HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
M IAM 1•DADE MIAMI-DADE COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidnde.eav/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 (AHJ).
.This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Series "SGD-770" Aluminum Sliding Glass Door w / 90' & 135° corners —
APPROVAL - M 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., bearing the Miami -Dade County Product Control Revision stamp with
the NoCountv Product Control Section.
IMPACT RATING: Large and Small Missile Impact Resistant
LABELIN ac r e manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAP 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
co
iration Date: February 17, 2020
royal Date: September 28, 2017
Page 1
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. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets I
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.
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) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted underNOANo. 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 under NOA 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 Gonzales
(Submitted under NOANo. 09-0826.10)
Jorge M. Plasencia, P.E.
P duct 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-5r"
Edition (2014) and FBC-61 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. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5' 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 RER.
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
"SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1)) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 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, 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 6-14.
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 TONS, ANSI/AF&PA NOS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: PTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017. FTL.6022, FTL-6023,
FTL-6024, FTL-6026, FTL6028, FTL.6031, F116033, FTL-0036 AND FTL.7654
T1FTG11 C',, RHFFTC A A F
Gera
ype
Noctlpllen Naiad Tmm FxlerI.T W Inblbrl
GD
S/1T Umklaled: 0t)Utes MI
Drlf4' SGialb lh.0930'PVBMledayef
InKroyer
04
W
711TLommmed:2)LlleeolllPHSGIaaa60M1.6OWPVO
T/1s or31 GlacewllM1.09D'901nb,layer
Lookele OGLOae
HSGees Wok,SW6G bledayor
of HS
WiTUmtod
BE
GS
1'LamhOledlD.:&ITTEabdor Cep+&e'Air 9pwe+TIlTUmlaetetl; Dlea el&iT H901mo wIIh.OBV PVB Wodayer
IG 3/IW Wf
GSA
T1-altdlRlad A,114"TExledor CepI k1VAIrSP=K+7115'Uminsad; 00LlloceTV0'HS GIasa Wth 091 Wedryer
GB
1'IAntomid LG.:VITTEMeAorCep+31WAI,Space. WTVbemlmled;(2)LIIme1306' H9 Gem W,th.09V SGWaBlyer
Gam
PUMm1ed 1.0.:1W TExlef.l Cep+6'1W Air Space 471161 Uminaled:0Lite$ al&1T HE eaass WMMo6" SBINedayer
D7
T11T UnWal (2) Me ol3MV ANN Glass YAIh.09P SG WNI148r
07A
WIT Marketed: pJ Ulee of114'ANN GI MM.LGo° SG Ynedayer
GS
1. 1mt0mted LO.:&16°TExA.,Cap♦c, Aar apace+lllT Lera.ccd;(2)Lite .1 T1T AM GIaao With d Ke SG lnletlaYor
GBA
I-Lam5m4d LG.; IMP T EalaAm Bee + SIT Air Spaces 7116' Ldmamt (2) Lllea of 3116' AM Glass WI1h Aw SG Wf.,
'ANW a ANNEALED
TO' —HEAT STRENGTHENED
R'=TEMPERED
WV13 •.GN°TROSIFOLO FVB BYKURARNYAMERICA. INC.
"SG'=.080' SENTRYOUSOBY KURARAYAMERICA, INC.
DESIGN PRESSURE RATING IMPACTRATING
SEE TABLES 1, 2&S ON RATED FOR URGE d SMALL
SHEETS6,7&B MISSILE IMPACTREGISTANCE
CODES ISTANDAROS USED:
6
2017 FLORIDA BUILDING CODE (FBC), ONE
•2014 FLORIDA BUILDING CODE (FBC), 5TH
•AME130I
•ANSBAF&PA NOS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL. ADI5
•AISI Stc612
•AISC SI
NOTES.............I
DDNFIGB..........23
I PRESSURES....... 6-8
L DETAILS..............12A4
(IONS ..................... 15.16
f SILL TYPES......... 17
SECTIONS _18,19
LIST ....................... 20
SIONS.................... 21.22
CERT. OPAUTH. mWBII
TABLE A
Anchor
Group
Anchorrype
Frame
ManI
Subalmea
MI.. Edge
Dictate.Disenea
MIn. O.C.
Mm.
Fmbedmantor
Meml TM1lcknem
A
N12 fBB 9M3,
A-60 keI, F.- 95 ka0
p124108SSMS,
(Fy=SO keI, F, 110 WE
All
SoulMm Fine (SO .0.55)
BITS'
TIB'
1318' "
6083-T5 AAonlnum
&B'
0/16'
O.OSP
A36 Elect
SS'
Via-
1060'
Or. 33 steel III
3m°
SITE.
0015°(I6Ge)
1N'SEW Anre-Galorea
Fy=57 Sal, R,96 Mel
All
Conorete min.2.22ke0
1-1127
3°
1318-
Jmbl P-hook
FIIIeEBIack ASTMCOB
2"
3°
T
Jamb/P-hook
HNIoa Block SiM0A0
2"
3"
1-1I4°
qll
8dulhem Pine 60.0.65
1"
1"
ta/T
B
k12 Site) EMS (Gr. 6)
0nln. ite)EMS(hry)
m013th Ild.b)
All
ecul em Pine l50=0.55)
IT
710"
MONTE A1.1hatm
318'
&1T
LOW
A36 Seat
31B'
&116'
0.050,
Gr.3361Ka16ted
3M.
SHOP
omw laws
C
114' Bloc UIlmOOnSe
F,-155 keI, Fu-InW
All
Wncrele(mi., 2.9E ka0
1'
4"
11
Aft /P-hook
Hnlbw Block(ASW GAO)
1-
S°
HAT
W° Elea UlreC tlt
Fy^156 keI, Fu=1i]W
Concrete min. 2. 5 el
2-112'
4
13'B'
Jemhl P-hook
Filled Black STM CENT211Y
a
W14"
Jembl P-0cok
Hollow Block LoSTM CSB
2-0/2°
fi°
4.114"
D
114"4103SEIco Creleriew
Fa IWAkal.F, 18B.Tkel
NaaC/SAT
Courele m1n.&35 ka1
P
4,
1.Y4°
Jamb/Pdmk
Concrem min. a35 k41
1'
8'
Ha"'
Jemp/P-hock
Hollow Book 6W GpE
212
6"
I-V`P
AA
6oNhem Pina SG•0.55
1'
1'
1.YE'
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS MOVE.
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FEE • 45 KSI, MIN FY-33 K&I.
4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
5)ANCHORS MUST BE OF SUFFICIENT LENGTH BO THAT A MINIMUM OF 3THREADS EXTEND BEYOND METAL SUBSTRATE,
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET
FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS,
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
3)WOOD BUCKS DEPICTED AS 1XARE LESS THAN I-1/2"THICK.
PRODUCT REVISED
PI with th. Florida
eulidlnG
PROPERLY SECURED, I X WOOD BUCKS ARE OPTIONAL IF UNIT IS
C.�.
NOA-Ne. 17-0420.12
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2X ARE 1.12"THICK OR GREATER. 1X AND 2X BUCKS
ExPb.U.. Oat. 02/17/2020
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
Dk
By
LOADS TO THE STRUCTURE. BUCK DESIG N AND INSTALLATION IS
Mlam .Pro ue C.nerP
THE 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 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
1 ti ll l/17
NOT REQUIRED. IF USED, NOWSHRINK, NON-METALLIC GROUT,
FULLY
LYNIL
MAX 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST
IS NOT TIGHTTO
l�aQNV
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT
` $i' L10ENyaF
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
= No.5B705
SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
C:'
BY THE AUTHORITY HAVING JURISDICTION.
I SERIES 770 ALUM. SGD - LM IMPACT I
✓� o� m "ol% o� \ \ LL_I .^^vr^ A. LYP.EA58ER, P.E.
, „„ -=—�"' 6GG-Tm NTS 1 .22 PGT0180 C P.Ex5B705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM, PANEL WIDTH
PER TABLES I-J -
I I�
q>
MAX UNIT
HEIGHT / 1 ILxL,;;g
PER TABLES iJ / 3g@
rocAEr IXX@@�
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES I3
MAK.UNITWIDTH
NOM. PANEL WIDTH NOM. PANEL WIDTH
PER TABLES 1-3 PER TABLES 13
MAX UNIT
HEIGHT 1e
PER TABLES W
I�
1
1
is
1 c MAXH HEIGHT
R
UN
1 il�p;g PIP E
TABLEI513
J �
PO T
3-PANEL CONFIGURATIONS
I�—— MAX UNIT WIDTH
NOM.PANELWIDTH
PERTABLES'I-3
�II111�II ¢�
1.R9.f4�3YLfii
GERr I MOl l
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
-
LOCATIONS USING DETAIL 'JW,'Jo",'KW' OR'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
T) XXp,PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2)go' 8138°CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
Iga_Q
3) FOR NOM. PANEL WIDTH, SEE TABLES I-3.
�,rQy
"X'= OPERABLE PANEL,
Ik
'O'= INOPERABLE PANEL,
=POCKET DETAIL LETTER
METALINSTALLATION
W 'CONCRETE
�'c'=CONCRETE
INSTALLATION
SHEET NUMBER
MAX. UNIT WIDTH
DLO WIDTH a NOM. PANEL WIDTH-T'
DLO HEIGHT = DOOR UNIT EIGHT-101.86"
HEIGHT = DOOR UNIT HEIGHT -1.
PoG1(EI
4-PANEL CONFIGURATIONS
3 1
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES I3 �aI
MAX UNrr
HEIGHT /I s Nof
PER
TABLES 1-3 vSw
o
� Q
Q
CORNER TYP.
(OUT3IDE CORNER SHOWN,
SGo-m I NTB 12 a 22 1 POT0130
* i NO.66765
�Ao''•. �6T T r' . E F
A
EXAMPLE CONFIGURATIONS
MOM. PANEL WIDTH
PERTABLES 1-3
MAX4Nrrlt
HEI
96' O IjR 120"
J�
MAX. TESTED UNIT WIDTH =
355-7/i6" Q 96' HEIGHT
300-1/4" Q 120" HEIGHT
3
imp QJ 3iF�'J AMR
m w
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
MOM. PANEL WIDTH
PERTABLES 1-3 _
I
1
MAX UNIT
HEIGHT 1
PER TA IBjLES 1-3
J�
NOM.PANELWIDTH J
PERTABLES I-3 f
1,
MAX UNR
HEIGHT 1
PER TABjLES 1-3
J�
�l
Q�'7
im[•9
m
7
i�m@1
{P
m
imF'1
f�F1
imF7
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
n
1�41mlu
m
mluy
8-PANEL CONFIGURATIONS
W.I.,,
E ..WAUM.WMC
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "JW,'Jc'.'KV OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, p)O= OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90' & 135` CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR MOM. PANEL WIDTH, SEE TABLES IA
'X' - OPERABLE PANEL,
'O"=INOPERABLE PANEL,
'p =POCKET
DETAIL LETTER
x =WOOD OR METAL INSTALLATION
�l 'c"=CONCRETE INSTALLATION
-SHEETNUMBER
DLO WIDTH =MOM. PANEL WIDTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT-10.125-
PANEL HEIGHT= DOOR UNIT HEIGHT -1.866'
POf.
sG m I NTSI 3 122 1 PGTV130
PRODUCT REVISED
B.IItlIn01y1 dewith th= Florid.
NOA-No.CC� 17-0420.12
�. ,• No.59705
"1111III\"
A LYNN MRIER PE
PE190)OS
GLAZING DETAILS (G3
G3A G4, G4A, G5 & G5A)
7/16" NOM.
7/16" NOM.
1" NOM.
Me' He GLASS
3/16' HS GLASS—I
3/18' HS GLASS
.090" PVB
.090' PVB
.090" SG
31W He GLASS
311V"S GLASS
14 3/16'HSGLASS
I4 3/8'AIRSPACE
74
3116- T GLASS
e2
82
83
IX7R
3/4'NOM. ExTEawa
3/4'NOM.
GLASS
3/4'NOM
GLASS
124-127
GIA36
BRE
BRE
BITE
EM� R
80 BO
]8
54 54
61
7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5
9116' NOM. 9118' NOM. II`` 1' NOM.
il4' HS G VSS 7/4' HS GLASS 3/10- HS GLASS
.690°PVB I \\
.090' PVB .090° SG 3/i6' HS GLASS
vd•uc r.I esa� 74 1/4°HS GLASSY T4 5116°AIRSPACE r7
82
'A
PRODUCT REVISED
52
s Y g
Bu1lJingIye 9 wllM1 iM1e PI"rltla
3/4' NOM.
3/4° NOM.NOA-No.Cdu17-0420.12
EXTERIOR GLASS
EXTERIOR
GLASS
12a11'a,PDetlon
Date 02/1712020
BITE4�3
BITE
ey
EMEEMORMiuB1
8154
64
9116" LAMINATED GLASS, TYPE 03A
9/16" LAMINATED GLASS, TYPE 134A
1" LAMINATED I.G. GLASS TYPE GSA
II
ONY LYNh7
�� a�N'•�WENsf ��( ��%i
GLAZING NOTES:
*;' NO.58706
'ANN"=ANNEALED
'HS"= HEAT STRENGTHENED
PT- =TEMPERED
- SEE SHEET IB FOR SPACER DETAILS.-
'••t"
%O,p'•.• SiA ��
,PVB'=.090-TROSIFOL® PVB BY KURARAY AMERICA, INC.
fm4 'YOLO yva
x vE7acE,n.wa74
GLAZING DETAILS
p
�tCs'•.F(ORIDP,.�C��`
'SG' =.090'SENTRYGLA9'BY KURARAY AMERICA, INC.
(y40�fw
�''q��NAL ENG•�� '
C moC oESNOSSN
cEaT. oPwm.ra7w
SERIES 770 ALUM. SGD-LM IMPACT
w ..
"G
JR U4N9n7 .
n^^
JR� 1WIW11
umr
^;
wu,K es
MVLM NTS 4 +12 "-. PGTO130
ALY NMIL P.E.
REA 07M
GLAZING DETAILS
(G6 G6A 37 G7A, G8 & G8A)
1° NOM. 7/18" NOM.
1" NOM.
3/16" ANN GLASS
3/16' ITS GLASS
3f16' ANN GLASS
SG
.090° SG
.090'
.090" SG
3/16" ANN GLASS
3H6' HS GLASS
—
3/16"ANN GLASS
74
318"AIRSPACE
I4
3/8'AIR SPACE
74
3A8' T GLASS
3/16" T GLASS
-
02
83
83
6z1rwOR
3GLA55
314° NOM.
GLASS
t2a12
3/4' NOM.
' 12a127
GLASSa
BITE
GLASS
BITE
BITE
R
IXTEN OR
80
'd ..
1" LAMINATED I.G. GLASS TYPE G6
7116" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE GS
1' NOM.
9ft6' NOM.
1' NOM.
'
3mi
3/16" ANN GLASS
1/4' ANN GLASS
.090° S
3
.090' SG
3116' ANN GLASS
5/1
74
1/4'ANN GLASS
, 74
6N6°AIRSPACE
74
1/4
1/4"T GLASS
-
PRODUCT REVISED
82
83
plying with the Florida
gellding CeN3/4"
NOM.
RgA-11, .17.0420.12
3/4' NOM.
PxTew0a
GLASS
3/4" NOM.
Expirv0oa Data 02/17/2020
GLASS
a
BITE
124127
Gwss
/
BITE
gr_—'.
EXTERIOR
die Z
l maa -
-�l a1"LAMINATED I.G. GLASS, TYPE G 9116"LAMINATED GLASS, TYPEG7A 1"LAMINATED I.G. GLASS, TYPE G8A
GLAZING NOTES:
"ANN"-ANNEALED
'HS' = HEAT STRENGTHENED
T-TEMPERED
"PVB°=.090"TROSIFOL® PVB BY KURARAY AMERICA, INC.
°SG°=.090' SENTRYGIASa'BY KURARAY AMERICA, INC.
mr.rsAury W`VP
SEE SHEET 15 FOR SPACER
TRIES 770 ALUM, SGD
sco->ro NTS 1 5 a 22
* % No. 58705 .P
Fs ":�[ORIOP; R�
S;ONAL ENG"`"
A LYNN MI(lER. P£
P£06W05
Design Pressure (DP) and Anchor quantities Required,
(for all approved configurations on Sheets 2 & 3)
Forcamerastagel encharege od 9P 0r137 comeruHis, see sheet l l
Maximum OP for all sizes:
+601.60 psf
(May be limited by Table 1A)
Table applies to Glass TYP0S 3,
3A, 5, SA, 7, 7A, B & M end
Door Unit Height
Be"
B1"
W"
96"
69-7/B" DLO
71718' DLO
79 71V DLO
8S]/8' DLO
the SIIIe/Ashbool Types ahmvn
below
Mchw Gravp
AnahorGmup
Ananw Gmup
Anchor Group
A
B
1,D
A
B
C
D
A
B
-5FTCq+
C
"O
A
B
C
D
Ha SIII
e
+
+
+1
G+1
G+1
G+1u4.1
G+1
Gal
Cq+
+
+
+
24"
DW
Jamb
B
8
0
B
B
8
6
B
0
6
8
8
8
B
B
B
P-hook
BH
B+7
6+]
6+7
7+8
7+0
7+B
7+9
7+6
7to
]+8
7+8
7+8
7+B
7+8
7+B
—•
Heed13111
C4+1
CA+i
C4+1
C4+1
GN
G+1
C4+1
Otat
G+1
04N
CA+1
G+1
G+1
c,10
C4+1
04+1
S
30"
Jamb
B
0
8
a
B
B
B
B
—B-8
B
6
6
8
B
B
L.
P-0oak
B+7
B+]
0+7
r-7
7a5
]+B
7+-B
7+B
7+0
7+6
7+5
7+6
7+8
7+0
]+B
7aB
+5
HeailSil1
04+1
CA+1
C4+1
G+1
C4+1
G+1
C4+7
G+1
Cq+f
C4+1
G+1
G+1
C9+1
C4+1
CA+1
C4+1
36"
Jamb
B
B
B
e
B
B
B
e
8
B
8
B
B
B
B
B
a
OLEO
-
B
0+7
8+
8+7
7+B
MN
e
8
7+B
7+8
T+8
7+0
7+6
]+e
AB
7+B
7+BPhaak
HaeN3il1
GH
G+1
C4+1
Gai
C4+1
OI+1
C4+1
C4+
G♦1
G+1
Gry
G*1
GH
GH
C4+1
GH
€
42'
35,Jamb
0
e
B
B
0
B
8
0
8
B
6
B
B
B
B
B
DLO
P-hook
9+7
BN
6+7
B+7
]+e
]+B
]+e
7+5
7+a
7+B
A9
7%
7*B
7+6
T+e
r+
Heo"Sill
C4+2
04+2
C1+2
C4+2
CAT
C1+2
01+2
01+2
C4+2
CA+2
C4+2
C1+2
G+2
C4+2
C4+2
Co.
46
Jemb
6
B
9
a
8
8
8
6
a
B
6
B
18
B
B
8
OLO
P.hook
6+]
6+]
fi+]
6+7
NB
]+8
7+B
7+6
]+B
T+B
]+8
7+8
7+B
N
AB
NB
FOR EXAMPLE ON USING TABLE, SEE SHEET 0.
NOTES:
1) POSITIVE PRESSURES IN TABLE i ARE BASED ON THE USE OF THE 3-1/4' SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER Of IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS
80.0 PSF MAX. WHEN USING TI IE 4-SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED), SEE
TABLE M
3) 4', 3-1/4' AND 2-1 YY' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 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.
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.
SIII Height t0 Max. (+) DP
(Water Infiltration Rating)
SIII Riser Haight
(+)Design
(Flat or Box, see
pressure, psf
Sheet l7)
Flush-l-1/2'
sae llote3
law-2-1/T
a46.67
High-M1'
*60.0
SEE NOTES 1-3
ON LENGTH
ON RATIO z 1
ON RATIO = OH LENGTH
ON HEIGHT
OLD WIDTH=
NOM. PANEL WIDTH -7"
DLO HEIGHT =
PRODUCT REVISED
DOOR UNIT HEIGHT - 10.125"
s ptyong with tno Florida
NOAalne C G
NCA-No. 17-0420.12
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1,866"
as,,ratloa awls 02/17/2020
Interlock
P-hook
Loakrille@lamb
Straight Ashagal
Assembly
lockatlle@
SValght Astragal
90-Astragal
Assembly
WrIctie@
90°Astragal
135'Mtmgal
Assembly
Locksnle@
115"Astragal
Standard Stiles
Standard site
Standard Stile
Standard Sole
Standard Stile
Heavy-dutyStile
Heavy-duty5tlle
Healy-dutyStile
Heavyduly5tlle
Standard Astragal
^''I�
Outside Comer
rtsitle Corner
OvUlde
Corner
InsMe
Corner
Ins e
Corner
Outside
Corner
Part 160 (x2)
Part H60
Part 460
Part H60 (Stile)
Part p6]iMlmgaQ
Part H60
ParttH118i(Cotner
Re.1=1
Par[H119 (Olrut)
Part H12010
parts k3l(&tW32
(Corn .& Id Mount)
Part q61
AWARCEInmm
Mo4no-fire,
CMT. CFAWH.= B
SCO-77a I NTS 1 6 • 22 1 PGT0130
J * i No. SB]B5
?�q•'. A oaa it��
Design Pressure [DP) and Anchor Quantities Required(fora0 approved configurations on Sheets 2&3)
Farcorlmr mbeget ancbomge an ST or 135- comer white, tee ¢haet 11
MDklmum DP forallsizast4601-60
(hey he IbNted by Tada TA)
Dae, UNI
War,
Table applies to Giros Types 4, 4A,
BP
BO°
B9•
02'
8'
12U
6, 0A, 7, TA, O&BA eM the
60,710'00
73dI8'
nLO
MVii'DLO
-]B
PLO
1 91718
O
9ATie
LO
1W Ar
DLO
9-YIB
ULO
BRIWAstre9al Types shawa bcbw.
Oahor
Gmvp
AnchorGraw
Ar.har
Omup
ArcherGeop
I AterarGmup
Meter
Gsap
AretenGrein,
o s,Gmu
A
B
C
0
A
B
C
D
A
B
G
A
B
C
D
A
B
0
0
A
B
G
D
A
B
C
D
A
e
C
O
a 981
♦
♦
+1
a
♦
+
+
G+1
+1
Ga
a
01r
Get
+1
GN
+1
+1
r
G+
♦
+1
C41
G+
+
♦
G+
01♦1
Gol
C4+
+1
2P
ILO
Jamb
8
0
8
0
0
0
8
0
8
9
e
B
B
B
B
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
P-0ek
8+7
0+7
B+T
&7
718
7+0
1+0'
7+5
NB
7+0
7+8
7+8
7+8
T+e
7+8
8+e
8+0
849
8+9
Br9
8+9
8♦9
B+B
6+10
9N0
9+10
9+10
Ba10
Otto
0+10
9+10
H9aN311
G+1
G+1
G+1
G+1
G+1
C[+I
C4♦1
01+1
GN
C1+1
C4+1
170
GN
GN
C4+1
ce+1
G+1
CB+1
ce+1
ce+1
G+1
Gat
C4N
Ce+1
G+1
G1+I
G♦1
G+1
G+1
G+1
GN
G41
30'
mO
Jamb
8
B
8-
8
8
8
e
B
e
B
8
a
B
e
8
10
10
10
10
10
/0
t0
10
10
10
10
10
10
10
10
10
Pheek
&7
&7
a+7
0q
T+e
i+0
7♦8
7+8
T+8
7+0
7+0
7+0
i+B
1+B
7♦8
"
6+9
B+9
8+B
&B
BaB
&B
e+9
&to
9.10
9N0
9+10
Ba10
9+10
9+10
9a10
IleeNsill
G+1
G+1
G+1
ce+1
c1+1
Gr1
ce.I
G+1
01+1
C4+1
G♦1
G+1
GA
GN
G♦1
G+1
G+1
".I
C4+1
G+1
G+1
G+1
ce.1
G+1
Gal
Gal
G♦1
GN
Gtt
Gtat
G+thy
0
0
8
8
8
0
B
8
8
0
0
8
B
0
8
10
10
10
10
10
101010
1010101010101610
DWAmb
P4ronk
&T
6sT
6+]
&7
]+0
718
T♦8
7+8
748
7+0
7♦9
T+B
T+e
748
7+8
&9
B+9
B+e
a+9
a+0
Bag
9+9
Ba9
9+10
9+10
9+10
8+10
9.10
ONO
9N0
9+16
G+1
GN
GN
Gtt
GN
GN
Gtt
Gal
GNI
GN
Gtt
GN
GN
G+I
GH
GN
OH1
GN
G+1
GN
Gtt
Gtt
Gal
Gal
G+1
5+1
GN
C5+1
C&T
Grt
(T
4T
p
emb
B
0
0
8
B
e
e
8
B
8
8
B
a
8
B
B
10
10
10
10
10
10
ID
10
10
10
10
10
12
10
10
10
P-0wk
5+1
&T
6+7
0+7
]+8
fee
NB
HO
7a8
>+B
7+8
he
1*0
>+0
7+9
T+e
0+B
8♦B
8+B
0+9
e+B
B+B
8+B
0+8
9+10
BNO
BNO
BHO
&10
9+ID
9N0
&10
Hs.&S111
C 2
G+2
G+2
G♦2
G+2
G+2
Gr2
C1+2
GN2
Gr2
G♦2
G+1
Gr2
Gr2
Gat
G+2
C4+2
G+2
C4+3
G+2
G+2
L5+2
Gr2
C4+2
G+2
C6+2
C&a
C9r2
C5+2
C&2
C0+2
G&2
48'
OLA
Jamb
B
B
9
B
e
0
B
B
B
9
e
9
10
B
8
B
10
10
10
10
10
10
10
f0
12
10
10
to
12
10
10
10
P-0ook
Br7
Bat
&]
&7
T+e
AB
F.
7+e
Ae
T+B
T+0
]+e
7+0
7+8
+8
Ha
Oa9
Bab
8+B
B+9
&9
8+B
&9
9+B
9N0
BNO
Btt0
9tt0
9r19
BN0
[Np
BNO
6[•
aG
IoeNSlll
G+2
G+2
G@
Gt+2
C4+2
b1+2
G+2
01+2
G+2
G+2
G +2
Gr2
Ci+2
G +2
C4+2G+2
Not evallable in these sizes
Jamb
B
B
B
8'
B
8
B
e
10
o
B
9
10
o
B
8
In hook
8+7
&i
0+7
0,7
7+5
7a8
7.
7.8
AB
7+B
+0
7+8
7+6
7+8
718
7+B
tiro
DLO
HesN801
G+2
G+2
G+1
G+2
G+1
Gr2
Ga2
G+2
5+2
Gr2
C4♦2
C7+2
C4+2
G+2
C4a2
G+2
Jam
B
0
8
9
B
0
B
8
10
B
8
B
10
8
8
e
P4oak
0+1
1 &T
I 0♦T
I 8R
IAB
)+0
I i+B
7+8
I .
]+B
]+8
T+e
T+0
7+0
7+6
—
NOTES: c+.m Wenr•Lv vn vom.a
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1W SILL.
2) WHEN USING THE 2-UV SILL, POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING THE 3-1/4' SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 20L
3) 4, 3-1/4' AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, SOD DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
SIII Height to Maly. (+) DP
(Water In%tmticn Rating)
SIII RisOr Heigh
(+)Design
(Flat or Box, sea
Pressure, psf
Sheol l7)
Flush-7-112'
zee nota3
Lew-2-1J2"
+46.87
Metlium-34l4"
+60.0
High-4°
+fi0.0
OH LENGTH
OH RATIO a i
SEE NOTES 1-3 OH RATIO = OH LENGTH
OH HEIGHT
ne
Slfaight As[mgal
Lockitile@
90'A5[mgal
Lockatlle9
135'Astmgal
l,doolla@
Interlock
P-0ook
Wckstile@Jamb
Assembly
Shaight Astragal
AsseaMly
90'Astmgal
Assembly
135-Moegal
HeavydulyStyes
Heavy-duty5tile
Heayydutystlle
Heavy-duty Sthe
Heavy-duty5111e
Heavy-duty 56to
Heavy-duty516e
Heavyduty501e
Heavy-duly5tlle
Standard Asbagal
Bulslde Corner, +
Outside
Corner e
T `p-16'rt—r@J-Jll.
Comer
Cornet
Outside
Inslda Cotner
comer
Part fl61 (x2)
Part 861
Paf[p61
Part 061(93ti1e)
part H67 (Astragal)
Par1861
Part B6113tl'a'
Paft 10 (Corner
part N319 (Out)
part 4120(1".)
Part061(Stlle)
Paris fl3l&p32
Part 861
R6fl1mlver)
(Corn. & Pxd Mount)
my)fsw
CENT.0FAUlrtlXZ69
NOM. PANEL WIDTH-7'
DLO HEIGHT=
DOOR UNr- HEIGHT - 10.125'
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866'
PRODUCT REVISED
Ba oplYIna with the Florida
andon Cado
NOAAIo. 17-0420.12
No 58705 _
IT
r.
TABLE 3:
Design Pressure (DP)and Anchor QuantitiesRequired, all approved configurations on sheets 283)
Maximum DP shown below
I
anchorage an90*or(far
For corner astragal enchmege an 90° or 138' camel units, ace eheel 11
(May be IImRe4 by Table 3A)
Dom Unit Haight
Table to Olaes Type, 4, 4A,
BP
84"
102"
t08'
appfl.
6, BA, 7, 7A, 8 & M end the
9. 8" D O
]3-]/B" DLO
9-I/B" OLD Bi1IB' DLO
9 - /B
O
97-71B" CLO
SlllelAstngal types shone hot=,,
AnehOr Gmup
I Anchor Ors
Alwhar GrW Anchor Grou
Anchor
Group
Anchorec up
A B C D
A B C D
B C D A B C D
A B
C D
A B C D
17-
Oss IPmasuni
HesdlSN
C4+1
C4+1
G+1
Cc+i
CA+1
04+1
C441
+FP0.0
C4+1
I
CAft
CA+1
04+7
C4+1
C4+1
GN
C4+1
CA+1
C4+1
+/-82.8
C4+1
of
C +'I
G+1
G+1
+-
C4+i
s
C4+1
C4N
24'
DLO
Jamb
a
B
0
B
8
a
B
8
B
8
B
B
B
B
8
B
10
10
70
10
10
10
P-hook
6+7
8+7
6+]
6+1'
7+8
i+e
7+B
7+9
7+0
7+B
7+0
]+B
]+B
7f8
]+B
7+0
8+8
+
8+9
0+9
8+9
8+9
7
8+9
0+9
0+9
paelnPressure
+A90.0 f
+1-02.6
Per
+/-75.D sr
23"
Harbert
G4+1 C4+1 C4N C4N C4+t Mft C4+1 C4+1 CAN C4+i C4+1 C4+1
C4+1 C4+1 CA+1 C4+1
C4a1 C4+1
C4+1 G1+1
C4+1 G+1 C4+1 C4+1
So,
DLO
Jamb
e a B 8 e 11 B 0 10 B B 0
10 a 'a 0
10 10
10 10
10 t0 10 10
9
P-hook
B+] a+7 e+7 0+7 7+8 7+0 7+B 7+8 7+6 7+8 Ha ]+B
]+0 ]+8 7+0 7+0
8+9 B+9
8+9 6+9
0+9 8+9 8a9 1 8+9
}
0§s1Bn Pressure
+A80.0 psi
+]A2.6
Paf
+/-76.0 psf
29°
HeadIS111
C4+1 C4+1 C4+1 CAN 04+1 U+1 04+1 Cd+1 Ol+i 04+1 01+1 C4+1
C5+1 C5+1 C4+1 C4+1
C5N C5+1
C4+1 C4+1
C6+1 C5+1 001 C4+1
DLO
Jamb
10 a I B 1 & 1 10 1 B 1 B a 10 1 9 1 0 1 a
1 i2 I 10 I b a
12 10
10 10
10 10 10 10
P-hook
1
1 1
66+7 6+7 5+7 748 7+8 7+8 7+0 7+8 (+B 1+0 7+8
+7
a+9 8+9 8+9 8+9.
8+9 8+9
8+9 B+a
8+9 849 a+9 Bag
E
+A80.0 /
+/E2.6
per
+F76.0 per
air
Desl n P.Surs
Head/alll
CM2 C4a2 C4+2 C4+2 G+2 C4+2 C4+2 C12 C8+2 09+2 C6+2 0643
CS+2 06+2 C5+2 C5+2
C9+2 C5+2
I C5+2 I CB+2
C5l2 C5+2 Cfi+2 C6+2
42"
DLO
Jamb
10 B 8 8 10 6 B 9 12 10 a e
i 12 10 a e
12 10
12 10 10
P-hook
NB 7fa 7+8 7+B 7+8 i+e NB 7+B 8+9 8+9 8+9 8+9
0+9 B+9 9+9 8+9
I I
Bag
+ +
8+9 B+B
+
6+8 Bag B+9 Bag
Oeslgrt Ple93am
- +-so.opor
Sea McbA w.
+1
+Id2.5
Ps4
+/-75.0 sf
41"
HeadoSill
C6+2 I C5+2 C4+2 C4+2 W+21 CH2 1 C5+2 1 C6+2 C6+2 I C5+2 05+2 1 C5+2
Cb+2 W+2 +2 05+2
C6+2 06+2
C5+2 05+2
05+2 N+2 C642 C5+2
10 8 8 B 12 10 0 a 12 10 8 8
B
14 12 B
14 12
f0 10
14 10 10 10
DLO
4.0
0+9 9+9 B+9 B+9 8+9 8+9
I 9+10 9+t0 +i 9+1u
9+10 9+10
9+10 9+10
9+10 9+10 9+10 9+10
P-Mek
I 7+8 I 9+B I T+e I NB I 0+0 I8+9
..,-
EXAMPLE ON SHEET 9
NOTES
1) PRESSURES IN TABLE 3ITIIV BASED THE USE OF THE 4" SILL.
DLO WIDTH =
WHEN USING DI WATER
WATER PO POSIP IS TIVE
2)WHEN USINGTH. 2HENUSING THE WATPSFMAX. WHEN USING (NEGATIVE PRESSURES
DP.IS 60.0 PSF MAX. WHEN USING THE 4"SILL, POSTNE WATER DP IS 80.0 PSF MAX (NEGATIVE PRESSURES
NOM. PANEL WIDTH -7'
UNCHANGED). SEE TABLE 3A.
3)4",3-114'AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
OLD HEIGHT=
DOOR UNIT HEIGHT - 10.125-
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 1044 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT FRO EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
—_-.---------
....... �•-a-,...,,— n ccc—'n ncrens
THE FOLLOWING STRE&ASIIWGAL
Trca iarvu-I O. vaevlvrc
l..e�ee
SOalght Astragal
�== „"��•--_.-•.,.....g_...._.-_._.._..___.._
Ladadle@
90'Asira al
Lodstile@
_....
135'Asbagal
Locksule@
Interlock
P-hook
Meksrlle®lamb
Assembly
Stralghl Astragal
Assembly
90'Astrogal
Assembly
135-Asmagal
Heavydury Stiles
Heavy-dutyStila
Heavy -duly Stile
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
HeavyAny Stile
Heavy duly Stile
Heavy-duryAstrae.I
Outside Comer
Outside
Id
Come
Corner
Corner
Inside N
Comer
Outside
^�
e
Inside CCCC- ��s1 �1�1
Corner
Part U61(x2)
Par11161
Part p6l
Part U0l lblile)
Par[U68 (As[ragaQ
Part a6l'
Part d51 lShce)
Part U118 (Corner
part 0119(out)
Part U1200n.)
partH61 (Stile)
Parts U31&U32
Part B61
Receiver)
Korn. & Fxd Mount)
CEW.. OFAM. 029ou
SOW70 I NTS 1 0 e 22 1 POT0130
$III Height to Max. (+) DP
(Water houration Rating)
Sill Riser Haight
(+)Design
(Flatar Box,sea
preeaure, psf
Sheet 17)
Flush-1-1/2"
1 see note 3
Low-2-1/2"
+48.07
Metllum-3-1/4'
♦aD.D
High-4'
+gp.0
bee rvu I L' l-J
OH LENGTH
OF RATIO E 1
OR RATIO - OR LENGTH
OH HEIGHT
PRODUCT REVISED
pllina with the Florida
aelldina Cado
NOA-Ne, 17.0420.12
eaplreaen out. 02/17/2020
Na. 58705
;OR, am
"S/�NAL ENGx`` .
A LYNN MILLER RE.
I
NOFRAME '0x10"P-HOOKANCHORAGE CONSISTS OF: --� SEE°C5'CLUSTER
SEE LR:CO14U
AMB (9) P-HOOK ANCHORS, DETAILS, SHEET 10
IRED® SEE"05"CLUSTER MAX. UNIT WIDTH SEE" CV CLUSTER DETAILS, FOR ASTRAGAL
SPLICE (PERPENDICULAR TO GLASS DETAILS. SHEET 10 FOR
NOTE, ERIOR PLANE) SEE TABLE 2, SHEET 7 REQUIRES "C6' SHEET 10 FOR INTERLOCK P4. MAX. O.C.
KETS INTERLOCK CLUSTER.SEE
THIS AND .� 48" NOM.
SHEET EEPOCKET 10 P-HOOK `DETAILS, SHEET II AMB MOUNTINGxx z x xxxNSTALLATION, ADAPTER Sx.(T�xxHIS SHEET ANCHORS MIDWAY i 0'SHEETI4 BETWEENP-HOOK I I 4PAIRS OF
ANCHOR58AT 3' I 0' x=FRAMEANCHORS
FROM TOP& 1t4•MAK O.C. OANCHORS 98' (TOTALS
BOTTOM gio UNR 2P MAIL ANCHORS)
4.051'. TO OPENING ��'mI ()m=P-NOOK HEIGHT O.C. PER JAMB
EDGE OF POCKET SEE I$$ i I I O ANCHORS x `� (SEE JAMB
INSTALLATION IE m o �Is•MAX O.C. 7J DETAIL
OETAILS'Jc' 8'Kc', i i ® I I M O= P-HOOK BELOW)
END PANEL SHEET 14&PART 22� � �® 0' MOUNTING
ANCHORAGE DETAILS'J'8'K', i '--1®� I0, a^MAY. ADAPTER x
24" MAX. (2 ANCHORS) SHEET 19 FOR I 1 I / ANCHORS k
O.C. P-HOOK -___ 8'MAX, lol--` x x x \—I END P.EL
"+2° ANCHORS x n x x x xx xxx x x ANCHOMGE(SEE
ANCHORAGE ENO PANEL x
ACH BELOW) x' xxx n x' �vp• Z SKETCH BELOW)
(GEEGItET W BELOW) y2.� x �yp• �•�2+ ANCHORAGE ANCHORAGE
CENTERLINE S' - TIT' �^ ANCHORAGE ANCHORAGE ANCHORAGE
OFPANEL 7 2.04"
24' MN(. EXAMPLE: 6-PANEL 2 TRACK, 90° OUTSIDE CORNER -pXXIXXO-EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C. 48-x 96'NOM.PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3. SHEET8) 6- SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NOW STRUCTURAL
ANCHORS MAYBE ADDED
1 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I� SHEETS 6-8.
48'
NOM.
•
. INTERLOCK HEAD & SILL: S' MAX FROM FRAME CORNERS.
PANEL
SEE"C5"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
WIDTH
DETAILS, SHEET IO TABLES, SHEETS 6A AT EACH INTERLOCKAND
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
•+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
A W
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
C 1
AS NEEDED TO ALIGN THE
TWOR HEAD OR SILL IFASPLICE
47'
E� OCCURS AT THE P-HOOK.
MAY,
PRODUCT REVISED
O.C.
as colnplxlnB with We Florida
Bo
NoOwAt-No. . 77-0420.12
5.64" ExphaOon Oat 2M7/2020
6' MAX.
BV
MI
CENTERLINE - JAMBS & P-HOOKS: 6° MAX. FROM BOTTOM. 21"MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR
OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE _2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
—'-2'ANCHORAGE ANCHOR PAIR
REQU RE5 SEE "GV CLUSTER END PANEL
CENTERLINE CENTERLINE
'CB"CLUSTER, SEE �-.— DETAILS, SHEET IO ANCHORAG
DETAILS, SHEET II I INTERLOCK FOR ASTRAGAL r^SIRAGAL (2 ANCHORS) 8•
. xx - I �., , „ v s• I I MAX.
FT1I CENTERLINE CENTERLINE CENTERLINE ; {r No.6BT06
EXTERIOR t/ r+— 'F2"ANCHORAGE r_ "+2"ANCHORAGE I ._
OF PANEL 3 OFPANEL 4 OF PANEL 5 )
SEE SHEET I I FOR OTH ER INTERMEDIATE ANCHORS
N. vEpc vmns ANCHORAGE SPACINGBEXAMPLE PLANS .Lx FtoaBN:
fe+0<s4fbos %•% c\S'• G� ten:
cExr. mFAt?H/3W19BRy. SERIES 770 ALUM.SGD-LM IMPACT 'NAL
JFn Dy0L1] C CORRECIEOEXAMPIE TO UFDATFD M'GpR VALUES ewxu,a r —9 7 w / \
A NfWMI.PE
ro sco-np NTS B +22 o..n PGTD130 C pEasams
JA 7dfdf4 w°cm�amF
ASTRAGAL OR I_..SPUCE LOCATION ASTRAGAL OR I (FOR SPLICE
IME6RLINE -I IF NEEDED INTERLCENTERLOINE� C6NCLUSTIEftSETAIL)
CENTERLINE I
7" *-
A41.75"
F4"
2.04'4'OAG. 7'EXIEPoO
_F1 _l+ F1�7 FI
v 2-TRACK FRAME HEADISILL V 2-TRACK FRAME HEAD/SILL �7
�R ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,"C41 ANCHORS ARE REQUIRED,"C5°)
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK-'t—IF NEEDED INTERLOCK- CONDITION, USE
CENTERLINE I CENTERLINE C6' CLUSTER DETAIL)
3.5° 3.5"
2.04"
4.03' 4.06'
7' T�RI 7 4' DIAG. E,tm
3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL `�
Q ASTRAGALORINTERLOCK QV5E WHERE 6CLUSTERCK_
(USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 'CV)
ANCHORS ARE REOUIRED,'C4")
ASTRAGAL OR L...SPLICE LOCATION
INTERLOCK- IF NEEDED
CENTERLINE
4-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, °C4")
ASTRAGAL OR� (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE i "06° CLUSTER DETAIL)
S'
OR
45
4-TRACK FRAME HEAD/SILL
(D ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "05")
CW..OFA..RDI.
ASTRAGAL OR SPLICE LOCATION
2.04°
INTERLOCK-�—IIF NEEDED
2.04°
-
CENTERLINE
Y21"
EMERIOR
c
3.6"
MAX.
*7'
O.C.4'
21'564'
MAX.
O.C.
7
6' MAX.
2-TRACK FRAME HEAD/SILL
LrA ASTRAGAL OR INTERLOCK
F-2-TRACK
L
(USE WHERE 6 CLUSTER
FRAME JAMB
6'MAX
ANCHORS ARE REQUIRED,'C6°)
ANCHOR
PAIR
ASTRAGAL OR II--SPLICELOCATION
INTERLOCK IF NEEDED 204'�
CENTERLINE y 35'
7" {_ 21"
4° DIAG, MAX
O.C.
2.04' T-
TOR-.-I
3-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'C51
ASTRAGAL OR (FOR SPLICE
NTERLOCK� CONDITION, DO NOT
CENTERUNE USETHISDETAIL)
3.5' If
2.04"
6' MAX
( 4-TRACK
6° DIAG. FRAMEJAMB
EXMRIOR ANCHOR PAIR
ANCHORS MAY BE INSTALLED
_ EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
1 NOTES:
564° 1.ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
-( ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOKSEE SHEET 9.
13-TRACKFRAMEJAMB
ANCHOR PAIR
PRODUCT REVISED
eunnme lyln49aw0n the Flari42
FOR SPLICED
a 17.0420.12
CONDITIONS ONLY:
NOA-No.
SPLICELOCATION
enP1m6on la 2/172( 020
ED
�IF NEEDED
Ry-.
4-TRACK FRAME HEADISILL
(AT ASTRAGALORINTERLOCK
(USE WHERE ITH &LWITHOUT SPLICE CONDITION IRED, "C6")
10 • 22
m
* No. 66705
sy
�'x�is�ONALIENG�"
2.04•
IMEROR
4°DWG.MFAINTERIOR
OtWERIOR
EXTERIOR3.5'
4..
2,04' EMENOR
2.04'EXTEROR
90-CORNER
90-CORNER
2-TRACK FRAME HEAD/SILL
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
(USE WHERE 6 OR CLUSTER
ANCHORS ARE REQUIRED,'C4
ANCHORS ARE REQUIRED,'CB•)
t.08" —
IMERIOR
EXTERIOR
4
MEWIX
-� 90°
3.5° INTERIOR
r I I C
J °
4° r �-7°R 4"
8. /
2.04° EXTEROR 2.04Ew-
135'CORNER
136-CORNER
2-TRACK FRAME HEAD/SILL
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED,"C,
ANCHORS ARE REQUIRED.'G6')
INTERIOR 466°
°+1' ANCHOR
5'
EX ERIOR
3 I 3.5"
7'
CENTERLINE
OFPANEL
I '. 3.6' ON
( 3.5' 4 ).4' INTEwOR •+2'ANCHOR
S T° EX—jEwOR T' ALL
E% RN R
90'CORNER 73 FRAME ER rL VIEWS
3ANCHO CLUSTERRAME REQUIRED
3-TRACK ANCHO CLUSTER DISILL
REQUIRED
V
('C6'ANCHOR CLUSTER REQUIRED ('C6"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) ATALL 3-TRACK CORNERS) 4"DIAG.
INTERIOR .Bd2" INTERIOR 2.U4"
2.04' , 3.5"
EXTERIOR CENTERLINE
4• INTERIOR 6.88' I OF PANEL
INTERIOR 80° 4- 3S 135° 04 °+3°ANCHOR
r
5.12' 6.EY 3'S• 4AW
T.
7' EX NWT
2.04' 3.5° 4- 4'DIAG. 3.5. 3b°
4° CENTERLINE
EXTERIOR r EXTOu 2,01 OP PANEL
90' CORNER 135- CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL q-TRACK FRAME HEAD/SILL
('CB'ANCHOR CLUSTER REQUIRED ('Ce"ANCHOR CLUSTER REOUIRED INTERMEDIATE ANCHOR LAYOUT
ATALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. rpm iEfHNotUar 1: ^•�"•
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE NVEMCE N: wzm ANCHORAGEEXAMPLE CLUSTER
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. I911j4B61°00
eErzr. oX,wreism,°e SERIES 770ALUM. SGD-LMIMPA
sGv Xm I NTS 1 11 x 22 1 PGT0130
CENTERLINE
OF PANEL
+2'ANCHOR
2.04' 4°DIAG.
3.5'
1 CENTERLINE
OFPANEL
"+3-ANCHOR
2.0 4' DIAG:
3.6°
7'
CENTERLINE
�DN
FPALL
EL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCT g REVISED
.. ..ngl0o4ewith 1h0 Florida
BulldNaa.00. 17-0420.12
Explra6on Dale 02M 712020
No.5R7o5
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT; SEE TABLE A, SHEET i
MIN. OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE:
DISTANCE:
THE METAL SUBSTRATE
SHEET
SEETABLEA, SHEETI
SEE TABLE A, SHEET I
_EDGE
'- S BE TABLE A, SHEET 1
2-A,
2-1/18° •
1/y"
2-1116" •
_
NOTES:
SIONS
EXTEmon 1/4"
/Y�
SHIM
r
� ERIOR
ARELL
MA SHOWNX. BASE
SHIM ON N.A OWED•
r
ExTERIo SHIM
7
EMBEDMENT: f
2. METAL OR WOOD
SUBSTRATESMAYBE
J
USED OR
SEETABLEA,
SHEET
WOODANCHORTYR,
2X WOOD WOOD ANCHOR TYP.,
METAL TYP., SMS ANCHOR TYP.,
TYPES PER TABLE A,
SHEET 1.
2X WOOD
SEE ANCHOR NOTES
TYR. SEEANCHOR SEEANCHORNOTES
SEEANCHOR SEE ANCHOR NOTES
TYP., SEE ANCHOR
& TABLE A, SHEET 1
NOTE 3, SHEET 1 & TABLE A, SHEET 1
NOTE 4, SHEET i & TABLE A, SHEET 1
" DIAGONAL O.C. IS
NOTE 3, SHEET 1
2-TRACK FRAME HEAD
WOOD INSTALLATION
3-TRACK FRAME HEAD
WOOD INSTALLATION
4-TRACK FRAME HEAD
METAL INSTALLATION
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
WOOD ANCHOR TYR, 2XWOOD
WOODANCHORTYP., - 2X WOOD
SMS ANCHOR TYP., METAL TYP.,
DETAILS, SHEETS I0&11.
SEEANCHORNOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYR, SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR
&TABLE A, SHEET NOTE3,SHEET1
SEE &TABLE A, SHEET NOTE 3, SHEETI
SEE &TABLE A.SHEET I NOTE 4, SHEETI
SEEANCHOR
ANCHOR
ANCHOR
MIN. OF 3 THREADS BEYOND
NOTES. SHEET
NOTE 6,
NOTE 51
THE METAL SUBSTRATE
1 (1/4" MAX,)
SHEETI
-
SHEET 1
— -
(1/4"MAX.) - awY'•
(1/4-MAX.)
EXTERIOR
' ExiERlaft
Exr� R I
EMBEDMENT: SEE
�l
a
TABLE A, SHEET
2-1/16"•
2-1/18"•
2-1/16""
EDGE DISTANCE:
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE A. SHEET I
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A SHEET I
EMBEDMENT: SEE TABLE A. SHEET1
ME SILL
�AL
3-TRACK FRAME SILL
�MTAO
WOOD INSTALLATION
wWODINSTALLATION
EMBEDMENT: SEE
PRODUCT REVISED
TABLE A, SHEET i
o pl Ing wlm iM10 Flmlax
emialnp Luac
EMBEDMENT: SEE
Now -No. 17-04 0.12
TABLE A, SHE ETI
EDGE DISTANCE;
Explra6oR Date 02/17/2020
SEE TABLE A,
METAL TYP., SHEET 1
By
EMBEDMENT: SEE
TABLE A, SHEETI ~
EDGE DISTANCE:
BEE ANCHOR
mm ma��t co�arm
EDGE DISTANCE:
O SEETABLEA,
NOTE 4, SHEET
2XWOOD SEETABLEA,
2XWOOD SHEETI
TYP., SEE ANCHOR SHEET 1
TYP., SEEANCHOR
2 1/i6"'
NOTE 3, SHEET1
NOTE 3, SHEET1
SMS ANCHOR TYP..
SEE ANCHOR NOTES
2-7 /76"•
2A116"'
&TABLE A, SHEETI
_
WOOANCHOft TYP.,
MIN.OF3
SEE ANCHOR
SEE ANCHOR NOTES
8 TABLE A. SHEET 1
SEE ANCHOR NOTES
THREADS
I I I I 7
`"��HY LYNN
B TABLE A, 8HEET7
EXTERIOR BEYOND THE
` ,.
E%TEmOR
EXTERIOR
METAL
SUBSTRATE�10ENy4:�(�� y
1/4•MAX. SHIM III---
7� 1/4"MAX. SHIM �F--
1/4• MAX. SHIM I-.—
_
C Iy ( No. 53705 '
FRAME JAMB
®3-TRACK FRAME JAMB
®4TRACK FRAME JAMB
G®2-TRACK
w WOOU INSTALLATION
w WOOD INSTALLATION
Iw METAL INSTALLATION
O
10IO7ECXNM.OAYDRNE
H. vEmcR"cay �CHORAGE DETAILS
%�FS,.%'2�`
R�r"I'll,
SERIES 770 ALUM. SGD-LM IMPACT
LENG`y�
C CHANDE4 THIS 4HEEi.
cER oEn✓rHnpzea
wwn-., ex a+.e o.anw roe A.LYNN�.IIILEIi, P.E.
JR UMPJI7 NO
o,x.,,.,- mm on:
�orrwmnemn
voraavrm2y�tiz ®
so0.7>D NTS 12 • 22 PGT0130
C P.E.a07M
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET
EDGE DISTANCE: SEE EDGE DISTANCE:
CONCRETE CONCRETE SEE TABLE A, SHEET1 CONCRETE
PER TABLE*iXCONCRETE
ET 1
A, SHEETI6"' PERTABLE p-1/16=• PERTABLE
A, SHEET 1 A, SHEET 1
aEMBEDMENT:1/4" EXTERIOR 1/4' E%TERIOR
SEE TABLE A,MAX. MAX. 1 73SHEETISHIM SHIM
PROPERLYTE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BU.,HOR NOTES& WOOD BUCK TYP., SEE SEEANCHORNOTES'&
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET i
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD
CONCRETE INSTALLATION a®c CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETEANCHORTYP., PROPERLY SECURED 1X
SEEANCHORNOTES& WOODBUCKTYP., SEE SEEANCHOR NOTES& WOODBUCKTYP.,SEE
TABLE A, SHEET ANCHOR NOTE 3, SHEET I TABLEA,SHEETI ANCHOR NOTE 3, SHEET
SEEANCHOR SEEANCHOR SEE ANCHOR
NOTE 6, SHEET NOTE 5, NOTE 5,
1 (1/4' MAX )� SHEET 1SHEET I
T _ _ 1 014"MAX.)� - 1 (1/4"MAX.)
- EMBEDMENT: SEE TABLE A, SHEET I NOTES:
EDGE DISTANCE: 1. ALL DIMENSIONS
SEE TABLE A, SHEET I SHOWN ARE BASED
2-1/78"• ON MIN. ALLOWED.
I/4" • DIAGONAL O.C. IS
"' ::•'r MAX -
MIN 4"(HEAD & SILL)
OR 6" (JAMB) SEE
"j DETAILS, SHEETS
10 & 11.
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET I TABLE A, SHEET
4-TRACK FRAME HEAD
Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE ANCHOR NOTESB WOOD BUCK TYP., SEE
TABLEA, SHEET 17 ANCHOR NOTE 3, SHEET I
EXTERIOR EXTERIOR 0 ( EMEROR :.. •..,'.�� ::'. • +Y ,.
21/1a -- 21/16 �2-1/10
EDGE DISTANCE. CONCRETE EDGE DISTANCE CONCRETE EDGE DISTANCE:
SEE TABLE A, SHEET I PERTABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET
EMBEDMENT: SEE TABLE A, SHEET A.SHEETI A,SHEET1' EMBEDMENT SEE TABLE A SHEET
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL Dc ®3-TRACK FRAME SILL ®4-TRACK FRAME SILL
CONCRETE INSTALLATION EP CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE I+
TABLE A SHEET
EMBEDMENT: SEE
TABLE A, SHEET
PROPERLY SECURED . EDGE DISTANCE:
1X WOOD BUCK TYP., 5 SEA,
SHEET 1
SEE ANCHOR NOTE 3, SHEET
SHEET
CONC./CMU ANCHOR -' 2-1/i6""
TYP., SEE ANCHOR
NOTES &TABLE A, SHEET 1 CONCRETE
L� .. ORCMU
V 1/4" MAX. SHIM PER TABLE
A. SHEET 1
2-TRACK FRAME JAMB
Ge CONCRETE/CMU INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEETI
CONC./CMU ANCHOR
�1
EDGE DISTANCE: PROPERLY SECURED
SEE TABLE A. IX WOOD BUCK TYP.,
EDGE OISTANG
SEETASLE A,
SHEET 1
'
TYP.,SEEANCHOR
NOTES & TABLE A,
SHEETI+
.x1
SHEET SEE ANCHOR NOTE 3,
SHEET
2-1/16""
�{
CONC./CMU ANCHOR
:`.-
Ell
TYP., SEE ANCHOR
PROPERLY SECURED
NOTES & TABLE A,
1XWOCD BUCK TYP.,
SHEET
CONCRETE
SEEANCHOR NOTE 3;
CONCRETE
ORCMU
SHEETI _.
EXTERIOR
PI
v 1/4' MAX. SHIM
Fes--
+
ORCMU EXTERIOR
PER TABLE n
A, SHEET 1 V
1/4" MAX. SHIM
'-
PER TABLE
A, SHEET 1
�_
iXW.. OFAIRH. R39296
SGW70 I NTS1 13 +22
CONCRETE
PER TABLE
A, SHEET I
PRODUCT REVISED
plylna with the Flodda
Seidl., Gotle NOA-N,. 17-0420.12
NOA-
P.Pl.ti.n oat. 02/17/2020
mm
t. o5 TE OF ;
, LYNN IA.R, P.E.
RES 58705
INSTALLATION DETAILS
FRAMEJAMS
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE
TO PREVENT
WOOD FRAMING TABLE A. SHEET
P-HOOK MOUNTING ADAPTER WATER
WOODANCHORTYP., INFILTRATION
SEE ANCHOR NOTES
EMBEDMENT:
& TABLE A, SHEET 1
SEE TABLE A,
(ALSO SEE TYP.
SHEET 1
28 ILLUSTRATION, SHEET 9)
DISTANCE: SEE
TABLE A, SHEET EMBEDMENT:
SEE TABLE A,
2E
E.Fuog SHEETI
PHOOK WOOD ANCHOR TYP.,
15 P-HOOK
SEE ANCHOR NOTES
/
CONCRETE OR J
& TABLE A. SHEET 1
CMU PER TABLE
' (ALSO SEE TYP.
2.893°MIN. A,SHEETI
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
P-HOOK FOR USE WITH
FLAT SILL RISERS
Jw PARTS 918.#20,#22 OR 424,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN.
(SEE TABLES IA, 2A&3A MAYALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
METAL TYP..
SEEANCHOR
P-HOOK MOUNTING CONCRETE OR
NOTE 4, SHEET 1: EMBEDMENT: SEE
TABLE A. SHEEi1
ADAPTER ENS
ANCHOR TYP., SEE CMU PER
MIN. OF 3 THREADS
BEYOND THE METAL
A• SHEET SHEETI
ANCHOR NOTES
SUBSTRATE
&TABLE A, SHEET
2�(ALSO EMBEVMENT:
SEE TYP.
BEE TABLE A.—t
EMBEDMENT:
SEE TABLE A;
SHEET
DISTANCE: SEE
EDGE
EMBEDMENT: SEE
TABLE A, SHEET i
ANCHO
MU
R
T
ANCHOR TYP..S&
P/'ANCHOR NOTES&
' I TABLE A, SHEET
1-1/4• MIN. EDGE DISTANCE
Ez D-
28 P-HOOK MOUNTING
\ ADAPTER CONCJCMU
`ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED,
2. FIGURES ON THIS
SHEETAREFOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A. SHEET I FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS BE FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
FOR USE WITH ANY SILL RISER
ISP-HOOK
PARTS#18 #20 #22 OR#24,
CONCRETE/CMU INSTALLATION INTERIOR MOIINTSHOWN
(SEE TABLES IA 2A&3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
P-HOOKMOUNTING
EMBEDMENT: SEE
ADAPTER CONCJCMU
TABLE A, SHEET
ANCHORTYP., SEE
ANCHOR NOTES & TABLE,
A, SHEET I
y
(ALSO SEE TYP.
PRODUCT REVISED
ILLUSTRATION, SHEET 9)
Ito ith the Florlao
eunamv Xoylew
NOA No. 17-0420.12
m wmbwoK
—1
1414• MIN. EDGE DISTANCE
E.Pbet e. D.I.J)2117/2020
OOKSMSANCHORTYP.,
SEE ANCHOR NOTES
ExTEWOR
n
PHOOK CONCJCMU
ANCHOR TYP., SEE
WERIOR
&TABLE A, SHEETI
V
ANCHOR NOTES& TABLE
(ALSO SEE NP.
2.893• MIN.
A. SHEET 1
2.893°MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
111111I I111
®P-HOOK FOR USE WITH BOX SILL RISERS
®P-HOOK FOR USE WITH BOX SILL RISERS
Kc PARTS 419 #21 #23 OR#25,
PARTS #19. #21, #23 OR#25,
EXTERIOR
IOCENSF
J
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION
Q�:
(SEE TABLES IA, 2A&3A MOUNT
(SEE TABLES IA. 2A&3A MD T
=#;' No.68I05
FOR WATER RATINGS) ONLY
FOR WATER RATINGS) ONLY
_ ^ ; /77
LEM, OFAI/R1 OMed
steam NTS 1 14 + 22 I PGTO130
0
CONFIG. EXAMPLES
MAX. UNIT
WIDTH MAX. UNIT WIDTH
HEADER DETAIL'A', MAX. NOM. PANEL WIDTH
SHEET 18; INSTALLATION DLO TYP. PER TABLES 73
DETAILS'Aw' &'Ac',� WIDTH INTERIOR
SHEETS 12 & 13
NOTES: ExiERIDR
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS - - 90'
APPLICABLE. SEE DP/ANCHOR PANEL[�A
TABLES, SHEET86-H FOR MAX PANEL TYPE PANEL CORNER DETAIL'N2',
PANEL HEIGHT AND WIDTH. SEE TYPE 'OS'TYPE ANCHOSHEET RAGE
SHEETS 18 & 19 FOR SECTION A M MAX. UNIT ANCHORAGE SHEET 11
DETAILS AND SHEETS 12-14 FOR MAX pgNEL MAX. HEIGHT INTERLOCKDETAIL
INSTALLATION DETAILS. PANEL S WIDTH TYP. DLO PER V. SHEET 19
2)(1) LOCK (ITEMS 75 & 107.110) AT HEIGHT SEE PER I HEIGHT TABLES EXTERIOR INTERID
EACH LOCKSTILE, LOCKING INTO 1-3
KEEPER (ITEM 103) AT FRAME JAMB NOTE TABLES I-3
OR ASTRAGAL. JAMB DETAIL'G3', SHEET
3) PLEASE SEE APPLICABLE X 18; INSTALLATION DETAILS
X)
ASTRAGAL & INTERLOCK X 'GW &'GC, SHEETS 12 & 13
COMBINATIONS PER DP/ANCHOR DLO WIDTH la NOM. PANEL WIDTH - 7"
TABLES. 90' DLO HEIGHT - DOOR UNIT HEIGHT -10.12V
SILL DETAIL'D', SHEET 18; PANEL HEIGHT - DOOR UNIT HEIGHT,- 1.866-
INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER 4 PANELS - XX/XX
'DW &'DO, SHEETS 12 & 13 SILICONE HOTWELTBUTYL
STRUCTURAL
SILICONE STRUCTURAL A ..._ SILICOMNM_ 'W1e'NOM.
PANEL CORNER
DETAIL
Part#
Description
Materiel
124
KonnMding 4SG TPS Spacer System
125
Ouenex Super Spacer nXTwiih met Melt Butyl
See this
She.' br
128
ouanex Outeseal Spacer
Matodels
127
U lnal xi Edge Spacer
CERT. OFAM..MN
ON.
F
WITH
DESICCANT
EXT.GLASS-
///
PRODUCT REVISED'
INT. GLASSGLAea
v�
a omplyyingg with 1h. Flarldu
0uileiaa Catle
N0A-No. 17-0420.12
Iza KODISPACE 4SG TPS
tzs SUPER SPACER®NXT'"
Expimuono 2/1e-0 7/202D
C/(l/ Y=1NT.G1.ASS V4V A—INT.GLASS
txe DURASEA0 SPACER +z+ XL EDGE T"SPACER
15 - 22
PL?NIv
P2.. F :CcG
*; No. 58706�
p:, IgI 0
8TA
s "ONALY
A. LYNN MRLER, P.E.
P.Eg5B7a,
CONFIG. EXAMPLES
FIXED JAMB DETAIL'G2',
SHEET 18; INSTALLATION
DETAILS'GW 8'Gc',
SHEETS 12 & 13
SHEET 19
ASTRAGAL HEADERDETAIL'A',$I
DETAILS'Ll' & 18; INSTALLATION LET
L2, SHEET 19 'Aw' &'Ad, SHEETS 12
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
L'
'D'
IN
TANE
MA
NOM.
PANEL
/
UN
HEIC
WIDTHTYP.
/
PE
MAX
PER
SEE
TABI
OLD
TABLES I3
NOTE 2,
1:
HEIGHT
SHEET IS
aju
a
°
JAMS DETAIL'G3', SHEET 18:
ON DETAILS'Gw' &'Gc', SHEETS 12 & 13
HEADER DETAIL'A'. SHEET 18;
INSTALLATION DETAILS'Aw' & •Ac,
SHEETS 12 & 13
MAX.
DLO
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
L
'A'
,�.
.OS.
7v
T
/
HT
SILLDETAIL
NOM.
/
I
'D', SHEET
MAX
/
/
PANEL
SEE
ES
18;
DLO
WIDTH TYP.
NOTE 2;
INSTALL
DETAILS
HEIGHT
PER
TABLES 1-3
SHEETIS
'OW &'Dc',
SHEETS 12
(fj
%
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GW &'Ge. SHEETS 12 & 13
INTERLOCK
IP p INTERLOCK DETAIL
MAX.
SHEET 19
UNIT
HEIGHT
90'OUTSIDE CORNER
PER
DETAIL'N1', SHEET 19 &
TABLES
CORNER ANCHORAGE
1-3
/-SHEET11
873, X X
SEE FRAME & MAX. UNIT WIDTH
PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET IS 2( TRACK) 'DW& Tid. SHEETS I2& 13 EXAMPLE: 90'OUTSIDE CORNER -X=X(2-TRACK)
JAMB DETAIL'S1', SHEET 18;
ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW &
L2. SHEET 19� '1 INTERLOCK DETAIL'M', SHEET 19 'to', SHEETS 12 & 13�
'HEADERDETAIL
J ETAIL'H2, SHEET P-HOOKOETAL'J'&'K'. SHEET B', SHEET I8, 1 •,,,J 1
18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'17, SHEET 18, INSTALLATION
'HW &'Ho, SHEETS 12 & 13 Vd,'KW & Xc', SHEET I4 DETAILS'BW &'Sc; DETAILS'IW &'10%SHEETS 12 & 13
SI ]SETS 12 & 13.
MAX UNIT WIDTH
MAX. UNIT
HEIGHT
PER
TABLES
1-3
L
MAX. UNIT WIDTH
---
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
rAN
NOM.
5
PANEL WIDTH TYP.
SEE
PER
11 s
DLO
NOTE2,
TABLES IJ
ga
HEIGHT
SHEET I5
1
,.r�
LJL-
----- r
EXAMPLE: OXXXp SILL DETAIL 'S',SHEET I8;-
(3-TRACK RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ee, SHEETS 12 & 13
fall) o-fem
CMIr PAUTx./18}89
—PANEL
_PANELTANEL
PANEL
TYPE
TYPE
TYPE
M.
'P
'P.
MA
NOM.
UN
PANEL
HEK
WIDTH TYP.
/
PE
SEE
MAX,
PER
TAB[
—NOTE 2,
DLO
TABLES 1-3
N
SHEET I5
HEIGHT
x
O
IWERIOR
E%TERpft
1-3
UNITWIOTH
HEADER DETAIL'C', SHEET
'18: INSTALLATION DETAILS
'Lw &'Cc', SHEETS 12 & 13
PRODUCT REVISED
plco ylog, th ItM1 e Florida
Noq-xo, 77.0420.72
expiration Date 02M 712020
C
T
HT
t
ES
EXAMPLE: XXXO SILL DETAIL'FI SHEET 18:
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'Pw' &'Fc'. SHEETS 12 & 13
ERIES 770 ALUM. SGD - LM IMPACT
e+
saa7ro A7S 76 + n P0T0130
�.: No. 58785
T1
7 ui-
O.
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
SINGLE
FIXED
LOCKSTLE
g6TPAG
ASTRAGAL
BOX OUT
BOXINL
OCKS HE
90 LOCKWILE
90 RECEIVER
0RECEIVER
136 RECEIVER ORINER
INICORNER
RECEIVE
36 RECEIVE
TYPES
N ER OCK
OUT
INTERLOCK
IN
STILE
W/1 HANDLE
BOX CUT
BOX IN
W/HXOUT
W/HANDLE
WI HNNBLE
WI NgNOLE
WI HANDLE
W/HANDLE
M19
90 RE EI ER
9 RECOVER
OIL$
HANDLE
- 41
W/
#31
9
INTERLOCK
F
PP
K
L
TR
TQ
TC
TA
TV
TW
�-
OUT
SINGLE
P
A
//11.
IV
�1
SQ
�L/�
SA
c
SV
c
SW
INTERLOCK �'
IN
✓�
le.E
Asa.,
.SC
SEE �
RR
R
S
S
FD
FC
FV
FW
A[%OVO
fs-el
L/HLE
D
M
J
J
w/HMDANOLE
Aaswx
Aa"o
L11
AWRAGAL
BOX OUT
LR
PANEL NOTES:
W1 HANDLE
fmrw0
1. SEE DP TABLES I-3, SHEETS 6-8 FOR PANEL
ASTRAGAL
N0�
LEFT
SIZES 8 DESIGN PRESSURE.
1f INTERIOR NOT CROSSED OFF
Lu
J
WOO
A/Y
FOR ANYOR
PANELARE NOT EQUIREDCONFIGURATIONS
f-
ASTRAGAL 3�-
T U
T
STILE
EXTEPIOR O ARE NOT AVAILABLE.
V STILE AN
1n
.Box OUT [J
3.90° ASTRAGALS TO USE HEAVY-DUTY STILES
ASTRAGAL
Aardial
T U
IORNER9) ORINTERIOCEIVER (ftl 8)AND EITHER
PANEL "E"SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR
REQUIREMENTS. EXTERIOR(#779)OR INTERIOR (g120)CORNER
IN �
APPLICABLE
STILE/ASTRAGAL
ASTRAGALS.
JBOX
A� , Nes"
4. 135°ASTRAGALS TO USE HEAVY-DUTY STILES
V%
90 ucKWUE
RT
C1
(#91)AND CORNER ADDON (#31).
J
w
WIHANDLE#120
SILL RISERS
.232'
OPTIONS 232^
Z
Q
d'
E%TCORNER
90LOCKSTILE
WINANDLE#11B
EXT CORNER##
So.
0 REOEIVER
QT
CT
QS
Q
C6.i
�T
232 E%TERIOR r E%TENOR A62' as PRODUCT REVISED
E%IEWO.R-j I 232 EXTERIOR ���-H ,pe2' a 4066" BailBing OItl NlM1 the Florida
a �.062' NOA-No, aE 17-0420.12
WIHMOLE 18
mrcoRNER
Q
3.306°
a 2s55"
1.50T e%Plrotlon Data D2H7/2020
BORECEIVER
AT
AS
DF
.062'
u 1
WMANDLE ell#B1
Mla - a ro u[t [nlro
E%T CORNER ✓,.�tfi
CF
1P FLUSH SER2�AT'
20 LOWSIUL RZSEZ FLAT 22 MEDSILL NME3-T/9�T 24 HIGH�_4'ER, FLAT
00 RECEWO
E%T CORNER
195 RECEIVER
W/HANDLE No,
, Ate.
V I
�A�
J
�F
'
6'
I Tb0 EXTERIOR
T60" EXTERIOR .OBY
a
IM CORNER 1
05 RECENER
WT
WS
WF
EXTERIOR
a
E%T_ERIQry
.908 062' a .012'
4.066',
a 3.305'
WI HANDLE #g1/�g
I.6erN,..
111111I111/ll
.062^ I A
�•
LICENSE ,'��
O1B, SILL RISER, OXI'
21 SILLRISER BOX 23 SILL RISER BOX 26 SILL RISER BOX *.; N10 ge)09 -
GLOW2-12' OMEOIUM 3-1l4' OHIG_y4"
FLUSH,1-12'
`NOT VALID
FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-9 ' %B'� I� :' (U��
TsaaT6
'
fON 1EGWOLoovORlvE
t7r1AEL TYPES
CERT. OFANM VASS
SERIES770ALUM.SGD-LM IMPACT IENG`�
JR
040NI] C NOGfANGES )HISSNEET.
�o"y,r
uunmrt eu aapw. R° 0.LTNN MILlF0.I'.E,
R'JRT
w1WILV10
uwAOelmrco
sGGa20 1 NTS 1 17 +22 POT0130 0 P.E.g Sams
ASSEMBLY DETAILS
(SEE SHEETS I2.14 FOR FOR INSTALLATION DETAILS) Eo OR Bt nULL PANEL JAMS LENGTH BB F
ARXTERIOR
G1
2-TRACKJAMB
CLIP105
W/RETAINER#106
(SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
6
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
4
I -TRACK JAMB2-TRACK JAMB
:LIP #600R #106;Q_
W/SCRN
V/ RETAINER#123
SHOWN WITH'IXEDPANELTO
-HE EXTERIOR)
� FJRERIOR
1)3EE DETAIL ON BHEETI6 1218EE DETAIL ON SHEET 15
EXTERIOR
a
SHOWN WITH ®2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERI
a
G
BD2-TRACK W/SCREEN
FRAMESILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
W, SHEETS 6-R FOR DP (FEE) ASSOCIATED WITH STILE.
NE 3-TRACK
E FRAME SILL
CEflT.OFAM11.OP9R9
1B
6 SEE DETAIL GI
FOR FIXED
6SEFDETAIL
ANEL CLIP
2
con
EXTERIOR �T EXTERIOR
EXTERIOR
a
SHOWN WITH ®2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERI
a
G
BD2-TRACK W/SCREEN
FRAMESILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
W, SHEETS 6-R FOR DP (FEE) ASSOCIATED WITH STILE.
NE 3-TRACK
E FRAME SILL
CEflT.OFAM11.OP9R9
1B
6 SEE DETAIL GI
FOR FIXED
6SEFDETAIL
ANEL CLIP
2
con
EXTERIOR �T EXTERIOR
l EXTERIOR
3-TRACK JAMB 34RACKJAMS
(SHOWN WITH SH (SHOWN WITH
4-TRACKJAMB
(SHOWN WITf1
4-TRACKJAMB
(SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO
Il
FIXED PANEL TO
12
OPERABLE PANEL)
THE EXTERIOR)
THE INTERIOR)
/�
1 211 SEE DETAIL ON SHEET 16
EXTERIOR
a
MAX. UNIT
HEIGHTPER
TABLES 1-3
4-TRACK
F FRAME SILL
16 122 I PGT0129
PRODUCT REVISED
As complying WIN th. Florid.
Bu1lAlne Code
.N.. 17-0420.12
EXpim#Cn onto 02/17/2020
'�(CS •.; [GRID?,.' \��
�'ASAO VAL
A LYNN MILLER, PIE.
P.E456205
ASSEMBLY DETAILS
(SEE SHEETS 12A4 FOR FOR INSTALLATION DETAILS) a 4 INTERIOR 91 113 119
3 "TERIDR
NO 11111m
RIOR
eT
U
v
EXTERIOR u v
ea
113 103 11a E ft10
GAL
6WITH H W-DUTYYSST Eg81
DO- OUTSIDE
Nt CORNER
2TRACKSHOWN
u WITH STANDARD STILES #60
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN)
(BOX OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
136' OUTSIDE CORNER
m 2-TRACKSHOWN
NO GLWOES
CFRI.OFpI?H MBYBB
rv`i�0nouina°•irs.
,DEVERIOK
50135- INSIDE CORNER
2-TRACKSHOWN
90,
INTERIOR
6y INTERLOCK
5
11
' ITEM #61 (HEAVY-DUTY
T
STILE) SHOWN, ITEM 660
(STANDARD STILE) ALSO
' INSIDE CORNER
90TRACK
APPLICABLE, SEE TABLES
2 2-SHOWN
®
1-3, SHEETS 6.8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
�yIna with the Florida
Eatla
31 OCKPART
NOA-nq
NOa-xa. 77.0420.92
la&10z11
Q INTERIOR
Expiration pate I1712020
_ /77
ERIES 770ALUM. SGD - LM IMPACT
Ax
E..NTS 19-' + 22 'PGT0730
`plunLy
lul,„
AO,t; •.. arkT
;oNAL ENc
A. LYNN MIUER. P.E.
NOTES:
1) ALL ALUMINUM = 6063-TB
2) ITEMS # 33�9, 56-59, fifi, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3/1 G" MASONRY
ANCHORS ® 24° MAX. O.C.
PRODUCT REVISED
plyl,. with in. Florida
ouliama cola
NOA-No. 17-0420.12
Eaplratioa Date 02M 712020
By
Miam-0a o
\\\1111111gq
P:' •'•.P
LN1/o,158705
tWOlEtiHNatoaYd4ryE m T '. A'
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811312
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81]311
FMMEIIEAD/JgMB AODON '
1
1]304
6f1309
2lMGK SILL
8
1T301
51]301
2-iRACI( SLLL WITH SCREEN M4
B
R3m
BR30T
3-TRACK SILL
10
17310
811310
4--TRACK 6LL
11
R313
811313
FMMf 6LLL 1MCK INSERT
12
17315
817315
FRAME BILL SCREEN AODON (SEE NOTE 3)
13
17310
fiP310
FRAME SLLL SCREEN END AOIW N (SEE NOTE 3)
14
1]905
817305
2-TMCK JAMB
15
1T302
81]392
2--TRACK JAMB WfI118CREENPAIL
18
1T30B
811300
3-1MGK JAMB
17
17311
89311
41RACK JPMB
18
17322
617322
SILL RISER -FLAT, FLD$11, 1-1k°
19
11319
011919
SILL RISER - BOA FLBSH, 1-1Ye"
20
17321
BI]921 '
SLLRBER-FIAT. LOW, 2-1k'
21
i7310
BT310
SLLLRISER-BOK LOW, 2-1/2"
22
1T955
M]355
SILL RLSER-FIAT, MEDNM, 3-1I-0'
9
R35d-
BIT35A
SLLL RLSER-BOX MEDIUM, 91I4'
29
17323
Ot]323
61LL RISER -FIAT, HIGtI, I"
25
17320
B1TR0
SRL RISEN -B01(HDH, 4"
20
17333
B1I333
POCKETPA100K
27
7070
filOID
NEOPRENE BULB WSIP FOR P41vOK
20
1]331
017334
POCIOET PAOOK MOUNT
20
17335
81i335
Pk100K COVER
30
1]340
B1T340
POCKET PNOOK FOR BOX [USED
31
IT3]6
OR3)0
135 CORNER
32
1T91B
BIT3]0
135 F0ED MOUNT
ITEMS 40bJ
ARE SCREEN PARTS:
90
4919
8CIVEEN BIDE RAIL-LDGKS]LLE
41
9K
SCREEN LOG(6ET
42
SCREEN IOEEPER SPACER SET
43
8152
SCREEN INIERLOCKADAPIFR
94
1420
SCREEN DOUBLE NIERLOCK
45
4311
BCPEEN TOP MR
40
4318
N7�
SCREEN BOTTOM MIL
47
BBB
STgNvgRDROLLER4eB88(61ANOPRDROLLER-Si,STL4Bd3MSCREENASl1LAGALGO349OXO6CREENA6IRAOALARAPfEP
511892
SCREEN SPLINE -.IN'
52
18M
01691
SCREEN SPLME-.160'
53
01818C20
6CREEN C101H
51
V25
1I2'X9'X1/18°6ET. RLOCK, NEOPRENE 95 •/b
ss
1120
1'%4'Xt/10'SET. BLOCK NEDPRENE AS+]d
Item
Dw¢ �
PGT#
0escdpfion
00
RJ25
Ot]325
PANEL 6TLLE
61
tI326
et]328
PANEL STAE QIEgW DB1Y]
62
1132]
61]32l
WIERLOD(gOAPIDft
B3
1225
BIP240
YMVL BULB WRITE. -THIN (INSIDE WIERLOCK)
64
R29
]1]29
SLLL ENO WEAINEHSIRN PAD
BS
1]320
BA328
INTERLOCK BLREW COVER
W
1]329
61]J29
ABIMGAL
BB
1]339
81)339
NEAVY OUII'ABiMGAL
BB
1]324
611324
TOP 8 BOTTOM MIL
10
1T350
41I350
WEATHERSTRIP E%IENSDN (WJEC]DN NODDED)
T1
11i96
11895
1-12"X1'X314"HIGH FM SEAL DUST PLUGS '
T2
015J
]0153%
TANDEM BY. SiL ROLLER A66V.
]3
0163
10153N
TANDEM NYLON ROLLER ASSY.
]4
SILICONE
pOWb99, COW-9350R GE-]]00
I5
me5
]8185%
GEMMIMORTICE 3-PLY DUAL LOCK WhONO TRIM PLATE
TB
]iIK12%1FPF%
UI032%1°FL. fifi SGIEW W/IYPE'F"TIP '
TT
if03239
1DS25TEEL ZING VHIf1
T9
11J5I
B1T35]
I'DBEAO
86
1]359
91]359
1/10"BEAR/EYED PANEL CLP
M '
f]J60
B1y3fi0
NIB'OFAD
02
1229
BIP29TK
VINYL BULB WFATHE0.STiIP
a7
61T45
1149
LOWE MC,IIZ'%f/16'BGL SIDE ADH. TAPE, POLYEIII.
100
0052
A6052
ROLLER ADI. HOLE PLUG '
iD1
]2W]
J4MB
a-
5.069" 8.562"
0.080° `
FTT
--J V.
15"
0.081' Oj 2-TRACK HEAD to 4-TRACK SILL
(6063-T6 AL) (6063-TEAL)
8.198°
7.211"
0.081" O2-TRACK HEAD WI SCREEN TRACK
1 (6063-T6 AL)
6.526'
0.060"
1.505"
Og 3-TRACKSILL
(6003-T6 AL)
8.221°
0.080"
1 211" L505"
0.081" O3 3-TRACK HEAD O8 2-TRACK SILL M73CREEN TRACK
(6083-T6 AL) (6O63-T6 AL)
9.147
4AW
0.000"
7.211" 1.505°
0.061" O4 4-TRACK HEAD O2-TRACK SILL
(6063-TEAL) (6063-T6 AL)
1.514'
0.062"
1.280' 0.532"
0.060° 1.516'
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN
ADD -ON 72 A0D-DN
(606346 AL) (6083-T6AL)
REQUIRES MIN. #10 SMS
OR 3/16°MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS Q 24" MAX. O.C.
LT,0.060"
0.780°
1.980"
FRAME SILL SCREEN
10 END ADD -ON
(6063-TEAL)
REQUIRES MIN. 910 SMS
OR 3/16" MASONRY
ANCHORS Q 24- MAX. O.C.
LEH(. OFAVIHp} "
2-TRACK JAMB W/
fe SCREEN TRACK
(6063-Te AL)
i6"
1g 3-TRACKJAMB
(6063-TBAL)
Sowro I NTS 121 a 22
y 1.36"
0,062'
7.019"
0.061"
SCREEN
48 STILE
(6063-T6 AL)
5.069"
1.046"
-19ry9ry
�1yr--
1.43J,
.993
0.082"
w-
14 2-TRACKJAMB
SCREEN
STOP RAIL
(8083-T6 AL)
- (6063-T6 AL)
17 4-TRACKJAMB
(6063-TO AL)
1-- 0.875'
1.993"
L --- 0.062'
SCREEN
40 BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
.acearafting with <6o Florida
NOw No. 17-0420.12
\\\11111 plll
h0 .
`�P��..•' VCENSF
* Na.5B705
VAL EN,
PACT
A.LYNNMUEl,PE.
PGTO130 (. PEY 5BN5
0.718" 0� 0.8 " 0.762"
,304" 3.802"
�- 3.802" 1 -�-I
0,752 -1 L 0.885"
0 574" 0.796' 1.163"1
0.062' 0.062" 7r_ 1
0.264 JJJ 0.076" 0233" J'"062"
FRAME SILL P-HOOK
MOUNTING P-HOOKSCREW
FRAME
OVER TRACK OP -HOOK 20 ADAPTOR 29 COVER 0.080° 30 P-HOOK FOR BOX RISER
(6003-T6 AL) (6063-T6 AL) (8083-TB AL) (6063-T6 AL) (6063-T6 AL) (6003-TO AL)
.155" 2.30' 1.488"
0.080"
0.830,
1.870'
1.974"
31 135° CORNER a2. 135- FIXED MOUNT
(8083-T6 AL) (6063-T6 AL)
3,979"
H iLU10.075"
1.645"
0.126"'
BT STANDARD ASTRAGAL
(6083-T6 AL)
4"
0.062" 1.600
3.12Y
e0 STANDARD STILE
(8063-T6 AL)
0.281` - h
ee HEAVYDUTYASTRAGAL 68 TOP/BOTTOMRAIL
(6063-T6 AL) (8063-TB AL
0� A2.826"
o.oso^ -7I J.t
10J FIXED 0.709" 2.
PANEL CLIP 1.498"
(6063-T6 ALII I80'
0.709' 123 F - PANEL
FT --
ET
0,080' (6063-TB AL)
FIXED PANEL n8 90' CORNER RECEIVER
toe RE TA1NER 9li6" (6063-T6AL)
(6063-T6AL)
1oro Tea
µ VE
"125'
00
61 HEAVY DUTY STILE
(0063-TEAL)
1.739" y
N
1
1.aBB"
0.325'
0.062"
'INTERLOCK INTERLOCK
Bz ADAPTER 85 SCREW COVER
(606346 AL) (6063-T6 AL)
.289' ,611' I .465°
045"
045- 045° �--
7e GLAZING
6n 711V GLAZING
FIXED
0116" GLAZING
01 BEAD
PRODUCT REVISED
BEAU LG.
(6063-TB AL)
BEAD.
PANEL CLIP
P6O63-T6 AL)
I' wp5 me Flerlaa
Bmiaing LTa�
(6063-TEAL)
xvA-Na 17-0420.12
eapwnon veto 02l17/2020
4 ^I
0433^ 1.498"
5.621"
118 90' OUTSIDE CORNER ASTRAGAL
(6003 T6 AL)
ME .. oFAUTN. Mrz ,z
5.621'
0.133"
a^
1z0 90' INSIDE CORNER ASTRAGAL
(6063-Te AL)
J. SGD-LM IMPACT
22. + 22 - PGT013O
* No. 587051:
s-
a
zp