11
E E OR
EM RIOR EXTERIOR 111.
1�3 <;] CONCRETE
2-1116" PER TABLE
EDGE DISTAN CON ETE EDGE DISTANCE' CONCRETE EDGE DISTANCE: A. SHEET I
PER SUE SEE TABLE A, SHEET I PER TABLE SEE TABLE A. SHEET 1 7
SEE TABLE A. SH T I SHEET I
EMBEDMENT:SEE B A,S I &S ET1 EMBEDMENT: SEE TABLE A, SHEET I A, SHEET I EMBEDMENT; SEE TABLE
2-TRACK FRAMES 3-TRACK FRAME SILL 4-TRACKFRAMESIUL
CONCRETE INSTAL ON % CONCRETE INSTALLATION 0 CONCRETE INSTALLATION
E PRODUCT REVISED
TABLE A, SHEET 1 S'*m 'ZIthW.Fl.fld.
ftlldi.lpt
EMBEDMENT'. SEE NOA-11.. 17-0420.12
TABLE A, SHEET 1 j EDGE DISTANCE: E.PWtI.. D.I. 02117/2020
EDGE DISTANCE: PROPERLY SECUREDSHEET I B
SEE TABLE A,
EMBEDMENT. SEE CONCJCMU ANCHOR SEE TABLE A. 1 X WOOD BUCK TYP.,, ml t,.l
TABLE A, SHEET I TYP., SEE ANCHOR SHEET 1 SEEANCHORNOTE
—r HEET EDGEDISTANCE- NOTES & TABLE A, s
PROIFERLYSECUREb.- I - :.-
t" SEETABLEA. SHEETI- 2 1116—T
IXWOODBUCKTYP.,
SEEANCHORNOTE3, SHEET I CONCJCMUANCHOR
SHEET TYP., SEE ANCHOR
a. _E
PROPERLY SECURED NOTES &TABLE A.
CONICJCMU ANCHOR 2-7/16
IXWOODBUCKTYP., SHI�ET 1 CONCRETE
TYP., SEE ANCHOR SEEANCHORNOTE3, �4 CONCRETE
;..q,
77rl I fTE
NOTES &TABLE A. \—OR CMU ORCMU
SHEETI EXTERIOR PER TABLE
SHEET11 CONCRETE PERTA13LE .............
RIOR A.SHEErI
DOERIOR OR CMU ASHEET1
ERTABLE
A, SHEET --UT114- MAX. SHIM 114- MAX. SHIM
'�'1/4- MAX. SHIM N.. 587W
9--TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION %CNC—RETEICMU INSTALLATION
TE
lom MOOYDRhE
ANCHORAGE DETAILS
aF -L......
JR 7 [�O q�—ESTHIS�6T. SERIES 770 ALUM. SGDMIMPACT 7`PG
T0130
=7LffftVl4 j
INSTALLATION DETAILS - z ,
''''FRAME.JAMB
REQUIREDATALL
,INS)OE POCKETS
EMBEDMENT: SEC - TO PREVENT
WOOD FRAMING TABLE A. SHEET J P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
o SEE ANCHOR NOTES
EMBEDMENT: & TABLE A, SHEET I
SEE TABLE A. M (ALSO SEE TYP.
SHEET I I I ILLUSTRATION, SHEET 9)
L
A. SHEET EMBEDMENT:
SEE TABLE A,
26
—
5ABLE
EXTERIOR SHEETI
_ PHOOK WOOD ANCHOR 7P.,
P_HOOK
SEE ANCHOR NOSES —'
CONCRETE.OR;
&TABLEA SHECT'1 ..,:
'
�( 1�...
+-.. . CMU PER fABLE•:
(ALSO SEE TYP'
,.
2.893" h11N. ' A,SHEETI'
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
® P-HOOK FOR USE W ITH FLAT SILL RISERS
.
•�" PARTS#18 #2LLATION0 #220R #24,
WOOD INSTA
EXTERIOR MOUNT SHOWN,
(SEE TABLES IA, 2A& 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
METAL TYP.,
SEEANCHOR
P-HOOKMOUNTING CONCRETEOR
EMBEDMENT: SEE
NOTE SHEET I; TABLE A SHEET
ADAPTERSMS �
CMU PERHEET
3 T
MIN. OF3THREADS
ANCHOR TYP., SEE p, SHEETI
I
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
TABLE A. SHEETI EMBEDMENT:
ALSOSEETYP. SEE TABLE A,
EMBEDMENT:
ILLUSTRATION, SHEET 1
SHEETtlLEA
SEE TABLE A,
0 STANCE: SEE
SHEET 1
, SHEET I
& TABLEA, SHEET I
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
ExrEaDR �+—
2.693-MIN. V
EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS #19 #21, #23 OR #25.
METAL INSTALLATION EXTERIOR
(SEE TABLES IA, 2A& 3A MOUNT
FOR WATER RATINGS) ONLY
:Far.oe,wr"xanzia
i
.NOTES:
n 4; H
1. ALL DS IMENSION -
SHOWN ARE, BASED
1 :..
9 _.
ON MIN, ALLOWED.-
..
-
EDGE'
DISTANCE
('•
- 2. FIGURES ON THIS
SHEET ARE FOR
CONC./CMU
ILLUSTRATIVE
ANCHOR TYP., SEE PURPOSES ONLY. SEE
26
ANCHOR NOTES 8
TABLE A. SHEET 1 FOR
_
TABLE A, SHEET
ALIIAPPROVED
-
I.1/4'MIN. EDGE DISTANCE
SUBSTRATES.
��( EMEalt1R
3. SEE TASES
SHEETS R
• ".' "::
P-HOOKMOUNTING
D P-HO
REQUIRED -HOOK
' :.';
-
ADAPTER CONC./CMU
AND P-HOOK
-<
ANCHOR TYR. SEE
MOUNTING ADAPTER
.:'•.
ANCHOR NOTES STABLE
ANCHOR QUANTITIES.
�iSEE@.1E`R': SEE
A. SHEETI
ALSO SEE EXAMPLE
ONSHEET 9: ,.._
` TABLEA.BHEHTI
(ALSO SEE TYP, '+ -
ILLUSTRATION, SHEET 9)
FOR USE WITH ANY SILL RISER
J®P-HOOK
c PARTS#18 #20,922 OR#24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA.2A8. 3A ----:, MAYALSOBE INSTALLED IN
FOR WATER RATINGS) EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE
TABLEA,SHEETI
ADAPT ER CONCJCMU
ANCHORTYP..SEE
-
ANCHOR NOTES &TABLE
A, SHEET 1
(ALSO SEE TYP.
PRODUCT REVISED
ILLUSTRATION, SHEET 9)
S
ePt ny, with the Florida uliaing COGe
17.0420.12
I.11W' MIN. EDGE DISTANCE
— ,
P4100K CONCJQMD . ExiERIORli
ANCHORTYP.,SEE
ANCHOR NOTES & TABLE
A, SHEETI 2.693' MIN.
(ALSO SEE T,P. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
�, 1111 u(pp
P-HOOK FOR USE WITH BOX SILL RISERS
�
....
Kc PARTS#19 #21 #23 OR#25,
EXTERIOR
A. ...
v
CONCRETE INSTALLATION
(SEE TABLES IA, 2A& 3A
z*' N0'M]05
FOR WATER RATINGS) ONLY
_ _ ' A- —y' _ *;
JR 04A'✓I] C NOtlIPNEES 1N155RFET. cmrwurtezm LI\ \ 1LLI �WR ALYNR MILLER PE.
z4R.- 5z _ � ccO- ro NTS a 14 a 22 POT6130 C REASams
CONFIG, EXAMPLES ..
i c
-- ..... _..., ...
HEADER OE7AILA
_ ....
MAX. UNIT
WIDTH
MAX
_.. .r. • - MAR:
NOM. PANEL WIDTH
NIT WIDTH
SHEET 18; INSTALLATION n a
_
DLO
TYP. PER TABLES 1-3
DETAILS'AW&Ac, 'N- *'
WIDTH
-
.. nlr_E�„1OR
SHEETS 12&13"l
NOTES:
_ _
--
exrERroR
1
t) SEE SHEET 17 FOR INDIVIDUAL
'
PANEL CONFIGURATIONS AS
7PANEL
APPLICABLE. SEE DPlANCHOR'
"
PANEL
PANEL
TYPE
PANEL
CORNER DETAIL N7,
TABLEABLE.S SG-BFORMAX
TYPE
QS
'AS'
TYPE
II
SHEET I9&ORNER
PANEL HEIGHT ANO WIDTH. SEE
•q'
1('
ANCHORAGE SHEET it
SHEETS 18 & 19 FOR SECTION
NOM.
MAX. UNIT
DETAILS AND SHEETS I2-14 FOR
INSTALLATION DETAILS
MAX,
PANEL
S'
PANE'
/
/
MAX. HEIGHT
DLO PER
INTERLOCK DETAIL
'M', SHEET 19
2)(1) LOCK (ITEMS 75& 107-110)AT
HEIGHT
WIDTH TYP.
HEIGHT TABLES
SEE
PER
EXTERIOR INTERIOR
EACH LOCKSTILE, LOCKING INTO
'
—NOTE 2
'FABLES t�
1.3
'•
PRAME JAMB
ORAgR(ITEM403)AT
ORASTRAOAL.
IP 1^y
rj}.
r"
-
-. G]
C,N�
irx�sir-
Pit
1 IFYI
JAMS DETAIL G3', SHEET "
II -
18;I&Gd.
3) PLEASE' SEE APPLICABLE
ASTRAGAL 81NTERLOCK -
TERLOC/ANCHOR
I
X
( X
X
SHEETS 12&13 J'
'GW 8'Gi', SHEET512813 - I
COMBINATION PER
f�
TABLES.
WIDTH = NOM. WIDTH -EIGHT
W.
DLO HEIIGT=DOOR UNOLD
IT HEIG HL
TALLA IO SHEET 18;l
INSTALLATION DETAILS
EXAMPLE:.90°INSIDE CORNER, 4PANELS -XXlXX
PANEL HEIGHT=DOOR UNIT HEIGHT-1.88E"
'OW 8'Oe. SHEETS 12 & 13
SILICONE
STRUCTUIfi
HOT-IAELT BUTYL
SILICONE
STRUCTUML
S!UCONE
ill°NOM. FOAM
9/16° NOM.
�BYOTHERS POLYISOSUTYLENE
WUH
X
WITH DESICCANT
DESICCANT
Part#
Description
Material
124
Kolnmerling 4SG TP5 Spacer System
125
Quanex Super Spacer nXF with Hot Melt Butyl
See Ibis
Sheet fof
126
Quanex Dumseel Spacer
Materials
127
Cardinal XL Edge Spacer
c T.CFAuiMK
m
EXT. GLASwx
EXT. GLASS
S
NT INT. GLASS
@ KODISPACE 4SG TPS la SUPER SPACERONXTa
ALUMINUM
REINFORCEMENT "CLYISO- CESICCANTFILLAREA
fiUTYLENE 6I18"NOM.
'
*A."
SEALBUTYVUCONE SEAL
pESICCAOLL-FORMEDAINLESS STEEL
e T.G AaG
EXT. GLASS—.
1xs DURASEALO SPACER m XL EDGET"SPACER
sao-Tro I NTS 1 15 • 22 1 PGT0f30
REVISED
Itb this Flarltla
a 17-0420.12
2 *=
RIOP,:.G\�1
4LIEN�1��
ry mnw
C _e--_ M SHEET 19 18
1.
ONFlG
OPERABLE JAMB DETAIL G3 SHEET
^" :, -` ^�—INSTALLATION OETAllS Gw & Gc, SHEETS f2813
—
.
--
I
r• + ,, 1
I D'JAN40 DETAIL G2'; ASTHAGAL AEADERDETAIL A SHEET^ • •HEADER DETAIL A', SHEET 18
INSTALLATION DETAILS Aw $ Ac
p 0 "`
_
'� = IyEET4B
INSTALLATION bETAILSfL1 & 18 INSTAiLA710N'7SETAIL'S
SHEETS 72 & 13 .
`
.7yp: ,
1
JAMB DETAIL
18, INSTA4IAYION
G3'. SHEET'
DETAILS
_
,
i
GHT
90
GW & Gc,
SHEETS 12 & I
PANEL
PANEL
PANEL
PANEL
y
E
TYPE
TVPE
TYPE
TYPE.
2
2 INTERLOCK
DETAIL
'DS'
,K
MAX.
'M'. SHEET 19
UNIT
SILL DETAIL
NOM.
HEIGHT
90°OUTSIDE CORNER
R
'D', SHEET
/
PANEL
SEE'
PER
DETAIL"
CORNERIANCHORAGE
V, SHEET 19 &
LES
18;
MAX.
WIDTH TYP.
NOTE 2
TABLES
SHEET 1
INSTALL DLO PER
DETAILS HEIGHT TABLES 1-3 SHEET 15 1 3 �NTERiOR
SHEET512=r x ° .'�,'] ;,.. �• OM, PANEL
+'&13 .X. , WIDTH TYP.
- _ bER TABLES
3
SEE FRAME 8 'I MAX. UNIT WIDTH
PANEL CORNER SILL DETAIL'D', SHEET IB; �MA%. UNIT WIOTH�--
CONSTRUCTION \ EXAMPLE: OXXX INSTALLATIONDETAILS
-
DETAILS SHEET 15 2-TRACK 'DW &'oct SHEETS 12 & IS' EXAMPLE: 90` OUTSIDE CORNER 'XX/XX (2-TRACK)
JAMB DETAIL'IV, SHEET 18;
ASTRAGAL DETAILS'Ll' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW &
El L22,, SHEET 197 ,� INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12 & 13� HEADER DETAIL'C', SHEET
q—� HEADER DETAIL-,gy�J1 18; INSTALLATION DETAILS
JAMB ETAIL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET 'B', SHEET 18; C , m • ' '(,W' &'Cc', SHEETS 12 & 13
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAILI2', SHEET 18; INSTALLATION
DETAILS'BW&'Sc', DETAILS'IW&'IC', SHEETS 12873
'liw' 8'Hc', SHEETS 12 & 13 'JC,'KW' &'KC, SHEET 74 PRODUCT REVISED
SHEETS 12 $13 a ., Co with the Fl.dd.
MAX UNIT WIDTH 6OI1Ela9 co�a 0420.12
MAX UNIT WIDTH � NOA-No. 17-
Enpirauon Date 0211712020
HEETS 12 813
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
M
NOM.
PANEL
UN
HEI
WIUTH TYP.
PE
MAX
SEE
TAB
DLO
TABLES I3
NOTE 2,
1-3
HEIGHT
SHEE718
b
-a
MAX UNITWIDTH
MAX
HE
P
TAI
PANEL
PANEL
PANEL
PANEL
F,R.
TYPE
TAPE
TYPE
TYPE
L.
.M.
Tl
.UNITS
'.�•.�
GHT
ER
PANEL
WIDTH TYP.
Gi
ILES
MAX.
SEE
PER
-3
DLO
NOTE 2
TABLES 1-3
HEIGHT
SHEET IS
G
EXAMPLE: OXXXp SILL. DETAIL'E', SHEET 18;-
(3-TRACK RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ec', SHEETS 12 & 13
fma 1EGHM1bLOOYMih
N wvsG 0.pNla
(w+)een�eW
'a� CEHI.OFAU1M81➢PDB
PANEL NEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
MA
1 -
ON
-PANEL
PANE
HEIC
WIDTHTYP.
PE
SEE
MAX.
PER
TABI
—NOTE 2.
DLO
TABLESI-3
I.
SHEETIS
HEIGHT
b
x�
X
o
EXAMPLE: XXXO SILL DETAIL'P, SHEET I B;'
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'PM &'FC. SHEETS 12 & 13
EXAMPLEELEVATIONS
SERIES 770ALUM. SGD - LM IMPACT
ww
r sao-�m M-S 1 16 + 22 1 PGT0130
Illl \ I U; 11111
LII �o NY LYryN �,,
*: I No. 58208
of
PM
PANEW!
"L ILE
"A
T, '
YPES�,
SINGLE
F
PIP
K
L
SINGLE ffD3-
B
E
P
A
mmFIXED
RR
R
STILE
s
'-Ks"LE
D
M
J
..LE
LR
ASTRAG& El fZ9
Box IN 0�
N
LEFT
LLI
" �PLE
A
PANEL
F.
ASTRAGAL 5E3'
T
U
STILE
BOX OUT
LL
ASTRAGAL
PANEL "E' SHOWN.
APPLOABLF STILEIA
LLI
BOX IN =yo,
reaewl
margin
Y)
90 LOM
RT
CME
Cl
J
LU
WI HANDLE p1
C�GRNER
SILL RISERS OPT
Z
r. _TL� �L.C.T,L�
QT
QT
QS
W W, NANGLE
1HANDLE,19
M CORNER N
NO RECEIVER
CT
T
C S
237
F
Ml HANDLEmile
NTCORNEC"
.B.CE.
AT
AS
D
16
.57�06�
W, MNDUE '91
611 L RISER IT
FLUSH J-1W
VT
VS
VF
EUERIOR
>S RECEIVER
WT
WS
WF
908.
WI HANDLE pE1
062-
8 SILL RISER,
0
FLUSH, 1-In'
NOT VALID FOR W
IBM TECHNOLOOYDRNE
M. MM
=,FL
NOCHANGESMISSHEET.
SSLMULY UL.I AILS - -
.E SHEETS 12 14 FOR FOR INSTALLATION DETAILS)
- EE (- li e00R 61 1W+
`14 1060 JAtf�1B GTH tn
"t T `` _ - ® t ♦ Loaio4i�
c {-f%� a G3 r 600R
O OR et 60 OR 61 J 2.TRACKJAMS
Gi
2-TRACK JAMB (SHOWN 5 SEE DETAIL GI
CLIP k105 WITH - FOR FIXED
105 6-@NG W/RETAINER NICE- OPERABLE _ y
_ PANEL CLIP
113 MIDSPAN (SHOWN WITH PANEL)
II FIXED PANEL TO __ GOK PAR{ SEE DETAIL G2
5 F
f-FLEx1FRbR 103 113 sa16>-11 163 ��L FOR FIXED ll_
THE INTERIOR) �✓ PANEL CLIP lJ
FIXED PANEL TO
THE EXTERIOR) ((TT
311SEEOETAILONSHEEPIS `1E%TEBIOR
SHOWNWITH 2-TRACKW/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
Exw
a
i6Eb2-TRACK W/SCREEN
G FRAME SILL
- REM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1,3, SHEETS 6.8 FOR DP (PSF) ASSOCIATED WITH STILE.
E 3-TRACK
E FRAME SILL
GTH
.1`1""TERICR -1—gm ERILR UjLXTERIpR .kt�ojl� � TE 10
3-TRACK'JAMS 3-TRACK JAM B 4-TRACKJAM6 4-4RACKJAMB
eHi (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH I2 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXEDPANELTO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
121 SEEDETAILONSHEETI5
I
I
113 5
65
PRODUCT REVISED
N M
w
pK.inRudd.ea
C4-TRACK MAX. UNIT Ba116, c°d5°
NOA-No.�l 1T-042D.—i2
FRAME HEAD HEIGHT PER 1n
E:plrael- Oat.-t-Otl 2/17/2020
TABLES 1-3
4-TRACK
F FRAME SILL
\ 111 H lllllh.
P:' P
y(;] �No. 58705
cmr. ovnum.�sel SERIE5770 ALUM. SGD-WINDOW-LMI '9l.11t^`
mnwn°aK a e. d°'r ^'�'+�^ A. LWN MILLER
ppT/OWGR)Of NT$ i8 22 PGTOl28 C P.EI W M
ASSEMBLY DETAILS
f 1 (SEE SHEETS 1214 FOR FOR INSTALLATION DETAILS) r` i
r
ze
¢ ao
.
ID EXTERIOR
- , � - Q'INTEFIIX3
GAL
STILES
CORNER
L1 WITH STANDDARD STILES
T E3#BO
L� WITH H HEAVY-DUTY 61
N1 2TPACK SHON
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
a135- OUTSIDE CORNER
D1 2-TRACK SHOWN
(BN)19J16W "
LFRf OFAIIR[)18E6
�c
v EXTERIOR
0 136- INSIDE CORNER
2-TRACK SHOWN
9D' EXTERIOR
RIOR
NTERIOR
Z BOOR 61 �f
s %INTERLOCK -
.I
11 ro,
E
i1 ITEM #61 (HEAW-DUTY
STILE) SHOWN ITEM #60
(STANDARD STILE) ALSO
90' INSIDE CORNER APPLICABLE, SEE TABLES
(02-TRACK SHOWN 1-3,SHEEfS6-BFORDP
(PSF) ASSOCIATED WITH
STILES.
19 • 22
QINTERIOR
17-0420.12
ortg 17/2020
IVY c Lon .iJ ..
1111111/I11j
:p
No. 68I05 _
ME
item.DWGTN
FGT#i^
' DAScrlpOan,
IIJ05
61i30S'
2TMCK HEADr '^'."
'-2`
17303--
!617303"
&TRACK HEAD WRD $CREEK ML: x�U^`
&iRgfl(NEAD"I'
4
1TJ12
.617312C'
4-TRACK HMO
5
7311
B1T3W
FRAME SCREW COVER
6
11317
617317
FRAME HEADI"B AWON
1
173W
BI7.XN
2TRACK SRL
0
1T301
01T301
21MCK SLL WITH SCREEN RAL
B
113m
817307
HPACK SLL
10
R310
617310
4-TMCKSLL
11
1]31]
611313
FRAMESILTRACK NSERT
12
IM15
elmis
ARMEM SCREEN AODON (SEE NOTE 3)
13
111,
8Int0
RPAME SRL SCREEN ENOACOON(SEE NOT-3)
14
imm
6171305
2-IiNIXJAMB
15
1130E
6173M
2-TRACK JAMB WITH SCREEN RAL
1S
173U8
0113C1
YIMCK JAMB
11
11311
6 7 1
4'TRACK JAMB _
18
173V
'61Yy21"50ITFSM-FLAT,hLUSN
1-1Y4'
19
I7319
011319
SILL RISER-BGK FLUSN,1-w
20
T7321
017"
SILL RISER - FLAT, LOW, 2-1W
21
17318
M7318
SLL RISER - BOX LOW, 2-bW
22
173M
617355
S0I RSER-FIAT, MEDNM, 3-114'
2]
17354.
617M4
521 RISFA-BOX MECUM, 3-1/4°
-
24
1739
61TYA
SRLRI3ER-FIAT, HIGH, 4'
25
11320
61TYd
SLLRSER-BOX XK:M, 4'
28
1D33
BIYJ33
7'OCKET P4100K
27
7070
BTmO
NEOPRENEBUIBWSTPFORPNOOK
28
IT}N
B1TJ39
PDDKET RHOOKMWM
29
fi335
11135
21 KWVER
30
17348
81T318
POCKET PNDOKFORBOXRGER
31
1T37B
01A18
135 WRNER
32
17316
1 011316
135FCEUMOUNT
1(EN6
4053 PAE SCREEN PARTS:
40
43H,
61458
SCREEN SIDE RAh-LOCHSTLE
41
%LOCKWGSK
SCREEN LOG(SET
42
41818
SCREEN HEEPER SPACER SET
43
6152
1 .152
SCREEN INTERLOC(PNAPIER
44
44M
U428
ISCREENDOUBLEINTERLOM
45
4?11
8InW
SDPEENTOPML
IB
1J10:
'BIT157-
SCREEN BOTTOM MU
47
ma
75RA2
BTANDAf(DROUEK "•-'
46
060
75RA%
bTAImMDPOLIER-ST. STL
49
43M
64N1
SCREEN ASTMOAL "
50
1T319
617349
OMISCREENA5TRAGALA0AFMR
51
iB92
61B92
SCREEN 6PUNE-.IW
52
1691
81694
6CITEENSPLNE-.lw
53
61816ao
SCREEN CLOTH
04
IT25
I?XI' XBIC SET. BLOCK, NEOPRENE 8511E
55
N20
l'X4'X 1110" SET. BLOCK, NEOPRENE AS HB
9le�n,
•
DwGT#
PGT#
,T.'.. Desc11:11-tlptiOP
60
1P25
et]326 .
PANELSTILE
81
17320'
67320 ::
PANEL: MXE(HMWOUVJ
82
'. 17327:"'
tl17327
_
INRiRLb CKADAPTOR
-1225"
BM48-
Win BULB WSTP. -THN (NBC; WIERLOC()
64
17N
i17S
SRL END WFATNEILSIRP PAD
65
11320
617328
NIERLOCKSCREWCOVER
67
17329
617J29
ASTRAGAL
60
1"32
817339
HEAWOUIY/SYFAGAL
09
17324
617324
TOP 8 BOTTOI4 MIL
70
173N
4i]350
'WATHERSTRP EXTENSON (NJECTIN MOLDED)
71
ifim
7160
1-V9' X 1' XW HUH FIN SEAL DJUPLUGS
72
BIM
78153%
75NDEM ST.STL ROLLER ASS-.
73
0153
78IMN
TANDEM NYLON ROLLER May.
74
SOCONE
DOW89% DOW-%50R SE-7700
.75
6185
781MX
GFMCIIMORTiCF..3PLYWALLOCKirwWNOTRIMPMM
TB
TIO32=FPFX
k1032 XI F SS SCAEW'N/TYPE "F•TIP
71
-�
i13239
11pY2 STEP. >RIr, 1Nlf1' __
19
1735�
617357
VIG BEAD
60
1Ta59
I61]659
1/16'BEAD/F4£D PANEL CLP
01
113W
Bi]360
WW BEAD
82
1221
erv247K
VINn BUU]%UMT/IERSiRw
8J
81145
170
LOAF WC, 11T XI/IV SGL BRIE AUK. WE, PDLYELN.
f00
8052
48052
ROLLER ADJ. HmEPLUG
tOt
72087
3AMBRUMPEA
102
1690
71M
DUST PLUG
im
BIBB
78168X
1'KEEPER
UP
653
T50KEEP
SCREEN LOCK KEEPER
I-
934.
0173Q
FWD PANEL CUP -W LON6
108
173M
017352
FOEDPAIELITETANER-9'16°
101
1]39
71739
HANDLE KIP- N19LbR MISED WRH THUMB TURN
f08
1140
71740
MGM KIT- RAGED EI(IERORMNCE
109
1731
78162SN
HANDLE KR- RECESSED INTERIOR WRH WOMB TURN
IW
'1732
78178
HANDLE KB-REMSSEDE0E11IORMI-1.
111
71(D4PPSDAX
BIO XY4' PH.iM. TEK-S.S.
112
1235
6)516
VSTP-WOXAMw FIN SEAL
113
1712
64086
.IG'X23TFVSEAL
III
110X1—M
k10X1-112'
115
710PPT
IIOXI"
119
72a)aX
914-20X ' S.S.
1❑
LOYJ I2X
91420 1-ITBL.
116
IT330
817338
WIDEGREEWRNERRECEAER
119
IT33T
81133]
WDEOREEOU150ECOPNERA57M0AL
120
1T3]e
B11T33B
WDEGREE MIME WHALER ASTRAGAL
1TJ
17352
817352
FBEDPANELRaTNNERT/B-
CER7.OFAUM.RB}.9E
6G&OV I NTS 1 20 w 22 1 PGT0780
i
I
.NOTES! - ..
1)ALLALUMMUM 16063-T6
2) ITEMS # 33.39, 58 59, 66 7%8449
121 & 122 ARE.NOT USED AND ARE ,.
NOT PART OF THIS APPROVAL
3)USE OF #120R #13 REQUIRES
MIN. #10 SMS OR 3/16" MASONRY
ANCHORS @ 24' MAX. O.C.
I
I
17-0420.12
,0211W2020
* : NO. 58705 _
A. LYNNN4LEfl, P.E
7
f:505"
0.081* H I
(D2-TRACK FAD IS 4-TRACK SILL
(GOG3-TG AL) I (6063-T6Al.)
6.198 - 0
-----------
083,
50
1.21 L�J�z -P, �'5.
0,081. 3-TRACK SILL
02 2-TRACK HEAD W1 SCREEN TRACK 0.—
(6063-T6 AL), T6 . 063-T6 AL)
7:105, 221' —
- 0.087
Q IQ
- �21 V 5D5'
I
h l7fLi
C
0,081. 3 3-TRACKHEAD @2-TRACK SILL W1 SCREEN TRACK
(6063-T6 AL) (608 J6 AL)
9.142"
4,49"
010801,
1.2 1
1.
r7lT
0.081, - 0 4JRACK HEAD 02-TRACK SILL
(6063-T6 AL) (6063-16 AL)
0 060"
1614'
112-
1.2�1O 0 06W 0.5310.76
�
1 .516,
SCREEN FRAME SILL SCREEN
k,:,) ADD -ON 8 END ADO -ON
(606346 AL) (6063-T6 AL) U6063 —TOAL)
REQUIRES MIN. 410 SMS REQUIRES MIN. #10 SMS
OR3116"MASONRY OR3716'MASONRY
SEE SHEET 17 FCR SILL RISERS. ANCHORS @ 24' MAX. O.C. ANCHCRS @ 24' MAX, O.C.
EXTRUSIC
mv-SERIES 7;
7nz i
01
G2-TRACKJ B
WE wl
TACK
5.1
83-TRACKJAMB
(6063-T6 AL)
844RACK JAMS
(6063-TO AL)
-122 1 PCIT0130
7
1.045.
0.002"
fiREEN @jL O
-6 p
0-63--TOAL)
0,875'
1, Fif 0.062,
17-0420.12
ff
0 718°
.155'
0.0W°
1.974'
0837 < 3 802 2 304 0 752
3 0752r �,! r 1
s - j;1 163 I`
1 Q 574 t 1! x v 0 798 I.
jh .0
0 a�c"e , 00521 ` 10062�'
0.075" - 0.233
SILL P-HOOK MOUNTING P-HOOK SCREW
r.Rj 11 TRACK OP-HOOK
AL . ° 29 ADAPTOR 29 COVER 0.080" ao
(8063-T6AL) ( ) (6063-T6AL) (W63-TOAL)
J33I�.802 i
>
2.30A1.48W1]39' —1
0.062' 1.6000.133' a 0.062'OW1.870"
' 312 I�'3125 1
ax 735°FIXED MOUNT` ...� - 5d STANOAR -" - B, HEAVY DIfII' 6q INTERLOCK
-
(600-T6AL) (8063-T6AL) (W63-T6AL) ADAPTER'
(606}T6AL)
Fes— 3.979"
0.075°
V u 0.125m I--- 0.28,° --I F--
8T STANDARDASTRAGAL �m HEAVY DUTY ASTRAGAL
(W8346 AL) (6063-T6AL)
1.003' 1.03'
j05,
�. 9" 480453.25- 14TOP/BOTTOM RAIL 79 GLAZ9EA01(IG.1 OO BEADGLAZIIDG B1 9EADGLA7JNG
(GOfi}T6AL) (606346 AL) PANEL CLIP (6063-T6AL)
(6063-T6 AL)
0.757" 1 0 080" 4" ;
195 PANEL CLIP OA09' 2.893" �c
(6083-T6AL) 1.498' 0.133' .498'
0.080' L
.6W I -:]I 9.663
.709° FIXED PANEL 5.621•
1xa NRETAINER, 7/8• 2.82G'
� 0.080°-4k; (W63-T6AL) 11890° OUTSIDE CORNER ASTRAGAL
F0(EO PANEL 90°CORNER RECEIVER (606346 AL)
1o6 RETAINER 9/ifi° 116(8063-T6AL)
(W 63-T6 AL)
ceRr. aF.twxrmxeo U uenre.
SG0.>x4
1.303'
I 0 325'
INTERLOCK " -.•
BS SCREWCOVFR^
(6063-T6AL)
REVISED
with the Florida
1 17.0420.12
5.621" Mlam -oatl roavd
0.'33-
q°
IZD 90- INSIDE CORNER ASTRAGAL �a``� N
NY LYN
(6063-T6AL) : OCEN3f'
68705
13
0
O� FS'.�F<ORIOP..
.UM. SGD-LM IMPACT l E
6 22 •22 o PCT0130 p ALJAAN