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M IAM I-DADE MIA1VII-DADS COUNTY
9 PRODUCT CONTROL SECTION
DEPARTMENT OT REGULATORY AND ECONOriIIC RESOURCES (RER) 11805 SW 26 Street, Room 208
]BOARD AND CODE. ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) %vt%,Nv.minmidade.gov/economy
PGT Industries, Inc. RECEIVED
1070 Technology Drive
North Venice, FL 34275 J U L 2 0 2018
SCOPE:
This NOA is being issued under the apffiTcdA0NerG0W%9&wmpW is governing the use of construction
materials. The documentation submitted has been reviewe '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 AID may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SGD 770" Aluminum Sliding Glass Door w / 9W & 135° corners — L.M.I.
APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IWACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/kries, 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 -bade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0629.06 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
Expiration Date: February 17, 2020
Approval 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 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.
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 under NOA No.14-0629.06) -
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 A16'00'nzales, 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,P,,.4.
(Submitted under NOA No. 09-0826.10) �.
Jorge 1V1. Plaseac,a, P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
,j
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. I5--0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5tb
Edition (2014) and FBC-6tb 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
"SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-611' 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. OTD EERS
1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/900 &1350 corners - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
P duet 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 & 90e/l35° CORNERS
GENERAL NOTES
2) DE$ I N P YFI: OPTIONS:
PTI NS: SEE TABLE B.. is SHEET & GLAZING DETAILS ON SHEETS 4 &5.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3)ANCHORAGE: THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED 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 FED 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 NOA'S, ANSVAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
7)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH Z).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL5980, FTL-6993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL41023,
FTL-6024, FTL5026, FTL5020, FTL-6031, FTL4)033, FTL-6036 AND FTL-7554
Olaa Ue•vlp0an pJded Dom E[e:darto lebrbr)
•"-TEMPERED
GENERAL NOTES.............1
NONFlGS..........I
wB••,oVMEo 1FOL®PVBBYKURARAYAMERICAING.
EXAMPLE 2-3
5G'apW^SENIRYGLP9®BV NUMMYAMERICq ING
GLAZING DETAILS............ 4.5
ANCHORAGE .....................6-14
DESIGN PRESSURE RA71NO
IMPACT DATING
DESIGNPRESSURES....... 0-8
SEETABLES 1,2590N
RATED FCR LAnsla SMALL
INSTALL DETAILS..............12.14
ELEVATIONS 15,I6
sHEET96, 798
MISSILE IMPACT RESISTANCE
. ...................
PANEL / SILLTYPES......... 17
COOES/9raNDARDS USED:
CROSS SECTIONS _.......... 18,19
.2017 FLORIDA 8U2.OING CODE IFBC), 6TH EDITION
PARTS LIST._ .................... 20
.2011 FLOROTA BU&DINO CODE (FBCL 5M EDITION
EXTRUSIONS .................... 21,22
•ASTM E1300CG
.ANSVAF&PA NDS3016 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL. ADM-4U76
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T)WNCnt e,..,.�,............................_.._..-.. _..__. .. _._._..___. _.
CHOOSE TIEANCHOR GROUP OF THE LOWEST LETTER FOR ALLTABLES IN THIS MPROyAL
2) ALLANCHO R HEAD TYPES ARE APPLICABLE
3) FOR STEEL STUDS, MIN. FU c 45 KSI, MIN FY-33 KSI.
4)FILLED BIDCK VPLMS MAY ALSO SE USED IN HOLLOW BLOCK APPLICATIONS.
6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI•DADE COUNTY. USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-i/2' THICK.
PRODUCT REVISED
ptIyring with ene Plprido
BON""y C.de
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
NOA-No. 77A420A2
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/Y THICK OR GREATER. IX AND 2X BUCKS
Exploration Date G211712020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
BY
LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS
— o I,. ....
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 FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
I I I I I I I f
NOT REQUIRED. IF USED, NON -SHRINK NON•METALUC GROUT,
BY OTHERS) MUST FULLY
1
`;�\,O v4,�''
MAX. 1W THICK& 3400 PSI MIN., (DONE
TO
......
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT
IF
,g�UN9p'••�(4k
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
: N-. 58705
SUBSTRATE IS WOOD. 30N FELT PAPER OR MASTIC IS REQUIRED
' *
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
oasN• A LYNN HOLIER, P.E.
1 • Z2 PGTOISO C P.Ef zeros
i
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOR PANEL WIDTH
PERTABLE513 _f`r__
MAX. UNI� /
HEIGHT
PER TABLES 1-3
MAX. UNITWIDTH
MAX. UNIT WIDTH
NOR PANEL WIDTH
PER TABLES 13
MAX.. UN 8
HEIGHT
PER TABLES I3
NOR PANEL WIDTH
I NOR PANEL WIDTH
PER TABLES 13
PER TABLES 1.3
MAX.G T
MAX. UNIT
HEIGHT
i g PER
PER TABLES I3
/
/
/
; e TABLES 13
L--
3-PANEL CONFIGURATIONS
NOR PANEL WIDTH
PER TABLES 13
MAX UNIT WIDTH
p,�, .ia •� Ica �i>1 T�:±a
fV R/1C7
cr��r ¢>• � m i4F
�Eia87fY�a �t�cFl
CEAF.OFAUPL tDLY
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL ',W. 'Je. 'KW OR'KC INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pZ5Yp, pXX)O( OR XXXXP. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
r---, .
I 2) 00' 8138• CORNER CONFIGURATIONS CAN BE A COMBINATION
I OF ANY 2 STRAIGHT CONFIGURATIONS.
&dc 3) FOR NOR PANEL WIDTH, SEE TABLES 1-3.
H-A'=OPERABLE PANEL,
'O'= INOPERABLE PANEL,
Pox POCKET DETAIL LETTER
1
/�.�_ON W = WOOD OR METAL INBTALLATI
® 'd=CONCRETE INSTALLATION
L---SHEETNUMBER
MAX. UNIT WIDTH � DLO WIDTH= NOM.PAN WIDTH --1
DLO HEIGHT =DOOR UNIT IT HEIGHT-10.12588'
PANEL HEIGHT =DOOR UNIT HEIGHT -1.8
-J`r--- i
r 17
lil
s
dd
� I m
L111 - ///
4-PANEL CONFIGURATIONS PRDDUCT REVISED
_ _ Fledtle .
MAX. UNITWIDTH
NOR PANEL WIDTH
PER TABLES 13
MAX UNIT HEIGHT
PER
TABLES I3 /
INSIDE
panP�NTS12 - 22 1 PGTO130- 22 I PGTO130
Nop-Ne.---- 17-0420.12
Explmu,, D,W 02H712020
aa11111111111/j�
*.f Na 80708
D E Q !b'�
p0 S 1E OF�.
A 1Y181 NILLFJL PE
P.EDSWOS
EXAMPLE CONFIGURATIONS
'
MAX TESTED UNIT WIDTH=
3W7116' ® 96' HEIGHT
NOM. PANEL WIDTH
'
300.114- Q 120• HEIGHT
PER TABLES 1-3
MAX UNIT r o r
HEIGHT, /
96" OR 120-
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH seem
PERTABLESIJ -
_-
MAX. UNIT 1 /
HEIGHT9 l 1R t
t
PER TABLES 1.3
J�
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'Jn^,'J°•,'KW OR'K°' INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
ppOO(p, pXXXX OR X)Mp, OXXX IN POCKET CONFIGURATION
r--- i
CAN BE OXXXp.
CONFIGURATIONS CAN BE A COMBINATION
i
2) 90- & 136- CORNER
OF ANY 2 STRAIGHT CONFIGURATIONS.
k'
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
'X•=OPERABLE PANEL,
pO°REf i
'O'= INOPERABLE PANEL,
•p• = POCKET ,
F—DETAIL LETTER
-
JX�.� ^M=WOOD OR METAL WSTALLATION
'C=CONCRETE INSTALLATION
IQ
T---SHEET NUMBER
-J`r---�
i
DLO WIDTH= NOM. PANEL WIDTH -7'
DLO HEIGHT =DOOR UNIT HEIGHT-10,126'
f $ l
PANEL HEIGHT - DOOR UNIT. HEIGHT - 1.866'
1p
N
Pocw 1
PRODUCT REVISED
pl Ith the ePlorld° un=d°mo
Hop -Ho. 17.0420.12
e ptr°0°o o-0211712020
NOM-PANELWIDTH
13'^---�
PERTABLES 1-3
I
RETORT 1
�
�yL�-E'6
PER TABLES I3
IKKKKKK�
8-PANEL CONFIGURATIONS
= * + NO 68705
•'--.R,
rpro.E'awpLo°rpNpE
N YEM4E /idlll5
I�Wao-roop
EXAMPLE CONFIGURATIONS
SERIES 770 ALUM. SGD - LM IMPACT
6` onlDn..:'���:
�''�i �NALIEN.`
JR OW.Y17 G NOGWJGES 1N65NECT.
tr „�
�
_
twrtr
sroo-�ro NTS 3 a71 +. PGT0130 C
A. LYIW MRIEP,PP
p.Easeros
JR 1676'14
��
�1
i
GLAZING DETAILS (G3 G3A, G4, G4A, G5 & GSA)
7116' NOR 7116' NOM.
1' NOM.
3I76' HS GLASS
3116' HS GLASS 3116' HS GLASS
—
.090" PVB
.090" .090" SG
ES
3116' HS GLASS-
3116' HS GLASS 74 311W HS GLASS
74 3/6' AIR SPACE 74
3/16' T GLAS$
EXTENOR 3l4" NOM. Rlpq
GLASS /�,
3/4' NOM.
GLASS 314' NDh1.
SITE Y'
GLASS
ONE 617E
EXTERIOR
80
a
7/16" LAMINATED GLASS, TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9/16' NOW
9/16' NOM.
1' NOM.
3118' HS GLASS
114' HS GLASS
1/4' HS GLASS
.090a p
A90• PVS
.090, SG
3116' HS GLASS
1/4' HS GLASS
74
114'HS GLASSi
74
5116"AIRSPACE
74
i/4' TGLASS
PRODUCT REVISED
&
67
oulldinglCotl with M. Fl",ida
3!4'NOM.
OM.
Noa-No.Cod �7.0420.�2
PRIOR
GLASS
IX7ER
SS
124.127
NOR
GLASS
�vlrauo D,te02117M020
BITE
1
E
BITE
eyi
",
IX
fdln -0ad r ue cen
9116" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE 134A
1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES:
_Z * i No. 56705 •P =
'ANN-ANNEALED
HS-HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
•l7j�
T=TEMPERED
'PVB'=.090"TROSIFOLPVBBYKURARAYAMERICA, INC.
f 1raf 7o `
�Oo•., 6Tq
�tC '••;;70gID'SG'=.090'SENTRYGLAu�OV
KURARAY AMERICA, INC.
(wf)aao-isro�M.SGD-LMIMPACTF.E
":GrAIGLS
4 4 22 PGT0130' C
P.E9—W
GLAZING DETAILS (G6 G6A G7 G7A, G8 & G8A)
1' NOM.
7116' NOM.
1" NOM.
°ASS
31*PAC
9A6' HS GLASS-3116'
ANN GLASS
G
.090' SG
.090" SG
31S
3716' HS GLASS
—
3116°ANN GLASS
r4
3CE r431153/16'TGLASS
318' AIR SPACE 74
923/4°NOM.i
R10GLASS
3/4' NOM./a•
NOM.
GLASS
BITESITEBITE
GLASSIWO
E RI90
T9
55
85
1" LAMINATED I.G. GLASS TYPE G6
7/16" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1' NOM.
9116' NOM.
1' NOM.
3116' HS GLASS
11C ANN GLASS
3/16' ANN GLASS
.090' SG
.090' SG
3/16' HS GLA
.090' SG
3/W ANN GLASS
5/t6' AIR SPACE 74
1/4' ANN GLASS
rb
6118' AIR SPACEkBITE
1/4° T GLASS
1/4' T GLASSA\\PRODUCT
93Du
ggREVISED
llEingltodo"�ith Me Plorido
NOA-No. 17.0420.12
314" NOM.
Ex1E1+�°R
3/4' NOM,
GLASS
�plmtl n Dato 02/17/20212a11
GLASS
aB12a427ITE
BIB
By
BOa
�
7954
66
LAMINATED I.G. GLASS, TYPE G6A
9116" LAMINATED GLASS,
TYPE G7A
1" LAMINATED I.G. GLASS, TYPE G8A
1"
= * Na. 58705
GLAZING NOTES:
_
ANN'-ANNEALED
'HS' = HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
-
- o, .,. oG
r - TEMPERED
'PVB'=.090'TROSIFOP PVB BY KURARAY AMERICA,INC,
f9rofecierolDarowvE
N�y/L9016
"
GLAZING DETAILS
a
FsIOA,.•'=�`�
''7`,ONALIENG`��`
'SG'=.090" SENTRYGLAEP BY KURARAY AMERICA,INC.
1/,, 1�
ceRr. oPAurx. �zse
SERIES 770 ALUM. SGD - LM IMPACT
JR 04gNir C NO VG ESTN/SSNEFf:
n
a"•+ =++va —
sc m NTS 5 + 22 PGT0130 C
AAP.NW ..PE.
PE.a5a79s
,1R iW70'14
,.aPO.`m""m m"`
J v.
I ADLC l:
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
Fa tamer oetragd oncharaw on SD' o1135-comet units, see sheet 11
Maximum DP tonsil sizes:
+601-80 Pelf
I (May be United by Table 1A)
Table apples to Glass Types 3,
Dear Unit Helam
a0'
81'
9s'
3A, 5, 5A, 7, 7A, 86 aA and
637/B' DLO
73.7/8' IXA
7D•71W DLO
BS7/e' DLO
the SHWAstmaal Typea ahossl
helmv.
Mahon G-P
AachorGloup
Anther GN-P
Anchor Group
A
B
C
D
A
B I
C
D
A
B
1 C
D
A
B
I C
D
SW
GH
+1
U+1
G+1
+1
+
04.1
+1
+
+
+1
C4+
C4+
+I
+
24'
��
Jamb
8
B
B
6
8
8
8
8
8
B
8
8
0
B
B
8
Pdtook
8+7
6+7
8+7
6+7
Ng
7+8
7.8
7+B
7+8
7+8
7+6
T+B
T+B
7+8
7+0
7+B
1{eadl8nl
G+1
U+1
GN
G+1
UN
U+1
5+1
U+1
04+1
GM
GN
CN1
G+1
G+1
Ca+1
G+1
3a'
DLO
Jamb
8
6
8
a
8
6
8
8
8
8
6
B
B
B
6
a
P-h
g+7
B+7
8+7
6a7
7+a
7+0
7+8
7+8
7+g
7+B
7+B
7+8
7+8
7+8
7+8
7+8
Haad/Sfll
G+1
G+1
G+1
U*1
U+1
U+1
U+1
G+1
U+1
G+1
G+1
U+1
G+1
04+1
G+1
G+1
36'
Jemb
8
8
a
6
B
8
8
B
8
8
8
8
8
B
B
6
a
O�LO
P-M
8+7
6+7
8+7
8+7
7+B
7.8
7+8
7+B
m
7+B
7+8
7+B
7+a
7+8
7+8
7+8
H—Mil
U+1
G+1
G+7
G+1
UN
G♦1
UN
GN
H
GN
C4+1
U+1
G+1
UN
G+1
G+1
q2'
35
Jamb
8
8
a
8
a
8
B
B
0
8
B
B
8
B
8
8
DLO
p-haak
8+7
B+T
8+7
8+7
74B
7+B
7+a
7+8
7+8
7+8
7+3
7.8
7+a
7+8
7+5
T+B
Hea .
G+2
C1+2
G+2
C +2
U+2
G+2
U+2
G+2
G+2
G+2
U+2
G+2
G+2
G+2
G+2
G+2
4B'
Jerdl
8
8
B
B
a
8
B
B
B
0
8
6
70
e
8
8
0411.0
P-MN(
8+7
8+7
8+7
8+7
7+8
7+8
7aB
7+8
7+8
7+B
7+8
7+a
7+B
7+6
7+6
7+8
FOR EXAMPLE UN UAINU IAOL=. see an.c I a.
TABLE 1A
Sill Height to Max. (+) DP
(Water In611mticn Rating)
Sill Riser Height (+)Doslgn
(Flalor Box, eee Pressure Per
Sheet 17)
Flush -1.1? see rote 3
Low-2-1/2' +48.07
Medium-3•114- +60.0
High -4' ♦50.0
SEE NOTES 1-3
NOTES:
1) POSMVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114' SILL
2) WHEN USING THE 2-IW SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3.114- SILL POSrrNE WATER DP IB
60.0 PSF MAX WHEN USING T14E 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED} SEE
DLO WIDTH =
TABLE 1A.
NOM. PANEL WIDTH-7'
3) 4', 3.114' AND 2-10 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
DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
DOOR UNIT HEIGHT -10.125
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
PANEL HEIGHT =
5) DOOR S-TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
DOOR UNIT HEIGHT -1.866'
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
OH LENGTH I-.—
F K
= gl OH RA71021
O �
L
OH RATIO = OH LENGTH
OH HEIGHT
SbaightAs[ragal
L.II @
90' Asbagal
Lela
13S Astragal
Ledn0le C.Interject,
P-hook
Lock11_Iie@lamb
Assembb
SVxlght Astragal
Assembly
90'Astraga1
Assembly
145'Astmgal
Standard StHes
Standard Stile
Standard561e
Standard Sole
Standard Slne
Heavydutysule
Heavy-dutystile
H—gry ,AYStge
Heavy-dutYSnle
Sandard AstmpAl
Outside
Outside
Umer °
Ins e
Come
OEM`�L'r—��--•
^''T''''I��
v
Inside Comer
Corner
Outside
comer
Part 060(x2)
Part 960
Part 060
Part 060 (Shce)
Parta67(ASW9aQ
Part060
Partlm(
Partallg(Cemer
Part 4119 0120(Im)
Part 11120fiM1)
Parts 931&032
Part#61
Rec&-)
(Com&F dMe ell
R40+eo�fsao
rtwc ruAtnNmres
sat'm 1 NTS 1 6 d 22 1 PGT0130
PRODUCT REVISED
Piltll,a tads Ith /bo Fiend,
NOA-N. 17-0420.12
E.Plmuan Date0211712020
� -L4 A
A. LYW MILLER P.E
PF95e7c6
•
�Fl"
eo7
��oo��o�0000000mmmmmm���mmmmmmm
mB®OO�oO����000ppO000
0m0m0Qlm0mm00m0
_ me®��OOO�I�O�OOOOOOOmmmm�mmQlmmmmmmmm
�m®mom®f��l��f
LSJ��®®®��R9m�G1®�
®�®P.61��m®®®®�
���0000A000m000m000
44 MIN -Ow- will. -
Not available in these sizes
F
NOTES: NOM. PANEL WIDTH -7'
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114' SILL
2) WHEN USING THE 2.10 SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-'114' SILL, TABLE M: DLO HEIGHT=
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX SIII Helghtto Mau. (+) DIP OH LENGTH DOOR UNIT HEIGHT - 10.12S'
(NEGATIVE PRES, UNCHANGED} SEE TABLE 2A (WelorintY[ratirn RoOrg)
3)4',3.114-AND 2-112- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-12' Sill fUsmHelght PANEL HEIGHT=
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX (FeelerBHelght (e)Design DOOR UNIT HEIG HT - 1.866'
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure, psi OH RATIO a 1
She 77) PRODUCT REVISED
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS = o o ps m vtim the noaao
NOT RATED FOR WATER INFILTRATION. Lowly--V2' eea .0 3 O ounemg �mPo
4)SEE SHE 010.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, Low-2-VT +46.67 1 Noa-No. 17-0420.72
MadNm-8-1/4' -60.0
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Ewprmebn V. 02117Y1020
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DMDE BY 2 FOR PAIRS TO BE FR9h -4. WA OH RATIO = OH LENGTH 6y
INSTALLED. SEE NOTES 1-3 OH HEIGHT mlam
THE FOLLOWING STILE& ASTRAGAL TYPES SHALL BE USED FORTABLE SEE SHEETS21&22 FOR PART DIMENSIONSANDSHEETS 16813 FOR ASSEMBLY DETAILS.
Irul
Z,Y LYNyY r
�: �cFrvsE•.,1��
�` '•.P
* Na 36705
p
—V :( �y
mrorccmwra6rame :�O,t,'•., s� 1& 7�:'�t�i:
R v"ves, soya DPANDANCHWGE %4`s'••.`?ogton,.:'�2��
ccRrwaFAdrRdrmao SERIES770ALUM.SGD-LMIMPACT `SiON11A11'L'11,,E_aG���
JR ea,05^17 C R6Y15®7A9lET, HEbOVEe t?grIP1E r awuet - r e,. ALYNIJ51170, PE
JR iWid/}I nr bGOJ70 NT$ 7 22 �� PGTi)130 C PED Sa10.1
6lralght Astra6al
LodalleP
90'ASVagal
LOHatile@
335'0.tlagal
lLcksule@
Imerlatic
P-0aok
lnrkstltephmb
Assembly
StroightAstragal
Assemb
90'Astragal
Assembly
136'Astre6al
Heavy-0ury Stiles
Heavy-0ury SNe
HeavydurySUle
Heavy-0utySUle
Heavy -dory SNe
Heavy-0ury SUlc
Heavy-0uty5hte
HeavydutY Stile
HeavydurySUk
Standard Astragal
�'T�
Outside Comer
Outside
Comer�l
Comer
Im e
Cor e
Outside
Insltler- Comer' 1 1
Comer
Part N61 (>t2)
Part N51
Part N61
Part N61 (SWe)
Part N61
Part F61 (6UIc)
part Flag (Comer
Pert N139 (Out)
part4120 (Im)
PartN61 (Stile)
Parts F31&N32
Part Fb1
Part p67 (AstrogaQ
Recdvcr)
(Com. &Fad Mount)
TABLE 3:
Design Pressure (OP) and Anchor quantities Required, (for all approved conlIgurations on Sheets 283) Maximum DP shown below
Far eons, astragal amhorage on 90' or 138' e 1 uNts, ero!heel 11 (May be omH d by TW. 3A)
oou UNI
Height —
to Ghm! lypen d, 4A,
B4'
80`
96°
ter
108..
Table *Pgw
6. aA, 7, 7A, B & BA and the
D
7
•7l 0
18' D O
87.7/6' O
97-711 DLO
SRalAllmgal typos ahwvn below.
Meha.Om
AsxharOro
Archer Gr
An:IlorGn
Anchor Gm
AsrchorOro
A 8 C D
A B C D
B C D
A B C 0
B C 11D
A I B I C I D
Wa nPressUm
iFB0.0
I
b & !f
+ !
1T
HeaN991
G+1
G♦1
C4ai
G+1
G+1
GN
C4+1
C441
Gai
Gil
G+1
C4+7
01+7
GN
GN
GN
Gat
G+1
G+1
GN
GN
24
DLO
JaTb
8
e
8
B
8
8
e
8
B
B
8
8
B
g
B
B
.'
B
10
10
10
10
10
1D
10
10
10
I.
6+7
5i7
(47
5+7
740
lie
7iB
7+B
7aB
7aB
748
7+B
7i8
7+8
748
7+8
8+9
0+9
8+8
Bi9
6+9
8+9
B+e
8+9
23'
Oss/gn Pressum
Headl9Hl
aA900
GN C4N CI+1 G41 G+1 C4+1 C4+1 CHi
I
G+i G+1 Gil Gal G+1 G+t G+1 Gal
a/A2.6 f
04+1 C4+1 CN7 Gal
+1.7&0 sf
GN C4+1 G 11 04+1
30,
DLO
Jamb
8
B
8
B
8
B
8
B
10
B
0
6
10
6
'B
8
10
10 10
10
f0
10 f0
10
g
p.lpak
8+T
8+7
847
647
7+8
7+8
7+8
710
7i8
7+8
7+0
7+B
7+8
Ns
7+g
7iB
8+9
8+9 8+9
8i9
B+9
6+9 8+9
Bi9
i
Daz nPresruia
0.90.00/
N-B2.6 m,
+1-7&0
2r
HeadIS01
GN
f14+1
G+1
C4+1
G41
C47
CA41
C4+1
G41
Gil
GN
C4+1
C'N1
CN7
G41
Gil
C5H
G6a1 Gil
GN
CN1
G9+1 C4H
CH7
DLO
Jamb
10
6
B
6
10
.8
6
8
10
8
8
8
12
10
B
8
12
10 10
10
70
10 10
10
P-mok
647
6+7
6a7
6+7
7i8
7..
lag
..e
N
7
7ae
7+B
8+9
8+9
Bi9
Bi9.
8+0
B+9 8+9
1 8i9
8+8
8+9 1 B+B
1 8+9
Dee zip" we
+FB0.0
I
+/d2.6 psf
i/--7&0 of
76'
HeaN91H
Cd+2
C4+2
G+2
Ga2 C4s2
G+2
C4+2
C4+2
G+2
Ca42
G+2
C542
G42
C5+2
C6i2
Tb+2
C6+2
G5a2 C5+2
C8+2
C6+2
C6+2 C6+2
C5a2
42,
OLO
Ja+ID
10
B
8
8 10
8
B
8
12
10
8
0
12
10
B
6
12
10 10
10
12
10 10
10
P4aok
7+8
7+8
7aB
7+B AB
Ng
7+B
74B
8+9
8+9
ea9
849
Bi9
0+9
849
8a9
6a9
8+9 6+9
8+9
8+9
1 8+9 18+9
B+9
41°
0eslgn Presaus
HeeN9gl
4/4aO !
C5+2 C6+2 Gat Gat —2 C6a2 CSa2 C8+2 C6a2 Gi2 Gi2 C6a2
59oNateA
.2 .2 2 Cl
i1d2.6 !f
C6+2 C6+2 C5+2 C5+2
+F7&0 sf
C6a2 C8+2 C5+2 C5a2
�,
DLO
Jamb
f0
B
PREP.
12
10
8
B
12
10
B
8
14
12
8
B
14
12 10
10
14
10 10
10
P-0ook
lie
748-
7+8
7+0
Bi9
Bi9
8+9
Ba9
8+9
Bi9
Bi9
Bi9
9+10
9+10
1
9H0
9M0
9+10 9N0
A.
9N0
94f0 8+10
9+10
EXAMPLE ON SHEETS
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
SILL, POSITIVE WATER DP IS 48.67 PSF MAX WHEN USING THE3.1/4' SILL, POSITIVE WATER
DLO WIDTH e
PANEL WIDTH 7'
2) WHEN USING THE 2-11'1'
DP IS 80.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
MOM. •
UNCHANGED). SEE TABLE 3A.
3)4',3_114'AND 2-1&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
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125'
TABLE MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM), THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT -1.866'
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
8) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Straight Astragal
Led3ule@
_o- Alta._...._.._.___-__
90'Astragal
_
Lockstile@
135'AstraBal
Lorkstlle@
Interlock
P-hook
tockstlle@Jamb
Assembly
Straight Astragal
Assembly
901 Astragal
Ably
ssem
135'Astragal
Heavvduty Stilm
Heavy-dutyS81e
Ham-dutystoe
Heald-dutyStla
Heavy-dutySU:c
Haawduty5t0e
Heavy-duty SUle
H—y-duty5tile
Heavy-dutyStlla
jjI{j.��—J
Heavy-duty Astragal
Outsidec�o�mer' I
�A••
s
LL
DuWde
Cwnef�)
Intl ,
Grnc
Outside
,
�i�
i--
ne1��•I
bold. eor)=a('natf
Comer
cornePartr
Part q61 (s2)
Part H6L
Part061
pore H61 (S81e)
Part H61'
Part 138((Com)er
Part tl139 (Out)
PartH320 (In.)
61
Part t" &tH32
Part 061
Part e68 (Astra{pl)
BeceNor)
(Coon.&Fxd Mount)
SCKICJ yyUALUM. 0OU -
sac."s I NTS I B d v
TABLE 3A:
Sill Height to Max. (+) DP
(Water Infiltration Rating)
SIB Riser Height (-)Design
Sheoslt 17)
(Fleto.sae Pms'-'Mf
Flesh-1.11T see role
Imi • 2-12' a 48.87
Mediam-3-IW i60.0
High -4' +Bodo
SEE NOTES 1-3
OH LENGTH �—
�i gl OH RATIO z1
O1
1
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT DEVISED
DP`Z1ngogo ifh the Florida
u1lCinp
Noa-Ns,. 17-0420A2
lUpI.G.. Date 0211712020
111111II Ill/
6870E'•P
'p0�.1(.� .era �okl7?
��'11y�NALIENI.``
0. LYMa 41LLEP, PE
NO FRAME "900' P-HOOK ANCHORAGE CONSISTS OF. SEE'C5' CLUSTER
SEE
JAMB (9) P-HOOK ANCHORS, SEE'C6' CLUSTER MAX. UNIT WIDTH SEE'CS' CLUSTER DETAILS, DETAILS, SHEET 10
GAL
FOR ASTRAGAL
SPLICE
REQUIRED ® (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR REQU9tES'C6' SHEET 10 FOR INITERLOCK
24' MAX.IO.C.
NOTE,
THIS
EXTERIOR PLANE] SEE TABLE 2, SHEET INTERLOCK CLUSTER, SEE
POCKETS AND .
DETAILS, SHEET 11
SHEET
PANEL WI
SEE POCKET PANEL WIDTH
(10OUNTINK r_______ _ x x x x 'MAX
xx x
JAMS MOUNTING 6'MAX x "
INSTALLATION, x x
ADAPTERo
(
THIS SHEET ANCHORS MIDWAY + QI'MAX.
4PAIRS OF
B SHEET 14 BETWEEN P-HOOK i Ioi
`•
ANCHORS&AT3• 1 x=FRAME ANCHORS
lo�
FROM TOPE 14•MAx. o.c. 1 o ANCHORS UNIT ANCHORS)
• BOTTOM 21'• RS)
O'O'
4.061•
'MAX. TO OPENING i�+&I O �O=P•HOOK HEIGHT JAMB
• EDGE OF POCKET SEE 1E I ANCHORS (SEE JAMB
"�
1 $ ®i u'MAX O.C. DETAIL
INSTALLATION 1e
JPER
W
DETAILS'JC' 81<C', i� Ioi I I� Ao=P-HOOK BELOW)
END PANEL SHEET 14 8 PART 1 OMOUNTING x
'J'81C, i � jol lol ADAPTER
24" MAX
ANCHORAGE DETAILS WMAY.
(2 ANCHORS) SHEET 19 FOR IR ANCHORS
O.C.
P-HOOK r---__ 8_hv+X l x x PANEL
"'Y ANCHORS xx xx
MAX ANC
x x xx xxx . x. " " B•MAX ANCHORAGE (SEE
ANCHORAGE ANENDCHOPANRAGE r2. 7 SKETCH BELOW)
•�•.Y
(SEE SKETCH BELOW).y�.x �'�Y RAGE ANCHORAGE
I-ECENTERLINE
0. MAX. TYP' ANCHORAGE ANCHORAGE ANCHORAGE
24'MAX
OF PANEL 1 2'�•
EXAMPLE: 6-P EL2 TRACK 90' OUTSIDE CORNER- XXIXXO- EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
46' x 96• NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 6) 6. SPLICE NOTE:
NON-STRUCTURAL
.I
ANCHORAGE EXAMPLE NOTES: ANCHORS MAYBE ADDED
1) PROVED ANCHORS: SEE TABLE A, SHE ETI EHO PAX MCHOREZCEPDOH, rANagRA6Eaa ASNEEDEDTOAUGNTHE
T—
48.
NOM
• I
1
2)ANCHOR LOCATION SPACING FOR ANCHOR _=TANCE.—
SM HEAD OR1 ASPLICE
gUANTITIES SPECIFlEDINTAII I.3 SHEETS 6-e: C ATOM OCCURS AT THE
CENTERLINE OF MO.c oRlEss 27. — jC� OCCURS ATTHE P-HOOK.
INTERLOCK HEAD 8 SILL: W MAX FROM FRAME CORNERS. MAX,
PRODUCT REVISED
PANEL
SEE'C5"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE O.C. pl Rh the Florida
TABLES,SHEETS"ATEACH INTERLOCK AND ooliE2n9
WIDTH
DETAILS, SHEET IO wRPu�eaMmP.,n 17-0420.12
ILS,S EETOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, MOPOWf6EHDPANELSAREONLY NOA-No.
FOR NlCHORS ATTHE 6.64'
PLUS SPECIFIED QUANTITY OF ADDITIONAL REOVREp 61H60.C.OISTANGETO TMEXEMANCHOR lxplro0•n Gal WIW2020
`E2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTERS OVER x. OTXED•/SEaH010R9ARSNOT
REOUwm4TTHErsysPAXA.s PER THEROVRE ABw7:: py
3.5'
ADDITIONAL ANCHORS 24"O.C. MAXIMUM. 6,M Mia u I
CENTE JAMBS a P-HOOKS: G' MAX FROM BOTTOM, 21' MAX ANCHOR PAIR O.C. (JAMBS). 14' MAX ANCHOR
N
F2'TRACIC
OFPAERLINEL 2 O.C. (P•HOOK) UTILVJNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-6. SEE
FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14.
ANCHOR PAIR
't2'ANCHORAGE SEE•CS•CLUSTER CENTERLINE END PANEL
REOUOTES CENTERLINE
'C6' DETAILS, SHEET 10 ANCHORAG
•�
CLUSTER, SEE
DETAILS, SHEETl I F�—OF FORASTRAGAL rOF (2 ANCHORS) 9•
I INTERLOCK ASTRAGAL l�—
4A61• 1_ 3.6' � MAX I
i
`+l
4T''
EXTERIOR ID �CENTERLINE '+Y ANCHORAGE L�CENTERUNE • CENTERLINE
`� OF I OF PANEL4 "+2'ANCHORAGE f"•—OF PANEL
= * No•58705 _—
/� • *_
I PANEL
BEE SHEET II FOR OTHER INTERMEDIATE ANCHORS
.2�(I .fi (8�. q`
ljuf/.
rprd TELfB,9lOfR'SAVE a•or-
M VEAX& n� r4 ANCHORAGE SPACING & EXAMPLE PLANS
i�T•1 ST TE
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SERIES770ALUM.SGD-LMIMPACT
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I
6• owG.
ASTRAGAL OR SPLICE LOCATION ASTRAGALOR I (FORSPLICE ASTRAGAL OR SPLICE LOCATION 2.04'
IMERLOCK�j IF NEEDED INTERLOCK-q CONDITION, USE INTERLOCK'--I"'IF NEEDED 204'
4.r
'CB' CLUSTER DETAIL) CENTERLINE
CENTERLINE I 17b' E%TE B° DwO.
3.6" 7' 3.6' 21'1.75"4 • DI G �X2.04" 2.04'2.M' 5.b4' MAX.3.5• O.C.
EXTERIOR '7• E%TR7• EKTTEElMOR 7,
V AK
2-TRACK FRAME HEADISILL V 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAD/SILL 8• M 5.64'
,@ ABTRAGAL Oft INTERLOCK QASTRAGAL OR INTERLOCK C9 ASTRAGAL OR INTERLOCK 2 TRACK
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER FRAME JAMB e' MAX
ANCHORS ARE REQUIRED•"04°) ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED,'C6') ANCHORPAIR
F4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR I SPLICE LOCATION 6°DIAO. FRAME JAMB
INTERLOCK CONDITION, USE INTERLOCK -'-(-IF NEEDED EYTERroR ANCHORPAIR
INTERLOCK-°�IF NEEDED "'I 2.04' "'✓-
CENTERLINE I CENTERLINE 'C8• CLUSTERDETAIy CENTERLINE
3.6" 3.5' T ANCHORS MAY BE INSTALLED
21• EITHER IN THE EXT. OR INT.
JAG.
MAX• TRACK(INT. SHOWN)
4.08" D.0
4.08' NOTES:
2'M° 1. ALL DIMENSIONS SHOWN
6.84° ARE BASED ON MIN.
4•DIAG. ExTERIOft 3.5' ALLOWED.
ExTTE'ImaR 7',11R 7' 3.6" g• MAX 2. FOR HEAD OR SILL SPLICE
v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEADISILL '5 3TRACK FRAME HEADISILL LOCATIONSIANCHORAGE AT
(ai ASTRAGAL OR INTERLOCK CD ASTRAGAL OR INTERLOCK . L7 ASTRAGAL OR INTERLOCK p-HOOK SEE SHEET 0.
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB
ANCHORS ARE REQUIRED, "C4h ANCHORS ARE REQUIRED,'C5 J ANCHORS ARE REQUIRED,'C6� ANCHOR PAIR PRODUCT REVISED
pl Ing Rwith EVS pbrldn
(FOR SPLICE FOR SPLICED ouliaing LTvau
ASTRAGAL OR I DO NOT
ASTRAGAI-OR SPLICE LOCATION ASTRAGAL OR I (FOR BPLICE �..I CONDITION, CONDITIONS ONLY: Noa-Nm 17.0420. 2
�I INTERLOCK
INTERLOCK IF NEEDED INTERLOCK CONDITION, USE USE THIS DETAIL) SPLICE LOCATION E"T.11.n oft 02117I2020
CENTERLINE I CENTERLINES CENTERLINE IF NEEDED
�( CO CLUSTER DETAIL) 35' e
1.75' 3.5' T miam vroaud con 1
3.5• 3.5'
2,04'
4' DIAG. 2.04' 4' DIAO. 2.04'
p O4• 5.37' DIAG. 4' DIAG.
4.08'
. 1 2.04" `1111II II IItT
4' DIAG.
Rio7-
4-TRACKreaio 7" 3.5' 3.5•
DRFE7RIOR R
v 4-TRACK FRAME HEADISILL FRAME HEAD/SILL 4-TRACK FRAME HEADISILL ` •. .Fps
Na 63705
(a] ASTRAGAL OR INTERLOCK 0ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REOUIREO,'C69 --0
ANCHORS ARE REQUIRED,'C4� AN
ARE REQUIRED, °CS' WITH WITHOUT SPLICE CONDITION'•, -/ J)?-
i TAT A p `fit:/`
IOATECIR'OLOOYMrvE °i^� lC ''•;r(OR10P,;' 2
MVL7JMF.R31]7b ANCNORAGE,EXAMPLECLUSTERS ��'SS/ON..•..,`,
(d0aaaf000
.FRc cvAlmL�a�os SERIES
,ul ,-W�ASMT �,C,, mH�O LHANOESTHf3 SHEET. �rwnK°a.v+F ud9er)Ko-7�o770ALUM. SGDM�PMACT
_NTS —f0 +22 ,�Ar.TLTYTNtNu Mmiirnos
2.04' 2.04 INTERIOR 2.04' INTEROR 2.04' •+i' ANCHOR
IN RIM INTERIOR 7°
4° DIAG. 8.94' 3.5'
4' DIAG. 612' 3.5"
6.12'
INTERIOR INTERIOR 3. 7 ERI I, INTERI I — CFJd�E -
90 3. " f OF PANEL
EXTERIOR x7ewoR 4' DIAG. 4"DIAG.
3.5' • 3.5' 4- 3.5" 3" 4" "+2•ANCHOR
2.04" 2.04..04' EXTERIOR 4". 7• 2.1. EXTERIOR 4- 7-04' FKT7' 8.94'
EXTEwdi—
90'CORN[R 90°CORNER 135'CORNER 136'CORNER
2'�• 4° DIAG.
2-TRACK FRAME HEAD/SILL 2•TRACK FRAME HEADISILL 2•TRA6K FRAME HEADISILL 2-TRACK FRAME HEADISILL 3,5'
I CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 8 CLUSTER f OF PANEL
ANCHORS ARE REQUIRED,'9V ANCHORS ARE REQUIRED,'Ce) ANCHORS ARE REQUIRED,•C4• ANCHORS ARE REQUIRED,
'C8")
4.08'
EwOR
`+ EXfERWR INreaIOa 4.08' — '+1'ANCHOR '+3'ANCHOR
4' 3•g IN7ERXJR 7.41'
INTERIOR 135•
90 7" z.";;F.'llTAl. A°DIAG.
EXTERIM
.3 4.0, A.08' 7' ERLINES37 D 0. 6.37" G.CENTERLINE
OFPANEL 2-TRACK FRAME HEADISILL
4•
3.5'
4'
vj ON •+2'ANCHOR
INTERMEDIATE —ANCHOR LAYOUT
EXTERIOR
—
INERIOR
TxTCTrIuoR ALL
90' CORNER
136' CORNER
VIEWS
3•TRACK FRAME HEADBILL
3-TRACK FRAME HEAbISILL
V
(•CB' ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
('C6•ANCHOR CLUSTER REQUIRED
ATALL3-TRACK CORNERS)
gfi4-D AG.
PRODUCT REVISED
pINrN1 vAth tho FloHda
0.11dinp t dd
ItfTER10R .Ci.12'
r
IWEwIra
2.04'
NOA-No. 17-0420.12
2.04'
I . 3.5•
Ea Iratlon Date 02/17/2020
"TERIOR
6.88'
CENTERLINE
OFPANEL
nnomw
4'
INr IO
as aaot co w
INTERX)R 0
3.6'
135°
-04" '+3'ANCHOR
4- 7-
6.12'
9.5'
4.08'
7 RI ot
og
1-1 T3.5•
EXTERIOR
4•
4-DIAG. rEamS 4'
"� RIOa
2.04•
3.5" I
I�CENTERLINE
111111r
SVYLYNry rrr,
GO'CORNER
13V CORNER
I OFPANEL
e1 ,• JCENSF'•.•�(el
Z.R'
4 TRACK FRAME HEADISILL
A TRACK FRAME HEADISILL
4-TRACK FRAME HEADISILL
No.58705 '�
*' •'
( Ce ANCHOR CLUSTER REQUIRED
('Ce'ANCHOR CLUSTER REQUIRED
INTERMEDIATE ANCHORLAYOUT
Tt_
/�
AT ALL 4-TRACK CORNERS)
AT ALL 4-TRACK CORNERS)
(3-TRACK SIMILAR)
--D
_ (�L
NOTES: STA OF
1.ALL DALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. fONTEQWOtoOrcWNE
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE NVF.f4rE,N:aara ANCHORAGE EXA
AL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
MPLE CLUSTERS c�s''•�?oRIDP,,�'�?��
IDENTICNtilNO'f� _ S7�NAL.
_PF
eaa. oeAmecuaree SERIES 770 ALUM. SGD-LM IMPACT _ rill 1l Hfit
JR p4N"11r O NOCILWOESTN/S SNEEi a rr+ms .°�° ^` hL I.bt1705
JR f0/TtW4 50677o NTS 1T +22 ".w PGTOT30 C -P.Ed SWOS
INSTALLATION DETAILS
EDGE DISTANCE
SEE TABLE A, SHEET 1
E%lER 2-1118'•114"
a r MAX.
7 1 SHIM
iMeEDMENT: i
,EETABLEA, JJ
SHEET 1 WOOD ANCHOR TYP.,
2X WOOD SEE ANCHOR NOTES
TYP., SEE ANCHOR g TABLE A. SHEET 1
NOTE 3, SHEETI
®2-TRACK FRAME HEAD
WOOD INSTALLATION
WOODANCHORTYP., 2XWOOD
SEE AN*DISTANCE
TYP., SEEANCHOR
8 TABA. NOTE 3, SHEET 1
SEEANCHOR
NOTE 6, SHEET
1 (114• MAX)
PMERIOR
a 2
EE:SEE TAIEMBED:BLE A SHEET 1
2--TRACK FRAME SILL
ow WOOD INSTALLATION
EMBEDMENT:SEE
TABLE A, SHEET 1
2XWOOD, EDGE DISTANCE:
TYP., SEE ANCHOR SEE TABLE A,
NOTE 3, SHEET SHEETI
z-1N6•
WOODANCHORTYP.,
SEE ANCHOR NOTES
S TABLE A, SHEET 1
EMTT,QR
V 114• MAX. SHIM I--
2-TRACK FRAME JAMB
clvi WOOD INSTALLATION
EMBEDMENT: SEE TABLEA, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2.1l18' • 114"
MAX.
Im e7 MOR r SHIM
aTd - 1
2X WOOD WOOD ANCHOR TYP.,
TYP.,SEEANCHOR SEEANCHORNOTES
NOTE 3, SHEET 1 S TABLE A, SHEET 1
3-TRACK FRAME HEAD
WOOD INSTALLATION
WOODANCHORTYP., 2X WOOD
R *E,�
., SEE ANCHOR
SEEOTE 3, SHEET 1
ANCHOR
NOTE 5,
SHEET (114" MAX.)
SEE TABLE A, SHEETI
EMBEOMENT:SEE TABLE A. SHEET
E,r
3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT:SEE
TABLE A, SHEET 1 �I
EDGE DISTANCE:
SEETABLEA,
2XWOOD
SHEET
T>P.,SEEANCHOR
NOTE3,SHEETI
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
�B
1/4• MAX SHIM —.4
1--
EMBEDMENT. SEE TABLE A. SHEET i MIN. OF 3 THREADS BEYOND
EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A, SHEETI
2-1116"' NOTES:
114" 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
EMERiQR _ SHIM ON MIN. ALLOWED.
�j 2.METAL TE WOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
METALTYP., SMSANCHORTYP., TYPES PER TABLE A,
SEE ANCHOR SEE ANCHOR NOTES SHEET 1.
NOTE 4, SHEET 1 8 TABLE A. SHEET 1
IS
4-TRACK FRAME HEAD • N 4- (H AL O.C.EAD &SILL)
METAL INSTALLATION MIN • (H
ORB• (JAMB) SEE
SMSANCHORTYP., METAL TYP., DETAILS, SHEETS 10 S 11.
SEE ANCHOR NOTES SEEANCHOR
SEE $TABLE A, SHEET NOTE 4, SHEET
ANCHOR MIN. OF 3 THREADS BEYOND
NOTE S. THE METAL SUBSTRATE
SHEET I
/4•MAX.) - -
,gLE+L� EMBEDMENT:SEE
(} TABLE A. SHEET 1
2-1/16" • EDGE DISTANCE:
SEE TABLE A SHEET 1
FRAME
SILL
@4-TRACK
P« METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET
EDGE DISTANCE:
SEE TABLE A.
METAL TYP.,
SHEET
SEE ANCHOR
NOTE 4, SHEET 1
2-1118'
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
8 TABLE A, SHEET 1
. OF 3
[TIMIN
THREADS
E%TERIOR
BEYOND THE
�I
METAL
V
SUBSTRATE
1/4' MAX SHIM
4-T
FRAME
JAMB
nr METAL INSTALLATION
sou.m I NTS 1 12 + 22 1 PGTO120
PRODUCT REVISED
pljV wllh 1ho FI,dda
0.11ding Coodd
xoa-No. 17.0420.12
P.xpbolion Date 02117l2020
Nm 58705 c1J
S;�NA11L'',,1E1NG..
A LYMIt{It1FR, P.E
PEAS,
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES:
EDGE DISTANCE: EDGE DISTANCE: I. ALL DIMENSIONS
EDGE DISTANCE: SEE SEETABLE A, SHEET 1 CONCRETE SEE TABLE A. SHEET 1 SHOWN ARE BASED
CONCRETE TABLE A SHEET 1 CONCRETE ON MIN. ALLOWED.
PER TABLE PER TABLE 2.1J1 B'• PESH 1 2•Il10"
A, SHEET 1 2.1l16" A SHEET 1 A, SHEET 1 1f4' DIAGONAL O.C. I9
;.4 :.,,: +;•(:: 'vti:-,. MAX MIN 4- (HEAD & SILL)
wrx .:.: 1. y. i.,:+:: ,.. SHIM OR6' JAMB SEE
_ S 1
...::..............
7j' --rr 114' ExrFaaR 0811 DETAILS, SHEETS
MBEDMENT: J `—
a L T
SEETABLEA, SHIM ( SHIM
SHEETIPROPERLY SECURED IX CONCRETE ANCHOR TYP.,
PROPERLY SECURED IX CONCRETEANCHOR OTESTYP., WOOD LY BUCK
SECURED E SEE CRETE ANCHORNCHOR7YP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES'& WOOD BUCK TYP., SEE SEE ANCHOR NOTES 8
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE S. SHEET 1 TABLE A, SHEET 1
CONCRETE INSTALLATRAMEHEADION CON RE7E 1INSTALON C®e CON RETCK EINSTAME LI�AT�ON
CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX
SEEANCHORNOTES& WOOD BUCK TYP.. SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE
TABLE A SHEET 1 ANCHOR NOTE 3, SHEETI TABLE A. SHEET 1 ANCHOR NOTES, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, 5HEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 6, SHEET NOTE 6, S.
SHEET I
1 114-HEETI r.. 1
( MAX)) (114 MAX) -••;L. I (1/4•MAX.) 1
E%TENOR T ,: E%TERIOR .': ��;'.4.'.� .:.L:: '-..- :.
(�] CONCRETE
2-1116' * 2-1l11. �2.1/18" , PER TABLE
CONCRETE CONCRETE EDGE DISTANCE: A SHEET 1
EDGE DISTANCE: EDGE DISTANCE: PER TABLE SEE TABLE A SHEET 1
SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET A` SHEET' EMBEDMENT: SEE TABLEASFfrETt A, SHEETI EMBEDMENT: SEE TABLE A, SHEETI
2-TRACK FRAME SILL 3-TRACK FRAME SILL 4TRACK FRAME SBl
CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE INSTALLATION
TABLE A, SHEETISEE PRODUCT REVISED
TABLE A SHEET 1 omDhMfl Mlh /ho Florida
EMBEDMENT: SEE
TABLE A. SHEET 1 ~I EDGE DISTANCE:
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A.
SEE CONCfCMU ANCHOR SEETABLEA, 1X WOOD BUCK TYP., SHEETI
�i - SHEETI 3,
Duiltling Co a 17-0420.12
NOA-Nu,
O.pum oo Date 0211712020
ml m ro uc '
TABEDMENIT:
TABLEA SHEETI
TYP., SEE ANCHOR
SEE ANCHOR NOTE
,
PROPERLY SECURED
% EDGE DISTANCE:
SEE TABLE A
NOTES B TABLEA
SHEETI
f • 2-1/10"
SHEETI
1X WOOD BUCK TYP.,
SHEETI
CONCJCMU ANCHOR
-•' 2.1116"
�3
BEE ANCHOR NOTE 3,
TYP., SEE ANCHOR
SHEETI
•� 2-1H8•'
PROPERLYSECURED
NOTES&TABLEA,
CONC./CMU ANCHOR
1X WOOD BUCK TYP.,
SHEET 1
CONCRETE
ytttlll lil„�
TYP.,SEE ANCHOR
NOTES &TABLE
CONCRETE
SEE ANCHOR NOTE 3;
SHEETI
CONCRETE
OR CMU
OR CMU
PER TABLE
SHEETI
EI(T1ERL�on
OR CMU
E�IOR
PERTABLE
`e SHEETI
fn1�
V
.., A, SHEETI
'Q�:'••U SE'•.!�'�
V1/4-MAX. SHIM --.-i
2-TRACK
CONCRETE
JR 0~7 C NO
F-- PER TABLE
A, SHEETI
FRAMEJAMB
U INSTALLATION
OWlOESTIIIS SI✓FF(.
1/4'MAX SHIM—�:I--••
3-TRACK FRAME
H®e CONCRETE/CMU
' H n wve
ply -la.
c�xr oFnuD�
„
wwm°ai a
A,
JAMB
IN&TALLAT QN
1/4'MAX SHIM
4-TRACK
to CONCRETEICMU
ANCHORAGE DETAILS
SERIES 770_ALUM. SGD
n....r r
sOnrJo FITS 13 - 22
h--
FRAMEJAMB
INSTALLATION
- LM IMPACT ..
^`°o°1i
PG7D730 C
; *; No. 58705 •'
��iSfONAL1EaC`�
ALYNNN&LE(LP,E
P.EJ seros
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED ATALL
INSIDE POCKETS
EMBEDMENT: SEE
TO PREVENT
iOD 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.
SHEETI
2B I( ILLUSTRATION, SHEET 9)
EWE DISTANCE: SEE
B E A. SHEET 1
EMBEDMENT:
SEE TABLE
28
EXTERIORA,
SHEET 1
PHOOK WOOD ANCHORTYP„ P-HOOK
SEE ANCHOR NOTES CONCRETE OR,�
& TABLE A, SHEET I CMU PER TABLE
(ALSO SEE TYR 2.893' MIN. A, SHEET 1
ILLUSTRATION, SHEET 9) EDGE DISTANCE
. ®P-HOOK FOR USE WTTH FLAT SILL RISERS
PARTS 918 820 N22 OR 92A,
WOOD INSTALLATION EXTERIOR MOUNTSHOWN.
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEEANCHOR EMBEDMENT: SEE P-HOOKMOUNTING CONCRETEOR
NOTE 4, SHEET 1: TABLE 0. SHEET i ADAPTER SMS CMU PER TABLE-�
MIN. OF 3 THREADS ANCHOR 7YP., SEE A, SHEET I
BEYOND THE METAL ANCHOR NOTES
SUBSTRATE t—l-�..LEBIL.TAN.E:
&TABLEA,SHEETI EMBEDMENT:
O BEENP.UTRATION,SEE TABLE A;
EMBEDMENT: HEETSHEET1
SEE TABLEA,SEE
SHEET1A.
SHEET 1
P4100K SMS ANCHOR TYP„ / EXTERIOR
SEE ANCHOR NOTES
& TABLE A, SHEET 1ff�t
(ALSO SEE TYP. 2.693' MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
®P-HOOK FOR USE WITH BOX SILL RISERS
w PARTS#ifl 1121 iF230R 112"
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A&3A MOUNT
FOR WATER RATINGS) ONLY
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
MIN.
ON MIN. ALLOWED.
EDGE
DISTANCE
2, FIGURES ON THIS
SHEET ARE FOR
GO
ILLUSTRATIVE
• :Y°
ANCHOR TYP„ SEE PURPOSES ONLY. SEE
2e
ANCHORNOTESa
TABLE A. SHEET I FOR
TABLE A, SHEETI
_
1-1l4'MIN. EDGE DISTANCE
SUBSTRATES.
SUBSTRATES.
;'�:'
�� ExrEwoR
I
3. SEE TABES 1-3.
SHEET56-8 FOR
qg
��JL
P•HOOK
�',:--��•.
°"��.r'."'•
P-HOOKMOU_NTING
REQUIRED
- 2 2'•.
ADAPTER CONCJCMU
AND P•HOOK
MOUNTING ADAPTER
ANCHOR TYP., SEE
ANCHOR QUANTITIES.
ANCHOR NOTES & TABLE
ALSO SEE EXAMPLE
EMBEDMENT: SEE
A, SHEF-TI
ON SHEET B.
TABLE A, SHEET I
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY SILL RISER
PARTS #18 i120 422 OR #24,
CONCRETFJCMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDTIION
P-HOOK MOUNTING
EMBEDMENT:SEE
TABLEA,SHEETI
ADAPTER CONIC./CMU
ANCHORTYP.,SEE
ANCHOR NOTES & TABLE
+� \L'•' = -�'•
(ALSO SEE TYP.
ILLUSTRATION, SHEET.)
PRODUCT REVISED
plying EVIS Florida
17.0420.42
�; ^�
.... .., . • '^ii+
.:..
1.114' MIN. EDGE DISTANCE
LXplravon Gal 211712020
P-HOOK CONCJCMU /
EXTERIOR
ANCHOR TYR, SEED
ANCHOR NOTES & TABLE
A, SHEET 1
2.E.3' IN.
(ALSO SEE TYP.
EDGE DISTANCE
'
ILLUSTRATION, SHEET 9)
\\I\I11 IIIll
P-HOOK FOR USE WITH BOX SILL RISERS
\ ND.........,N
Ka PARTS II79 W211:23 OR #25.
�� a'C: • \JOENy •��(��'.
F •'•.��
CONCRETE INSTALLATION
(SEE TABLES IA, 2A&3A
EXTERIOR
MOUNT
Q•f
; *; Nn, E8T0.'} ••.P ;
'.
FOR WATER RATINGS)
ONLY
_ ? yT'
'
=r0•''• -A r•q�
ATE OFF G�.
.r. g9mvfr c xo elwroes rdrs sl+EET. cEar. aFAurRszemelul L �-I-,� oorcleo ..�ru.ww. uv.�-�rvl rmrn... � -•,un u.•
�Nle�Rin �ti'+ A LYNN MILLER P.E.
RJR fdtdl9 mw scoala NITS 14 r22 PGTi7130___ C P.Ea fial05
CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'AWHEETS 11 &
SHEETS 831
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE O—CHOR
TABLES, SHEETS" FOR MAX.
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 1g FOR SECTION
DETAILS AND SHEETS 12-14 FOR MAX.
INSTALLATION DETAILS. PANEL
2)(1} LOCK (ITEMS 75& 107-110)AT HEIGHT
EACH LOCKSTILE, LOCKING INTO
KEEPER pTEM 103) AT FRAME JAMB
ORASTRAGAL.
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK
COMBINATIONS PER DPIANCHOR
TABLES.
SILL DETAIL'D', SHEET le; 7
INSTALLATION DETAILS
'DW & T)c', SHEETS 12 & 13
#10 X 1-112'
PH EMS
PANEL CORNER
DETAIL
MAX. UNIT
WIDTH
MAX. NON. PANEL WIDTH
r- OLO-H TYP. PER TABLES 1 3
I WIDTH I
EX'Llz ,
gp
PANEL PANEL PANEL CORNER DETAIL'N2',
PANEL TYPE TYPE
TYPE QS' 'AS' TYPE SHEET I9&CORNER
TC ANCHORAGE SHEET II ,
ROM. MAX. UNIT / MAX. HEIGHT INTERLOCK DETAIL
IDTH T�5'P DLO PER 'M', SHEET 18
HEIGHT TABLES E2 RIOR 1�4Ort R
LEE PER 13
TABES 1-3
JAMB DETAIL'G3', SHEET
18:INSTALLATION DETAILS X X 'GW &'Gd. SHEETS 12 & 13
00' DLO WIDTH = NOM. PANEL WIDTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT-10.125'
EXAMPLE: 906 INSIDE CORNER, 4 PANELS - XXW PANEL HEIGHT c DOOR UNIT HEIGHT- 1.866'
SILICONETURAL HOT-MELTOUTYL
STRUCICONE
STRUCTURAL SILICONE a11S'NOM..
POLYISOBUIYLENE 1I4'NOM. FOAM
WITH
WITH DESICCANT DESICCANT
EXT. GLASS E)cr. CLASS
PRODUCT REVISED
G as pl in with the Florlde
LYr. cuss uams �e�
INT. GLASS NOp-No. 17.0420.12
1a KODISPACE 4SG TIPS IM SUPER SPACERONXT'N FxpimvvwVZ2lEl7l2Q2O
ey
ALUMINUM rdlem Pr a ontro
bj—REINFORCEMENT poLylSo. DTSICCANTRLLARFA
BUTYLENE 5118' ROM.
FRAME CORNER 6)IWNOM. SEASUGONE SEAL
DETAIL
Part#
Description
Meterlal
124
KODarleding 4SG TPS Spacer System
See
125
QUanex Super Spacer nXT with Hot Melt Butyl
this
Sheel for
128
lQuanox DUresoal Spacer
Matedals
127
Cardinal )L Edge Spacer
BUM& ROLL -FORMED
DESICCANT STAINLESS STEEL
FOAM
EM.G ASS
EXT. CLASS \\IIII IlIIII
NT. GLASS INT.G4ISS •:�'�
�.: No,58706
(�DURASEALOSPACER QXLEDGE'NSPACER
1srq.rmrmc
�")—fyP�G Slks
sao-7ro
I. SGD-LMIMPACT _ "lliiiiiin\"
A LYNN Ms.LER P.E.
15 • 22 m.ro PG70130 I C P.E.psaras
CONFIG. EXAMPLES
INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 1b
M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
INSTALLATION DETAILS'GW &'Ge, SHEETS 12 & 13
/�}IX-'ED JAMB DETAIL -Oz.
ASTRAGAL
HEADER DETAIL 'IV, SHEET HEADER DETAIL'X. SHEET 18;
LDLOO'
/-SHEET 18; INSTALLATION
DETAILS'Ll' &
18; INSTALLATION DETAILS INSTALLATION DETAILS'AW &'Ad,
WIDTFj.r
JAMB DETAIL'G3', SHEET
DETAILS'GW 8'Gc',
L2, SHEET 19
'AW &'Ac', SHEETS 12 & 13 SHEETS 12 & 13
90'
TYp,
/' i8; INSTALLATION DETAILS
^( 'GW 8'Gc', SHEETS 12 & 13
SHEETS
12 813
PANEL
PANEL
PANEL
PANEL
PANEL
ANE
PANEL
TYPE
TYPE
TYPE
TYPE
PANEL
TYPE
PANEL
TYPE
o
INTERLOCK DETAIL
MAX,
'CS'
'OS'
MAX
P
V. SHEET 19
/
/
NOM.
PANEL
/
/
UNIT
HEIGHT
SILL DETAIL
NOM.
/
/
UNR
HEIGHT
'
80' OUTSIDE CORNER
9
WIDTH TYP.
PER
•D', SHEET
PANEL
PER
DETAIL N'lD SHEET 19 8
MAX
PERTAB
SEE
TABLES
MAX
WIDTH 7YP.
SEE
TABLES
CORNER ANCHORAGE
DLO
13
1-3
INSTALL
DLO
PER
NOTE 2,
13
SHEET11
HEIGHT
TABLES 13
SHEET1SDETAILS
b
LNOTE'12�
SHEETS I2
�
a
� �,
a
NOM. PANEL
O
/
813
X
X
X
X
WIDTHTYP.
—
\
LES
MAX UNITWIDTH --I
L
13
SEE FRAME &
MAX UNIT WIDTH
SILL DETAIL'D', SHEET 18;
PANEL CORNER EXAMPLE:OXXX INSTA LLATION DETAILS
CONSTRUCTION
CONSTRUCTION
MAX UNIT WIDTH
DETAILS 2-TRACK .. 'I3w'g•Od,SHEETS 12&13
EXAMPLE: 90'OUTS] DECORNER -XX/XX(2-TRACK)
JAMS DETAIL SHEET 1IS
ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M', SHEET 19 DE
L2, SHEI719.� INSTALLATION DETAILS'IW &
1 , ''1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13-\ HEADER DETAIL'C', SHEET
� HEADER DETAIL 1 18; INSTALLATION DETAILS
JETAIL NZ', SHEET P•HOOK DETAIL'J' 8'K', SHEET 'B', SHEET 18;
'GW 8'Cc', SHEETS 12 & 13
1B; INSTALLATION DETAILS 19; INSTALLATION GETAILS'JW, INSTALLATION
'HW & IV, SHEETS t2 & 13 'JC,'Kw' 8'Kc', SHEET 14 DETAILS 7iW 8'Bd,
SHEETS 12 & 13
JAMS DETAIL'12', SHEET 18; INSTALLATION
DETARS'IW 8'k', SHEETS 12 813
PRODUCT REVISED
..pl&q wIth tho Flodda
(•------ MAX UNIT WIDTH
MAX UNIT WIDTH �I
e�u`af�y cnao
NOA-No. 17.0420.12
�
e.vlroBon o�ea ovl7nozo
PANEL
TYPE
'R'
MAX.UNIT
/
H PER /
TABLES MAX./
13 DLO
HEIGHT
O
PANEL
TYPE
1:
/SEE
NOTE 2
SHEET I'
a
PANEL
TYPE
'M'
NOM.
PANEL
WIDTH TYP
PER
TABLES 13
PANEL
TYPE
'F
i
i
1
' I
& 1'
i
8 1
Z i
i
i
PANEL PANEL PANEL PANEL
7ME TYPE TYPE TYPE
NOM. UNIT
d PANEL /j HEIGHT
/ / / WIDTH TYP. / PER
SEE MAX. PER TABLES
OTE 2, OLD TABLES 13 13
SHEET 15 HEIGHT
b 0
min u o roaucec
_
uun
; .{��NY LYN
UCiz
EXAMPLE:OXXXp
(&TRACK,
EXAMPLE:XXXO SILL DETAIL 'P, SHEET 18;
(¢TRACK, BY-PASS) INSTALLATION DETAILS
'FW &'Fc, SHEETS 12 & 13
Yr' Na59700
SILL DETAIL'E',SHEET I8;
RIGHT POCKET) INSTALUIT ON DETAILS
'RY &'Ed, SHEETS 12 & 13
mv.I _F191I1d
rylq.do-rend
RF/.OFNIlN. /NtY
CRICJ//UHLUM.JUU-Lrw IM /IUI
sco-7fo N18 I 18 +T2 POTOl30
PANEL'S RIGHT STILE TYPE
CORNER K
PANEL
SINGLE
SINGLE
FD(ED
LOCKSTILE
ASTRAGAL
ASTRABAL
BAoxourr
A9MAINL
BDLOCKSTIILE
90 LOCKSRLE
oo RECEIVER
DDRECENER
E%TCORNER
�RECENER
135 RECEWERI5
RECEIVER
TYPES
INTERLOCK
° T
INTERLOCK
IN
GTRE
WIMBLE
SOXOLR
BOX IN
WIILANDLE
W/NANCLE
WIHANUE
W/HWDLE
WIHW LE
W/HANDLE
m a
rt19
WIHANDLE
o f
WIHANOLE
.
—�
—�
et
to
IntG
war
tro>T
as
ve
F
PP
K
TR
TQ
TC
TA
TV
TW
It FLUX RDT-
LE
B
E
P
A
C
C
IC
SQ
Sc
SA
SV
SW
IN
R et/F
mal'ro
S
S
FD
FC
FV
FW
GtRE° �-
RR
R
�aTP�
M�ro
w
D
M
J
J
w ASTppGAy
LR
—
PANEL NOTES:
(L BOX OUT
wlwwoLE
Fwrum
1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
`
IT— ASTM �
/ y
LEFT LI Nf TERma RIGHT
SIZES E DESIGN PRESSURE.
2 PANEL TYPES NOT SHOWN OR CROSSED OFF
eoXlu
w/IWLDLE
mw'ro
PANEL PANEL
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
J
F ASTRAGAL
�
T 1 /
RDxreRION
STILE V STILE
ANDA STRAGE N07 AVMLABLE.
3.00•ASTRAGALS USE#118)ADUTY STILES
U) Doxom LJ
(—x
RECEIVER
INTERI
F—
T (J
PANEL'E'SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
STILEIASTRAGAL REQUIREMENTS.
IORNER 9) OR R(#120 CORNEITHEER
EXTERIOR(tF110)OR INTERIOR(U720)CORNER
EXTERIOR
(L ASTRAGAL
J BOX
wa,Tro (^R"
APPLICABLE
ASTRAGALS.
4.135• ASTRAGALS TO USE HEAVY-DUTY STILES
INTCONSt
91 BB LOCNSTILE
RT
Cl
(461) AND CORNER ADDON(#31).
J wI'NNOEjt
z IXT CKSTIL
eo LIAmLEE
W/FUMBLE y11
d ro
EXTCORNER
W RECE VER
QT
^T
/V"
QS
CS
SILL RISERS OPTIONS aa2
�+— zar
z3Y I ExTEwaR
IXTENOq /L•. ,paT
�J'
.062• yaG6•
`�•
f�
EXTERIOR PRODUCT REVISED
'ST y Plyt�q wlM mo Fwd4n
9.p6G' OUI1dInB Cotle
NOu-Na 17.0420.12
WIIUNBLE 6
Y.
r
explmtion Dorn 02117Y1020
tNrcoRNER ea
AT
AS
DF
�
:4LLRj1_1AT•
.
By
MIe uct ontro
Wl HANDLE
stte
T--CF
SILLRISER FLAT SILLRISER,FLAT
TO LOW OMEDIUM. 3-114•
SILLRISE FLAT
2� HIG�4'
. .760•
7W
3a RECEVER
WI FLVIDLE FG
TNT CORNEA
S6 RECFJVEFt t
VT
1 /I /T
L/ L/
VS
I /I S
I/ I/�
VF
I �I F
(I 61
�{ ,750' ExIEWOR
_
/t�
.082• 3.S16S•
a •DBT
1111111111III
Wf NAFIDLE �
Iy
_.L
1
�• RISER O% 29 SILL
O SILL Na 58705
IV. BOX *.:
OSILL
78• 1SI VP OW, 2-W MEDIUM, 3-114'%
FLUSH
HIGH,
�
' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6.8 ' }1 '• ¢ I �=
tomtECRYCLBOYBMVE
N ynwmi)al awm PANEL TYPES
�O�IK`'
.
Fao SERIES770_ALUM.SGD-LMIMPACT fNAL IEIFA``
urRrame
JR P60G`17 C NO GUNOES Ms Si/EE/.
cEnr..OFA
Q �ru.w
nma'BB"m GDo-no NTS 17 +22
^^ 0.LYNNMILLER PE
� PGTD790 ,,,,• C P.EJr 667os
JR fOHa'f,
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
14-1WOFJAMBGTH
00 OR 81
G1
2-TRACK JAMB
8' LONG 9CLf5105
1D5 a W/RETAINER 0105
113 MIDSPAN (SHOWN WITH
5 FIXED PANEL TO
to THE INTERIOR)
fT,1*JtTERIOR
a
5 s
00 OR 61 2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
gRT
�LE%TERIOR 107 713 W to7-01
�/ 16
1M1
® H2
Max Ire jJAM8
GTH 40
2-TRACK JAMB
SMS.X3 CLIP 9-UK 0105 51 52
e• LONG WI RETAINER U123
® so (SHOWN WITH '-
MIDSPAN FIXED PANEL TO
THE EXTERIOR) B3
*4,57--mo- ON SHEET153
113
EM—R
GJ
a
2-TRACK JAMB
WISCREEN
106 FULL PANEL JAMB LENGTH
qq 600R 01 105
758107-Rt 17
6o OR 6, 16 8
6 SEE DETAIL G1
FOR FD(ED
80 PANEL CLIP 1j� y j� ,1
SEE DETAIL G2
103 FOR FIXED
PANEL CLIP 5 1Q7 so OR 51
5
16 600R 6, 77 �F]ITERIOR
�F RIDR 51M OR Il Ek7EftIOR V
3-TRACK JAMB 3-TRACK MB 4-TRACK JAMB 4TRACK JAMB
(SHOWN WITH ®(SHOWN WJAITH 11 (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) RXEDPANELTO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15
E%TERIOR
a
SHOWN WITH 2-TRACK W/SCREEN ffi3-TRACK CFRAM HEAD MAX.
UNIT
OPT. SCREEN FRAME HEAD FRAME HEAD
TRACK TABLES 1-3
53 60 66 00
E%iE3 62 61 720R 73 720R 73 � 720R 73
46 7 6 10
46 47 113 6 ,1 11
ER 112 5 113 113
a o 5 6
FRAME S LLISCREEN E FRAME SILL P FRAM1tE CK SILL
• REM 67 SHOWN, REM 00 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
I4045p-teo6
18 > 22 1 PGT0128
PRODUCT REVISED
.... g GI-LMM tM Ploddn
NOA-Nn. 17-0420.12
P plmtlon Onto 02/17/2020
IHE
)♦- NO.58705 %
0- *-
AL—M—K P.E.
PEJI68705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6
28 63 ]
26 30 11
83 27 21 21
60 OR 81 60 OR 61
28 14
20 6
trtn
6S 83
JLEMERK%i 171 IT-F RAOR tit 62 OMERWq E IOR
VV .HOOK FOR FLAT SILLS V P-HOOK FOR BOX SILLS
®j EXT OR INT.pMOOKU- gNRf EXT. MO NTpONLYgpT
)5 6 1D7-11 76 6 1D7.71 s1 ]
713
%—EXTERIOR
113 -E%IERIOR V113 103 (� ea
L7 WITH STANDARDSTILESNaARD 6D00 �/WEITAH HEAVY - DUTY
S LE9 81 R7 2TRACKSHOWN 90, OUTSIDE CORNER
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX BOX -OUT) MAYASTRAGAL SHOWN
TOWARDS NTERIOR(BOX4N)OX-OUT) MAY ALSO BE A�D TOWARDS INTERIOR (BOX-IALSO BE rc
N)
Q IN1EIvoa
4INTERIOR
s 6
135'
11 —
7 13
14 6 61 32
fill - j7-FM6UOR
32 71 S �7
I( AR 103 61 EMERI0 14 7 135- INSIDE CORNER
7 sto7-1 S1 ®2-TRACK SHOWN
OTSIDEZ
135' UCORNER
m 2-TR81DE
4 04ti6'tT c `RD n+.wcas nag sta-n
a.°Vr o.y
4 1fYlON4
CERT: WAIR fI3N6
103
62 117 W WORM
G5
120
90'
ex7ERpR
JO3
INTERKIR
7
SO OR fill
s
INTERLOCK
14
6
1t
• ITEM 061 (HEAVY-DUTY
]
STILE) SHOWN, ITEM nO
(STANDARD STILE) ALSO
9D° INSIDE CORNER
APPLICABLE, SEE TABLES
®2-TRACK SHOWN
1-3, SHEETS 6-6 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
pl 99 with tho Florhla
B.A-hD ofio
3t DCCK PppRR
NDA�Ia. 17.0420.12
76 6 107�1
4 1 -RJOR
Gpimfion D.t.07J1712020
{T [ N0, 68705
*
AST •.• 9TAT O
��i�lCss•:�ORIDP,.� �C���
A LYNN MILLER ".
PF/ 66]O6
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33J9, 58-59, 88, 70, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR 1113 REQUIRES
MIN. #W SMS OR 3/16' MASONRY
ANCHORS ® 24' MAX O.C.
PRODUCT REVISED
OUllaing ICodoWth the Flodda
NDA-No. 17-0420.12
e,,PNaeon Date 02M 712020
By
MIam4Da vet o
11111111111/1/]
* : N. S87O3 =
IOIOTEfJPAtOGYONNE �i � AROIi10p • • ���\
PARTS LIST SS�ONALIE�G
®*�^ •�� SERIES770_ALUM.SGD-LM/MPACT
A. %NMLLEyPE
,waayrrac 4aa� SGP770 NTS ?D +71 PGT0130 C P.ES681W
Item
pWGT#
PGT#
Description
R own7
C
NOCN4NOESTNI9SHEEr
JR IMWt4
f7300
81n00
Z-TMpC HEAD
2
1TJOJ
017303
2-171Aq( HFAO WRN SCREEN f1AL
3
17309
BI7JW
17PAIX HEM
1
1T312 -
817312
4•T1NIX NERD
5
17314
et7Jl4
FRAME6CREW PAYER
0
iTJ17
,0f 7317
FRAME IIfJ41/.WAID ADD -ON '
7
R3W
B1n01
2-TRAQ(6LL
B
773D7
BR307
2-TRACK SLL WITH SCREEN ML
B
ITJW
OtT3m
3-TRAM SLL
10
1T3t0
817310
4-TRACK SLL
11
ti313
817313
FRAME Set. TMIXB65E0.T
12
1n16
B7n15
FRAMESLL SCREEN AODON (SEENOlE 3)
17
17318
81n10
FfIMdE SLL SCREEN ENOAODON (SEE NOTE J)
1/
17305
W7305
21HAIX JAMB
15
17302
817302
1lPAIX JAMB W(Ill SCREEN RIL
18
1nfB
017308
1lT1AIX MANO
17
Inn
Bvmt
4-7RAOc,wNu
18
/7372
877322
6LL R6EIL- FLAT. FWbfL 1-1?
19
In19
01119
6LL R5ER-BOX FLUSH, t-1?
20
17321
W7321
6LL R6FA-FIAT, LOW, 2-1?
21
17318
07318
SILL Rf$IR-BOX LOW, 2-7?
22
17355
817355
2.11 -FIAT, MEDIIR1, 31JI'
n
177W
0173W
Set. RLSLTI-BOX Mf�DM, 11/A'
24
7n2J
OIT32J
SELL RISEfl-FUtT,Ngll, d'
26
1TJ20
W7J20
SLLRI6ER-BOX HIGH, 4•
20
inJ3
6I7333
POCKET P4100K
27
7070
BIgO
NEOPRENE BULB WS7P F00. P-NOOK
28
17331
817334
POCKET PNOOK MOUNT
28
fTS35
017375
PIgOK CAVfA
70
fiWB
817310
POCKET PHtOOK FOR Bo%PEER
31
II3/8
817370
lJS I%IRNER
32
17770
e7]J70
135 FILED MOUNT
REMS IO63
ARE SCREENP TS:
40
I3I9
811258
SCREEN 610E RAR-LOITCSTFE
41
7LOCMYOSN
SCREEN LOCKSET
42
11018
SCREEN KEEPER SPACER SET
O
8152
68152
SCREEN INTERLOCK ADAPTER
14
IITO
8H2B
SCREEN DOUBLE MERLOCK
45
d]I7
912258
SCREEN TOP RAL
IB
1378
812257
SCREEN BOTTOM f]AL
17
OW -
75R112
STANDARD ROLLER
IB
888
7SRA%
STANDARD ROILE0.-ST. STL
49
13M
W3N
SCREEN ASTRAGAL
to
17349
817W9
Nq SCREEN ASTRAOALAOAP'IER
51
1692
BIfi72
BCREEN fiPLNE-.7B5'
52
18W
81094
6CREEN &PEKE -.iSP
sJ
atbtaczo
scREFN aom
W
1725
1?%1'X111T 6LT. BLOCK NEOPRENE BS H4i
56
1720
1•%4' %/11B' 6ET. BLOCK NEOPRENE B6 HS
Item
pW9 �
POT#
Description
00
1TJ25
dt]925
PANEL STILE
81
17J2B
W7J28
PANEL STILE 9iFAW BUTYL
02
1n27
077J27
BRERLOIX AOAPIOfl
B3
1225
B1P2d0
VINYL BULB WSiP.-TNN(NSgE NTERWDO
W
1729
J1720
SILL END WFATIWR9TPP PM
Bs
17328
af7rm
1J7ERLolxsolEwcovER
87
1n28
817329
ASDIAOAL
BB
1733y
8173J9
HEAVY DUTY ASTRAGAL
fS
17J24
617321
TOP 8 DOTfOM PAL
70
17J50
117350
WEMHERSIRP F10EN9DN (7UEGTgN MOWED)
if
1�5
71ff96
1-12`X1'XWd'NDN FIN SEAL WSTPWOS
72
8157
7W53X
TANDEM 9T.6TL ROLLER ASSY.
n
8163
7B753N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW4199(OOW9960ROE-7700
n
o1 B5
787115X
OEMNIM00.TICE5FLY DUAL LOCK WAANO7RR7 PLATE
78
71W2%IFPFI(
BIW2X1'FL SS SOtEY/WI TYPE'F'TN "
TJ
]f03239
1032 STEEL 7ylC UNLIT
79
1735]
01T351
1' q BEAD
�
17159
81T769
7N6'OEADIFO@D PANEL CLIP '
e1�
n3BB
evJBB
NIO`DEAD
B2
1221
BIP21M
YNYLBUW WFADIERBTRP
07
81715
1715
LOWS NC,U2%1/f0'bGL SIDE ADM. TAPE, PDLYE111.
1Oo
OQ'i2
4B052
ROLLER ADJ. HOLE PLUG '
101
T21107
.RMB BUMPER '
10?
1890
71898
WST PL7J0
70J
B1B8
7BI8f1X
I'KEEPER
1W
OS7
7501�EP
SCREEN LOCK KEEPER
1D5
1731/
O1nN
iOcD PANEL QP-e`LONO
1(B
17352
817J52
f�D PANEL REFANER-9/1C
10]
17J9
71n9
RVIOLE KK-FfIERIOR MDEO NSM7NUM8 TURN
f00
1]40
71T10
HAt10LE KR-MBFD E%IERgRNPNDIE
IfD
17J1
781825N
1NNDLE NR•REPESSFA NTQLgR WITH THUMB TURN
110
In2
7N]0
HANDLE KR-RECESSED E)OERgRfNIIL
111
nN04PPSDA%NIf1X3/4'PII;PN7EK•S.S.
112
12J5
8T910
WSlP, .2J0%.170-FN SEAL
f13
1712
WO80
.18/'X$JO'FNSEAL
1I1
710X1f5PPX
p10X1-I/2'
ns
nmPPr
Noxr .
110
7�tl%
rN12OX 7'S.S.
117
720X112%
BI420X 1-176.6. '
IB
nJ30
BI73lB
900EGREE WRNER RECEf✓ER
719
17J3T
Ot77JT
900EOREE OUTSOE COfWFA AS7PA(3AL
tzB
nJJn
Wm3e
99IlE6REE NSIOE tnRNER ASTRnOat.
723
17352
817J52
F1YE0 PANELRETANER 7AY
5.069'
8.502" ,
0.080,
1.506,
1.211"
0.081'
O2-TRACK HEAD
(2)4-TRACK SILL
(8063-Td AL)
(6063-TB AL)
6.198'
8.520
0.080' .
1.211•
1.505"
0.081'
O2-AD WI SCREEN TRACK TRACK HE
O3 TRACK SILL
(6003-T8 AL)
(6063-T6 AL)
_
7.101
6221'
0.080'
1.211'
1.505'
0.081'
O3-TRACKHEAD
Oe 2-TRACK SILL W( SCREEN TRACK
(6063-T6 AL)
(6063-T6 AL)
4,49'
9.142'
O.OBO'
1.211" 1.605°
0.081' Oq 4-TRACK HEAD OY•TRACK SILL
(6063-TB AL) (6068-TB Al)
1.fi14°
1.28
L o.d6o•
O6 FRAME HEADIJAMB SCREEN
ADD -ON
(6083-Tti AL)
SEE SHEET 17 FOR SILL RISERS.
--'0.060"
0.062'
0.53Y 0.760'
1.516" 1.990'
FRAME SILL SCREEN FRAME SILL SCREEN
12 ADD-0N 13 ENO ADD -ON
(6o63-T6-T6 AL) (6063-T6 AL)
REQUIRES MIN. 810 SMS REQUIRES MIN. 410 SMS
OR 3118' MASONRY OR 3116' MASONRY
ANCHORS aQ 24" MAX O.C. ANCHORS ® 24- MAX O.C.
1.36
0.031,
6.198'
82-TRACK JAMB WI
t5 SCREEN TRACK
(6003 T6 AL)
wl 1116"
0.081,
7.105'
1B 3TRACK JAMB
(6083-Tfi AL)
1s7r
0.062'019•
0.081'
SCREEN
STILE
(6063-T6 AL)
5.069'
1.045"
1.99
0.002•
74 2--TRACK
SCREEN
TOP RAIL
(60:T. AL)
(B063•TB AL)
P+I h--- 0.876'
1 �L
O.OBY
46
SCREEN
80TTOM RAIL
(8063-TB AL)
PRODUCT REVISED
Ou11dIn91Catlo�IN lAv Florltla
NOr-No. 17-0420.12
iup-t cn v-0211172020
`r111111111/ll
.
t UCENSF'.jl�':
_` * • • No. 50705 •��
17 (L=CK
TB ALJA)MB =
(6063-C70 •;��
1JC Is � 0'
,4tw- e.O.aN..S_M..). C NOCHNJ(i15 RIIS SIIFFf. oSERIES 770_ALUM. SQD-LM IMPACT
ai--ar a. 0.LY"N`NInMIlLLi FnILl "PE".
NTS 1 21 • 22 1 PGR1130 I C PEs sbros
0.718' 0.83'
0.762'
0.062' 0.080'
ozfi4•
FRAME
6COVER
(6003-T6 AL)
AW 2.3C
i44;_�j
0.830'
01 136° CORNER
(0003-T6 AL)
8SILL
71 TRACK
(5063-T-T6 AL
3.802'
0.674' 2
0.076°
ze P-HCOK
t (6063-T6 AL)
2'304°
o.7sr
0.062•
o.z33• 0.06r
P•HOOK MOUNTING
ze ADAPTOR
PHOOK SCREW
OCOVER
(6063-TEAL)
(6063-T6 AL)
3.802'
1 163"1 0.885
0.08 I. O P-HOOK FOR BOKRISE�
(6063-T6 AL)
Imo- 4
.080' 0' 0.133° 1,888'
103"
0 1.600
15
M125' I- 3.126" - 0.062' OG26•
INTERLOCK INTERLOC
3z 135° FO(ED MOUNT O STANDARD STILE St HEAW DUTY STILE a W
(6083-T6 AL) 6063-TB AL) (8083-TB AL) ADAPTER SCRETO AL)
OVER
(6083-T8 AL) (8083-T8 AL)
3.979'
3.979"
I-� 4.125'
0.075'
dil
0.075
1.645' F1.846• 0.062' 1.304'
17
0.126" 0281' 3.25' -
87 STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL O TOPIBOTTOM RAIL
(6063-TO AL) (fi087-T6 AL) (6063-TO AL)
1.050' 1.050' j----
.289" I .61r I .485
f .045'
BEAD tl G.) ( BEAD, FUCEINDG et 811�6'DGLA7JNG
(6063-TO AL) PANEL CLIP (6063-TO AL)
(6063•Te AL)
1.003' 1.03'
0.76r 0.080�
0.050'
O106 FIXED 0.708'
PANEL CLIP 2.6A3' 0.133'
• (6063•T6 AL) 1.498' `I7.498'
I0.080° L
.550"�_._O
+10.883
Otz3 21'
RETAINER. 7/82.826'0.080'(6063-TB AL) 119 90' OUTSIDE CORNER ASTRAGAL
FIXED PANEL 710 90-CORNER RECEIVER ((1063-TO AL)
1�RETAINER 0/76' (6063-T6 AL)
(6063-T6 AL)
tsn 7Enw0uxlrrowve
x. Iwo Ist77� EXTRUS10A
' (0t0uat6m
a,Arrn c Noc woes rrrrs sn�r. --AM - SERIES 770
n 7-JR 1O'ldl4 uJi so�&TI *n
60b770
6.621'
0.133'
tz0 00° INSIDE CORNER ASTRAGAL
(6063-T6 AL)
22 + 22 1 PGT0130
PRODUCT REVISED
NOA_nyi ne with i6o Florida
8 a.
OA-No. 17
.0420.12
e plratlon Dato 02117/2020
��,ONJc "Ne���CF':
Na. 68705 *:
�0�:• S ATEO
A LJedRNiuthAP°`
P.E95e%Ofi
43 BAR CONT,
18" LONG 03 DOWELS w 24" O.C,
on ea, SIDE STAGGERED x
TRENCH WIDTH. DRILL 8 EPDXY
6" INTO EDGE OF EXIST. SLAB
MID -DEPTH.
n 4 •� a pn � •t+ d a- -- ti �c o d �
ro MIL, VAPOR BARRIER ON
COMPACTED 4 TREATED FILL.
14 99 = 1 9 099
NOTE: SLAB PATCH FOR MECHANICAL TRENCHES - MATCH
EXISTING THICKNESS BUT NOT LESS THAN 4"
FILE COPY