HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
MIAMI-DARE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA) RECEIVED
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
'(786)315-2590 F(786)315-2599
SEP 2 49019
ST. Lucie County, Permitting
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 -bade 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
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 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.B., 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 IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 Qr t,dPr�gor its
distributors and shall be available for inspection at the job site at the request of 8kf
This NOA revises NOA# 16-0629.06 and consists of this page 1 and e � ® afiell,a
approval document mentioned above. \®
The submitted documentation was reviewed by Jorge M. Plasencia64� �0�� ��Cj l6(yC
0.12
ruarto-oaoe eouNrr Expiration Date: Feb ary17, 2020
� l i'�r7 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.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 24113.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted underNOA No. 14-0123.10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
F71-5993, 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 NOA No. 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. I5-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5f1
Edition (2014) and FBC-6'h 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
07104/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5" 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. 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° comers - L.M.I. approved
on 08/04/16 and expiring on 02/17120.
P 4dJorge M. Plasencia, P.E.
uct 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 & 90a/135° CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLES. 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-A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, I M I COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL- MEET THE REQUIREMENTS OFTHE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER POD 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 NON$, ANSVAF&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 APPUCABLE.
9)TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, Fl-L-6017, FTL£022, FTL-8023,
FTL-6024, FTL-6025, FTLL028, FTL-6031, F11A033, FTL-6036 AND FTL-7554
I amm 1 ❑ -01dan (LM•d 1mm Ehmrlorm InbBe4 I
M9'=HFAi STRENOB1ENm
T=TEMPERED
'P VB• • .060' TROSffOI� P V B BY MUMMY ANTE W CA.INC.
5G'v,OMY' 9EMRYGLA3pBY RUMMYANERICA LNG
DESIGN PRESSURE MTNO I IMPACT MTNO
SEETABLES1,2630N WMFO.RLARGE&SMALL
6HEET96.TdB WSSIIEIMPAGTRE513TANGE
CpDESISTMDM SUSED:
•2017 FLORIDA SUBDING CODE (MG29 EURIOB
•2014FLORDABUMNGCODECRI 6DiN ON
•ASTME130009
•ANSVAFBPANDS2015FCRWOODOONSTRUCTION
."MINUM DESIGN MANUALMIS
•AISI S100-12
•AISC364t0
12-14
16.16
17
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1)WHERESUBSTRATECONDITIONSREQUIREANGHOMGEFROMMORET OMOFTI¢ HOROROWSABOVE,
C,1009ETHEANCHOR GROUP OFT LOWESTLETIER MRALLTAULES N THIS APPROVAL
2)A RMO-RHFADTft M-E KSI,MN E
3)FORSTEELSTUDS,MN-N=4EOB MN D •33K41.
4)MCHOSLOCHVPLUESMAYICIEW U6EDSOH TWMINNMOF3ATIDNS.
6)ANCHOR9 MUST BE OF SUFFICIENT LENGTH SOTNAT A MIN04UM OF31M2EAD3 E%IEND BEYOND METALSUBSTMTE.
ANCHOR NOTES -
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIANIN)ADE COUNTY, USE ONLY
MNMHDADE 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.
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN OPTIONAL
ITHICK. PI la u41n 1ne FlorlaR
PROPERLY SECURED. I WOOD BUCKS ARE OPTIONALK UNIT IS eui" log%
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-Re. 17.0420.12
DEPICTED AS 2X ARE 1d2" THICK OR GREATER IX AND 2X BUCKS Edpwfon Dm002/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER pY
LOADS TO THE STRUCTURE. BUCK DESIGN ANDWSTALLATION IS Mlam oPmaua cones
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
/111117/
NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT,
`��0 NY LYAIN
MAX 1/4- THICK &3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
OF SILL THAT IS NOT TIGHT TO
,......-,
•'UGENBp
SUPPORT THE ENTIRE LENGTH THE
��ol�:
Y
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, SON FELT PAPER OR MASTIC IS REQUIRED
;*;' No. SUDS
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
=
BY THE AUTHORITY HAVING JURISDICTION.
��D '� IAT)gJl�
1 - 22 1 POT0130
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 73 .
MAX. UNIT
HEIGHT /
PERTABLESI-3
vOUFr
MAX UNIT WIDTH
NONL PANEL WIDTH
PERTABLES 1-3
MAX UNIT WIDTH
NOM. PANEL WIDTH
PERTABLES iJ
t
MAX. UNIT
/ 9
/
HEIGHT
PER TABLES I3
/
NOM. PANEL WIDTH
PER TABLES 1-3
UNIT
MAX UNIT 1 t 19 t i� is HEIGHT
HEIGHT / 9 / 9 g PER
PERTABLES 1-3i Q � � TABLES 73
1/1
3-PANEL CONFIGURATIONS
t is
MAX UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
t9 tp t t
MAX UNIT t
HEIGHT
PERTABLES 1-3 /
1�
5-PANEL,
:3j�fpt�i/r"
CONFIGURATIONS NOTES: "
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
—
LOCATIONS USING DIE TAIL'JW,°JC,'KW OR'Ke INSTALLATION.
EXAMPLE: 4-PANEL 70= IN POCKET (p) CONFIGURATION CAN BE
p>000(p, p)XXX OR XXX%p. 0)00( IN POCKET CONFIGURATION
CAN BE OXXXp.
r—" �
2)SO°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
I
I
OF ANY 2 STRAIGHT CONFIGURATIONS.
tt �g00
3) FOR NOM. PANEL WIDTH, SEE TABLES 1J.
N
'X'=OPERABLE PANEL,
IX j
-0'- INOPERABLE PANEL.
B
°p•=POCKET DETAIL LETTER
W - WOOD OR METAL INSTALLATION
C -CONCRETE INSTALLATION
SHEET NUMBER
MAX UNITWIDTH
DLO WIDTH =NOM. PANEL WIDTH -T'
� DLO HEIGHT =DOOR UNIT HEIGHT - 10.125'
�Cjg7 PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866'
ZuS
vocxer
4-PANEL CONFIGURATIONS
PRODUyCTg REVISED
WWI,Cl tl wIW No FIe4E
NOA-Na.Ootl 17-0420.12
MAX UNIT WIDTH
EaplmUen Date 02117/202(
NOM. PANEL WIDTH
1
Dy
Mmm a moot n m
PER TABLES 1.3
t
t
MAX UNIT
HEIGHT
g
sss
PER
TABLES is
/ _
/
s�Er.
_°ltttt 1. 1t7(i,.
s4o-lro
2 a 22 I POT0120
t} r N0.56705
V
��.tt''.. Sf lE F�.
RE
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT, WIDTH=
355-7116' @ 96• HEIGHT
300-1/4- @ 120' HEIGHT
NOM. PANEL WIDTH +j
PER TABLES 1-3
+ a
MA7C �NlTgffHEIGHT,
96' O IjR 12W
J�
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM.PANELWIDTH a
PERTABLES 1-3 _
MAX UNIT al
HEIGHT I
PERTABLES 1�
I
NOM.PANELWIDTH
PERTA13LES+J
t�i1
m
�7
I¢L17
m
�g7
I4
m
�
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m
�Y�7
m
m
7-PANEL CONFIGURATIONS
MAX UNIT WIDTH
GHT N
`
PERMTA �LE81UNIT
I`
Poorer
( ..OP.WgLmgs
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE AL50 AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'Jw'.-Jd,'KW' OR 9Cc' INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p)OO(Xp, pX%)0( OR)OOO(p. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90. & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
'X'=OPERABLE PANEL,
'O-= INOPERABLE PANEL,
•P' = POCKET
f—DETAIL LETTER
-lW - WOOD OR METAL INSTALLATION
e'=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH-NOM. PANEL MOTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.126'
PANEL HEIGHT= DOOR UNIT. HEIGHT -1.SW
PRODUCT REVI5ED
ply g with fhe R-Ida
Building toE.
Ng .. 17.0420.12
* ; N0.58705 ;
3UR477ONS ? FS •'••"?onlo?; •�?�:
I. SGD-LAAIMPACT �NAL+ENG`'
A LYNNN¢LER PE
3 +22 0..,. PGTD130 C PEleervs
GLAZING DETAILS
(G3 G3A, G4, G4A, G5 & G5A)
7/16' NOM.
7/16" NOM.
1• NOM.
3/16" HS GLASS
3116- HS GLASS
3/16' HS GLASS
—
.090" PVB
.090' PV13
.090° SG
3/16- HS GLA
3/16' HS GLASS
T4 3118' HS GLASS
76 318-AIR SPACE
3/16' T GLASS
rR
�
83
5 pR
q
3I NOM.EXT
(181TE
&3/4"NOM.
GLASS /�
LASS 129-127
GLASS
E Y
BITE
EXTERIOR
7116" LAMINATED GLASS, TYPE G3
7116" LAMINATED GLASS TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9/16-NOM.
9/16- NOM.
1• NOM.
3/i6' HS GLASS
1/4°HS GLASS
1/4' HS GLASS
.090• V
PyB
3/16' HS GLAS
,Ogp•
HS
LS
5118'AIRSPACE
741/4-
REVISED
DmngUp
�P
i"TnUg
3
&GLASS
NOM.
9cmOtloip
NOA-Np. 17-0420.12
oR
4114-I4TGLASS
124127
epinuon Ote02/171202tl
0
pBITE
ITE
GLASS
BITE
fQt
MuBPuRaalCyC
i
9116"
LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES:
_= * . Na 56705 ` r
'ANN'=ANNEALED
'HS'= HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
-
�78 •. la.:/�
.Kra
T=TEMPERED
'PVB'=.090'TROSIFOL® PVB BY KURARAY AMERICA, INC.
f0]p7ECRNCLOCYpIOVE
°iv1"
'�'• siA�
'�6ss.!ioRlon..�G�?�:�
-SG'=.090' SENTRYGLAeBY KURARAYAMERICA. INC.
N.Y vEr.wm
GLAZING DETAILS
ram" tlLWC
JR ] C NOESTIUSSXEET.
p4N.9rN16Y4
cFRr.oF.vml.rgns
SERIES 770 ALUM. SGD-LM IMPACT
n�
CYMM10Nr
m
orwr mNr
Sapnp NTS 4 a 22 PGT0790 C
ALYIXNLu1FlLPE
P.ensmm
JR i
m' wwswla
GLAZING DETAILS (G6,G6A G7 G7A, G8 & GSA)
1- NOM. 7116" NOM. I- NOM.
3l16' HS GLASS 3/*GLASS
'S
3/16' ANN GLA55
.090' SG .090' 6G 3/3/16'HS GLASS3M'AIRSPACE 74 3/16ANN GLASS 74 3_ 743/16" TGLASS 3113/4'NOM.314'NOM. kX.H GLASS 3/G•LASS'GLASS a BITEBITEBITEEMMORa 7964y.
fib
1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE GS
aAA
3/.GHe GLASS I n iM!'ANN 00LA5G 74 616' RSPACSS 1'NOM. 74 RNA. Alp SPArc -.
1/4'1 GLASWil
vti inutaaR
PRODUCT REVISED
rim M. Pl.,ld.'939.IIEIn9 Cod.
3/4' NOM.NoA-No.
17-0420.12
1p�two3
GlA3S
12a12714
6pimuon Dnlo02/17/2020
,2a121
/ti
B�
y
La
a,
EMMOR
a 79
u
1" LAMINATED I.G. GLASS, TYPE G6A
9116" LAMINATED GLASS TYPE G7A
1" LAMINATED I.G. GLASS TYPE GBA
If fif777f
tllLllt
GLAZING NOTES:
ANM=ANNEALED-
-HS-= HEAT STRENGTHENED
SPACER DETALLS.
SOT•..
'T=TEMPERED
SEE SHEET 15 FOR
o 7V`
RVO°=.090°TROSIFOAPVBBYKURARAYAMERIGA, INC.
INC.
1pmlECipNtOOYORIyE
µ1,po�nyas
GLAZING DETAILS
..
' F ••......
�SS Gas`
'6N10
°SG'=.090°SENTRVGIASaBY KURARAYAMERICA,
ryt04ewcop
cmr. raurtx�m
SERIES 770ALUM. SGD-LM IMPACT
ffffllllll"`
JN
.69Y17
C
NOOwWGES 1IYSSYfftT.
mpnw nemr
a
°°�' 'O'a
®°°�
""0
ALYNN M911ii PE
w+
®
sco-7m
NTS
5 +Y2
PGT0130
C
PFasams
✓fi
iagm4
„ate
Design Pressure(DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2&3)
Fa comer esbagd andh . on w a 135'caner usta, see Meet 11
Maximum Die for all sizes:
+601.60 par
(May to Ilrnted by Table 1A)
Table appsas to Gass Types 3,
SA, S. M. T, 7A, 8 & 8A and
W SWe/AstMes chain
helm loar. .
Door Udi Height
Say
1.
e0'
e6'
631IB' DLO
Motor GroupAnchorGmup
]STIR' DLO
7&7/8' DLO
Arphor Group
BS7/6' DLO
Anchor Gmup
A
B 1
C
D
A
B
C
D
A
B
1 C
I D
A
B
C
0
Handles,
G1+1
Gat
G+1
+1
CC+I
+1
G+
+1
C1.
1
ONt
01.1
Ct+
04+1
+
Jamb
8
a
a
8
B
B
6
B
6
8
B
a
a
B
e
8
DUO
P44*
6+7
6+7
6+7
6+7
7+8
7+e
7+8
7a8
]+8
AB
7+8
]+8
7+8
7+3
7+8
7+8
HeaNSul
G+1
Gai
04+1
G+1
GH
G+i
G+1
9+1
G+1
G1+1
G+1
G+1
G+1
G+1
G+1
G+1
S
30'
Jamb
B
8
B
e
B
B
B
8
6
6
8
B
e
0
B
B
DLO
P-hook
6+7
8+7
8+7
B+7
7+8
7+8
7+6
T+B
7+B
T+B
775
]r8
NB
7+B
7+B
T+6
+5
Heausul
G+1
G+1
G1+1
G1a1
G+1
G+1
G+i
G+1
G+1
G+1
ON1
G+1
G+1
CIA
G+1
G+1
36'
Jamb
B
8
a
B
B
8
B
B
B
B
B
B
8
B
6
8
a
DLO
P-hodt
6+7
6+7
6+7
5+7
Ms
7+a
7+8
7+6
7a6
7+B
7+8
AB
7+B
7+8
7+8
T+e
Xead19111
G+1
G+f
Get
G+i
G+1
G+1
G+1
G+1
GN
Gat
G+1
G+1
Gal
G+f
Gat
Gal
42'
Jamb
8
8
8
6
B
B
B
B
e
e
8
a
6
e
6
8
s�
DLO
8+7
6+7
6.7
6+7
7+B
]+B
7+13
7+B
7+8
17ae
7+8
7+8
7+6
7+8
7+8
7+8
HeaxSit
Ol♦2
Gat
G+2
G+2
Gat
G+2
G+2
G+2
G+2
CM2
Gat
Gat
Gat
G+2
6a2
G+2
48'
IXO
JmM
8
B
a
B
8
a
a
6
B
B
B
B
10
B
8
8
P-Ixok
6+7
a+7
8+7
8+7
1 7+8
1 7+8
1 7+B
--
I T+B
7+8
T+e
T+B
7+B
Tab
7ae
7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET B.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 34W SILL.
2) WHEN USING THE 2-1/T 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 PRESSURES UNCHANGED). SEE
TABLE IA
3) 4', 3-1/4-AND 2-12- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1r,-SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITVE 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 DIAGRAML THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 1044 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMS ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TABLE IA:
Sill Height to Max. (+) DP
(Water bNBmtlon Ratug)
SIB RLaer Height
(a)Design
(Flat or Box, ape
Presswa Ixsf
Sheet l7)
Flush-l-1/T
sae note3
Law-2-1/2'
+9667
Metllum-31/4'
aB0.0
Hgh-4'
a80.0
SEE NOTES 1-3
OH LENGTH
OH RATIO a
OH RATIO a OH LENGTH
OH HEIGHT
DLO WIDTH=
NOM. PANEL WIDTH-7'
DLO HEIGHT=
PRODUCT REVISED
DOOR UP HEIGHT-i0.t25"
ptym9-Uh too Uorldo
Bu11E1nB code
10A .. 17-0420.72
PANEL HEIGHT=
DOOR UNIT HEIGHT -1.868'
expiration Date 02/17/2020
Interlock
P-hook
locksDle@Jamb
Straight Astragal
Assembly
Leobllile@
Straight Astragal
9PAstragal
Assembly
Locloue@
90-Astragal
135'Astragal
Assembly
Lorlatile@
13S'AMaga1
Standard Stiles
Standard Stile
Standarditile
I Standard Stile
Standard5tile
Heavy-duty SUle
Heald -duty SUle
Heavyduty Stile
Heavy-duty Stlfs
y—
Standard ASVagal
Outside Comer
Outside
Comer
Corner
Inside
C
Corner
,... I I—
'mil L.,)_
Part660(x2)
Part 960
Part860
Parta60(Stlla)
Part P6T(ArtIfe)
part460
parte118(Comer
rtmelm)
Part A319 (Out)
Part6120(In.)
pat; 0311&032
(Corn&Fed Mount)
pan 961
pear. aFAUM.RBraa
SM770 I NTS 1 6 - 22 1 PGT0730
1}; No."'0'
=V � IZ *_
A
S"ONALtiNG.:
ALYM+MLLIFLP.E
PEe M70
TABLE 2
Design Pressure (DP)end Anchor Quantities Required, (for approved
II ra0onson Sheets 283)
7daximum DPtOrallsizes:+60/410
shad
Farcomer oaeaBal e.Jmmye an an' or lu' curter mid, ¢ro Nevi f I
P
gJry Ov 8MIe4 by Tebte 7A)
Door the
Helghl
4, 4A
BIY
.
04'
86
102
t0a
S
12p
Table applies to Gloas Types
7,7A B80Aend Ve
]IB'
o
T&l6
L0
T9T
DLA
BS lB•0.A
a-8'
D
97-
10316
D.G
]!e"DLO
baZembr,al
6,6A
TipGBalmmbClWl.
11ar
GmYp
nG
rO1Wp
AnCMr
Gleup
McMr
up
rGmm
AK
Gbaw
AM bar
show
Mc mG2up
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
0
1
B
A
B
C
D
A
B
C
D
A
B
C
D
•
+
e
Gq
+1
•
+1
G.
1
+1
UH
•
U+
G+1
CN1
UN
ry
+1
G+1
U.1
GH
GN
UN
UH
C1.1
C4H
G.
GH
H
U+t
a bw
8
0
B
a
e
0
8
B
e
B
8
0
10
10
0
10
10
10
10
10
10
10
10
10
1D
10
10
za'
ow
Jamb
B
8
a
e
W)
7+0
1+8
>+8
].0
7+B
T.e
]+0
NB
1.8
7+8
T.B
WB
040
9
B+9
B+B
B.0
0+0
9+10
9+10
9+10
8+10
W10
9.10
W10
9.10
PMok
fbeal9N
6N
UN
0+]
C1.1
ll
U+t
G•1
NB
CN1
-
01+1
U+1
G.1
GN
G)r1
CIN
G+1
GN
UN
C4+1
CA.1
UN
N
UN
G+1
UH
Get
04+1
01+1
G.1
GM1
GM
Di+f
G•1
C4.1
U�
Jamb
8
B
8
8
0
e
0
8
0
B
B
e
8
8
B
B
10
10
0
10
10
10
f0
10
to
10
10
10
10
1D
10
3P
W7
W]
6+7
WT
7.0
7+8
7+9
T+B
7+8
7+8
7.8
A8
R0
7.8
7.B
]+-8
a•9
8.9
9
8+9
8+9
B+B
B+9
8+ID
Bry0
W10
9N0
9.10
W10
9.10
9+to
P4mvk
HaaNS91
G1.1
C4H
G•1
U•f
G+1
GH
G+1
U.1
G.1
UN
N+1
G+1
Gi+1
CA.1
UN
N.1
CN1
G+1
IGA
.1
G+1
G+1
G+1
UN
G.1
U+1
U.1
G+1
C4+1
NO
G+1
G+1
Jemb
0
B
8
8
8
B
B
0
8
0
8
8
e
e
0
e
10
10
0
10
10
10
10
t0
10
10
10
1D
10
t0
10
G
g
]6'
OW
6•]
B+T
BH
B+]
7+8
AB
]+B
7+8
]+B
]•B
]•B
i+ll
7.6
]+B
7+8
]+0
B+fl
B•9
+8
0+0
&a
8+8
8+B
9+9H0
W10
H10
9+10
BNO
W10
B•10
PMok
C4+1
Gel
G.1
04+1
G+1
GH
GH
G+1
DHI
U+1
GH
G.1
G+1
U.1
C4+1
G+1
OHt
C4+1
.1
U.1
G.1
UN
C4+1
UN
C1.1
T 1
"+1
CS•1
CWT
UH
G+1
Junb
8
0
0
8
8
8
B
8
0
8
B
0
e
8
e
0
iD
1D
0
10
10
10
10
10
W
10
10
12
10
10
10
42'
0.D
8+7
T7
70
>.0
1.0
1.8
7.5
7.8
7.8
7+8
].0
7.0
i.9
T+8
BHi
0.9
7D
WB
B+9
W9
8+9
W10
9+10
WID
W10
Wt0
0.10
W10
9+10
W7T
U+2
G+3
G+2
G+2
G+2
G.2
G+2
U+2
G+3
G+2
U+2
G+2
G+2
G+2
CN2
C1+2
G.2
U+2
+2
CS.2
Q.3
G.2
U+2
C5+2
CS+2
r4+3
LW2
C0.2
C6.2
C5.2
CW2
1-
HeaN581
B
e
0
0
e
B
B
a
8
9
10
B
B
6
10
t0
ID
0
10
10
to
10
12
10
10
10
12
t0
10
10
4B•
JNab
PJluok
a
BN
B
8+7
W]
W7
7.8
]+0
7.8
7+8
7+0
NB
7+B
7+8
7+8
7+0
7.0
7.8
8.0
8+0
u+9
0.9
B•9
a.8
..a
9+9
9-ID
9+10
WID
W10
9+10
9+f0
9+f0
W10
H¢aN501
C4.2
C4+2
G.2
C4+2
CA+2
G1.2
04.2
C 2
CN2
G+2
G.2
G+2
G+2
G.2
G•2
U+2
61'
OLrO
Jmnb
0
0
8
a
B
B
B
B
10
8
B
8
10
B
0
B
Not available in these sizes
PJlmk
0+]
WT
8+7
WT
i.e
1 7.8
7+8
7+8
7+8
7+9
7.8
7+3
7.8
T+0
7+8
7.8
INeNG91
U+2
G+2
U+2
GH2
CN2
G+2
U+2
CM2
U+2
CN2
G+2
C4.2
G+2
U+2
CN2
Gr2
BV
Jamb
e
B
B
e
B
B
B
8
N
8
8
8
f0
0
B
e
DLO
P4mvk
B+T
W]
6N
B+T
Tab
7+0
7.B
T+B
7•6
T+8
7.B
7+0
7+8
7.8
7+e
]+0
YVf( GNUN YLC Vry VJIrvV r,+w�c, oc��n�wu.
NOTES:
1) POSITIVE PRESSURES W TABLE 2 ARE BASED ON THE USE OF THE 3.1/4' SILL
2) WHEN USING THE 2-1/2' SILL POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3.119' 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 2A.
3) 4, 3-I/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12'
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
Sill Height to Max. (+) DP
(Wetsrhastrstlon Haling)
Sill Riser Helghl
(+) Design
(Flat. Box, Bee
press., Pat
Sheol 17)
Flush-141Z
see tmt.3
lma-2-1/2'
+4e67
MeaNm-3-1/4'
.SO.D
H5gh-4'
+610
NOM. PANEL WIDTH -7'
DLO HEIGHT=
OH LENGTH [__ DOOR UNIT HEIGHT - 10.125'
OH RATIO a F PRODUCT REVISED
Bu King OeOo�N No Florida
NOA-No, 17-0420.12
SEE NOTES 1-3 OH RATIO = OH LENGTH
OH HEIGHT
wl v noTen s
THE YULLUWIrv6 SIILe
Interlock
a7w lrvavnc
P-hook
nroo on.uc c�u
Lockstfle@Jamb
................•-..
SVaight A4regal
Assembly
.._�.,,.__.__.__._.-.-._-_
Lockstile@
5tmight Astragal
_
AssembN
9"costly
__._.__
90-Asle@
90'Astregal
]3SASVaga1
Assembly
lncks6lo@
136'A1Vagal
Heavy-duty Stlles
Heavy-duty Stile
Heavy-duty Stile
HeaWduty Stile
Standard Astragal
Heavy-duty Stile
Heavy-dutyStile
Outsltle Caa
Inside Colo
Heavy-duty Stile
Outside
Come
Inside �
Comer
Heavy-dulySOle
inside
Corner
Outside
Corner
Heavy-duty5tlle
�Y-�
z3
Part 461(2)
part 061
part 961
Part N61 (501e)
Part 067(Astm221)
Part461
Part861(S6ie)
Part er�mer
Recelv
part N319 (Ou4)
part U120(In-)
Part061 (SHIe)
(Cam BFxd MBount)
Part061
CCITT. CFA❑ svea`
Sr m I NTS 17 • 22
No. 5a705
-0`. a.tIS 37l
�'16"ONAILIII Ie,:,,
A LyfAli{ILLEq, P.C.
TABLE T
Design Pressure (DIP) and Anchor Quan0ties Required, (for all approved confIguragdns on Sheets 2&3)
Maximum DP shown below
For corner astragal anchuage an 90' m135-Comer -nip, Sea sheet 11
(May be Umfoct by Table 3A)
Dom UNl H
Table to Glass Typal 4, 4A,
BP
84'
80' 96'
10Y
tOB°
cures
6, 6A, T 7A, B 6 B4 end the
69• a D
TS IB' DLO
]9-7M D D 6371W DLO
9 are°
DLO
97-71W DLO
stuaimtmgal Types shorn baber.
AnchorGmup
Amber Group
Anchor Gr ArPlmr Glo
Anchor
Group
Anchor Group
p B A 0 A B C D
B C D e B C D
A 9
C D
A I e 1 G 1 0
1r
�s nPresama
HaWsm
+/-9p,0
C4a1 C4a1 C4N Gil CAN CA+1 C4+1 C4+1
f
C4+1 CA+1 GIN Coat C4a1 G+1 C9a1 Gait
C4N GH1
.6 sf
Git CAN
+-1760 5
CAN C4N CA+1 L4+1
24'
DLO
Jamb
B 0 8 8 B e B B
B B B 8 8 e 8- 8
t0 1 10
1 10 1 10
10 1 10 1 10 1 10
P4nck
6+7 6+7 6+] 6f7 T+B 748 1 74B 1 7+8 1
7+B 1 7+8 ]+B ]+8 7+0 ]+8 7+8 T+8
8+9 8+9
8+9 Bag
Bt9 8+9 8+9 8+9
Oaalyn Pressure
+A90.0
f
+7412.6
Par
+l-T6.arid
9°
HeedrBW
C4+1 C4I IC4+1 CA+1 CON C4+1 CA+i
CA+1 G1+7 04+1 C4+1 C4+1 OH1 C611 G+1
GH1 C4+1
C4+1 GIN
CAN CA+I C01 C4N
�°
DLO
Jamb
8 0 8 0 6 8 B B
10 B B B 10 a '8 B
10 10
10 10
10 t0 10 io
a
P-taok
89 6+7 6t7 6+7 NB 7+B 7a8 9+8
7a8 7+0 lie '"11+0 7+8 f"]+8
Bag 8+9
8+9 8+9
8+9 8+9 8+9 B+9
M.Ign Pressure
+ a
opar.
+/-926
f
+MS0
I
+ka Sm
C4+I Cot C4+1 C4ai G+1 CAN
C4+1 GHi
C0+1 G4+1 D1+1 C4+t C6i1 C6+i GH1 CA+1
I
C5+1 C5r1
C4+1 GIN
C6N C6+1
C4+1 CA+1
DLO
- Jamb
10 1 B I B 8 1 10 6
B 1 B
10 1 e 6 e 112 iD e B
t2 10
t0 10
10 10
10 10
S
Puck
6+76+76+7 1 6+7 7+e ]+e
1 1
in, ,+8
ii
1 7+0 7+5 1 7+8 1 7+81 6a9 I 8+9 I e+ii 16+9.
1
8+9 0+9
8+9 0+9
0+9 8+9
6+9 0+9
Destgn Pressure
+/-90.O
paf
+1�7,
C5+2
ps1
C5+2 C6+2
+1-76.0psf
Cfi+2 C6+2
C5+2 C5+2
36'
HeatlmW
CM2 C4+2 C4+2 G1+2 C4+2 C4+2
D4a2 CA+2
C5+2 C5+2 C5+2 C8 C9+2 C5+2 C5+2 C6+2
C6+2
DUO
Jmnb
10 B 8 8 10 B
B e
12 10 e 6 f2 10 8 8
12 10
10 10
12 10
10 10
P-Mok
7+8 7+0 ]+a 7+6 7+8 J+0
]+8 7+9
8+9 B+9 8+9 B+9 B+9 Ha9 Bag 0+9
849 8+9
8+9 8+9
a+9 I MI
8+91 8+9
[47
1Msgn Pressure
N60.Opsf
sea
NatcA
a:
+1-
5 f
+A76A
Psf
41'
Headl80
C6+2
05+2
04+2 CA+2
C5+2
CN2
C5+2
G5+2
C5+2 C5+3
C5+2
C5+2
C6+2
C6+2
2
CN2
C6+2
C6+2
CW2
C5+2
C6+2
W+2
05+1
C5+2
OW
Jmnb
t0
B
B e
12
10
e
8
12 ID
8
8
14
12
8
8
14
12
10
10
14
ID
10
iD
P-Mok
A0
]1B
7+e 7+8
8+9
8+9
0+9
8+9
Bag B+9
9+9
0+9
9+10
9N0
1
9N0
9a10
9+10
9+10
8N0
9+10
8+10
9+10
9+10
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-V2' SILL, POSITIVE WATER OP IS 40.67 PSF MAX WHEN USING THE 3-1M' SILL, POSITIVE WATER
OP IS SOB PSF MAX WHEN USING THE 4-SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
3) 4-.3-1W AND 2-1& SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-11T SILL IS NOT AND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAME ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTAIJ-ED.
EXAMPLE ON SHEET B
DLO WIDTH=
NOM. PANEL MOTH - 7'
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=
DOOR UNIT HEIGHT - 1.866'
+o E 10 vn. aie P.m v nF AirF
THEFOLLGWINGbiLLh&f
JW Lmrea
Straight Astragal
LOclmdle@
9W Astragal
Lockstile@
Ms. ASUagal
Lod'stile @
Interlock
P-hook
Lotksule@Jamb
Asomblµ
Straight Astragal
I Assembly
90'Astmgal
Assembly
135'Attragal
Heald -dory Stiles
Heavy-0uby5dle
Heavy-dury5[ile
T-ydury Sgie
Hear -duty SNe
HeaWdury5tile
Heavy-0ury 601e
HeaW4ury Stile
HeaWAury Stge
HeaWdury Amagal
.
Outside Comer
Outside
nside
Come
,
qCM
Comer
Irsid.
Comer
Outside
-1 Inside Comer 1
Corner
Part 061 (x2)
Part#61
Part #61
Part 861 (Stile)
Part p68 (Astragal)
part #61'
Part#118((camer
Part #11BIOut)
Part #12D (Inb
pads pal(&p32
Part#61
RemNer)
(Cam.&Fad Mount)
t£nT.GFAUmT+aFia
s9o-no I AITS1 8 +22 1 PGTDI30
e=i c oe
Sig Height to Max. (+) DP
(Water Nftraum Rating)
Slg Riser Halgnt
(+)�slgn
(Flesee
Pressure, Pat
Sheet I
Sheet 7)
Flesh -14/2'
see lmle3
Lori-2-1/'P
-46.67
Medium-3-IW
+60.0
High -4'
+00.0
SEE NOTE$ l3
OHLENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
PRODUryNC.T REVISED
a,, co n9 L tlowith the Florida
8.NonwN 17-0420.12
1k ? No. 66705
NOFRAME °8+10'P-HOOK ANCHORAGE CONSISTS OF:
SEE TV CLUSTER
SEE
JAMS (9) P-HOOK ANCHORS,
EET 10
SEE'C5'CLUSTER MAX UNIT WIDTH SEE'C5'CLUSTER DETAILS,
SPLICE
�, REQUIRED ® (PERPENDICULAR TO GLASS
ORAILS'SHAIL
DETAILS, SHEET IO FOR FOR AGTRAGAL
REOUIRES'C6' SHEET 10 FOR INTERLOCK
NOTE,
THE
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
POCKETS AND
24' MAX O.C.
INTERLOCK CLUSTER,SEE
�� ° 48' NOM.
DETAILS, SHEET II
SHEET
SEE POCKET (10)P-HOOK ------- _
x ��•ANEL WO]TH xxzx x
xx
JAMB MOUNTING I
INSTALLATION, ADAPTER
.V TV z xx xx
�°�( x " xz xz x x
THIS SHEET ANCHORS MIDWAY
&SHEET14 BETWEENP-HOOK
W 4PAIRS OF
- ANCHORS &AT 3' 1
x
x=FRAME ANCHORS
1 FROM TOP& i 14•hu%0.C.
'- BOTTOM
01 ANCHORS 96, (TOTAL8
o UNR 21-MNC ANCHORS)
1 ion
�ol O.C.
4.057°
Iy
' MAX. TO OPENING 10g I®i
II HEIGHT PERJAMB
0o=P-HOOK
EDGE OF POCKET SEE IR1, I o
��'
I -I O ANCHORS x (SEE JAMB
t4•MAX o.a DETAIL
INSTALLATION ie�
DETAILS'J0'&Kd, i�Ii
Z
�ol--f AO=P.HOOK BELOW)
END PANEL SHEET 14 & PART ®I
w
° MOUNTING x
IGI
24'MAX
ANCHORAGE DETAILS'J'&'K', i j I
(2 ANCHORS) SHEET IB FOR
WIJA%. ADAPTER
'ANCHORS x
O.C.
P-HOOK
ANCHORS
_ , END PANEL
xx x "`6MAJL
ANCHORAGE
ANEND PANEL
CHOFAGE
z, xxx z x xxx xx xzx 4r ETCH BROM
�•+Y ,�'°2' ,�•+2•
(SEE SKETCH BELOW)
ANCHORAGE
CENTERLINE 8'MNL, TYP..
ANCHORAGE
ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL
204'
24° MAX
EXAMPLE' 6-PANEL 2 TRACK 90° OUTSIDE
CORNER-00CMO -EXT MOUNT POCKET ANCHORAGE PLAN:
O.C.
4Wx96°NOM.PANELS, ANCHOR GROUP C IN
CONCRETE SUBSTRATE (SEE TABLE 3. SHEET B) 6. SPLICE NOTE:
EXAMPLE NOTE
ANCHORAGE NOTES:
ANCHORS
ANCHORS MAY BEAODED
1 1) APPROVED ANCHORS: SEE TABLE A SHEET 1
I 2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES I3 SHEETS 6S:
4S
I CENTERLINE OF
NON.
•
INTERLOCK HEAD & SILL: 8' MAX FROM FRAME CORNERS.
PANEL
SEE °C5• CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
WIDTH
pETAILS, SHEET IO TABLES, SHEETS B-B AT EACH INTERLOCK AND
SHEETRLOCK
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FORAM, PLUS SPECIFIED QUANTITY OFADDMONAL
•+2ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
a x
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
aV.
EXTERIOR
AS NEEDED TO ALIGN THE
TOR HEAD OR SILL IF A SPLICE
21'
CIJ OCCURS AT THE P-HOOK
MAX
PRODUCT REVISED
O.C.
as complying wi16 Ma Florida
Building Coda
104-No. 17-0420.12
5.64•
B ,I.Oox Oat 2/17/2020
6• MAX
B
Mia Da road dntro
TERLINE - JAMBS & P-HOOKS: W MAX FROM BOTTOM 21- MAX, ANCHOR PAIR O.C. (JAMBS), 14- MAX. ANCHOR
�ANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES. SHEETS ". SEE T2-Tw`CK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
--2"ANCHORAGE ANCHOR PAIR
REQUIRES SEE'G5' CLUSTER END PANEL
•CW CLUSTER, SEE CENTERLINE CENTERLINE
DETAILS, SHEET 10 ANCHORAG
DETAILS, SHEET 11 rOFINTERLOCK FORASTRAGAL-\ I—OFASTRAGAL (2 ANCHORS) e'
T..—
°ner• , I — i ,f A5° 1 I I.{ I MAXI
CENTERLINE
OFPANEL3
T 11 FOR OTH
GEJ L,�CENTERL/NE
.+2.ANCHORAGEJ CENTE
I OFPANEL 4
OF PAI
;ANCHORS
and TEa .myoi
w
NVEM[EF1%
ANCHORAGE SPACING
RTG+m 1sw
cmr. DVAum.unee
SERIES 770 ALUM. SGD
sco-Tro
NTS
a +12
GNY LYNN
* No, Sam
ASTRAGAL OR..SPLICELOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR�7 SPLICE LOCATION
INTERLOCK{IF NEEDED INTERLOCK—, CONDITION, USE INTERLOCK- I�IF NEEDED
CENTERLINE I CENTERLINE 'C6' CLUSTER DETAIL) CENTERLINE I
1.75'
AW2.04-
.5. 7- 7•
3.6'
1.75' ' DI G.
2.04' 2.04•
3.5' 4 DIAG. EZTearoa r 3.5' EXTTE lnwa 7= � 7"
v 2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL
CaJ ASTRAGAL OR INTERLOCK (al ASTRAGAL OR INTERLOCK (� ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE S CLUSTER
ANCHORS ARE REQUIRED, "C4') ANCHORS ARE REQUIRED,'C51 ANCHORS ARE REQUIRED.'CB`)
ASTRAGAL OR SPUCELOCATION ASTRAGAL OR (FORSPUCE _
INTERLOCK--jIF NEEDED INTERLOCK CONDITION, USE
CENTERLINE I CENTERLINE 'C6'CLUS MR DETAIL)
3.6` 3.5'
2.04'
4 08'
EX =R r IXTErtrtwaa 7, 4'DIAG. er
v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL
(5)ASTRAGAL OR MTERLOCK 0 ASTRAGAL OR INTERLOCK,
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C4) ANCHORS ARE REQUIRED,'C5)
ASTRAGALOR I..�SPLICE LOCATION
INTERL -- iF NEEDED
CENTERLINE I
4-TRACK FRAME HEAD/SILL
(USE (a}WHERE
Oft INTERLOCK
(USE WRE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
A'9=RALOLOCK�-Ift II (FORSPLICE
INTERCONDITION, USE
CENTERLINE i 'C6' CLUSTER DETAIL)
4'
EXTEW LR
lu
4-TRACK FRAME HEAD/SILL
(51 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5')
(9l1148 000
C ..OFnVINldI99
2.04'
21'
MAX
O.C.
W MAX.
ASTRAGALOR SPLICE LOCATION
INTERLOCK-`i'IF NEEDED
CENTERLINE 1-- 3.5
2.04•
r
21'
D AG.
MAX
D.C.
2.OW
r
TA1 fOR 3.5'
rL 3.5'
6'MAX
2.04'
21-
MAX.
O.C.
2-TRACK
FRAMEJAMB 6-MAX
ANCHORPAIR
4-TRACK
E-JA
6' OIAG. FRAME JAMBI MDR
.
ANCHOR PAIR
ANCHORS MAYBE INSTALLED
EITHER IN THE EXT. OR TNT.
TRACK (INT. SHOWN)
5,64'
(USEWHERESCLUSTER
I 3-TRACK FRAME JAMB
ANCHORS ARE REQUIRED.'051
ANCHOR PAIR
(FOR SPLICE
FORSPLICED
ASTRAGAL OR � CONDITION, DO NOT
CONDITIONS ONLY:
INTERLOCK USETHISDETAIL)
SPUCELOCATION
CENTERLINEII
--�i 3.5' F --
IFNEEDED
� -1 3.5-
4'
MjEjRIOa
v
)-�— 7` —4 '-4 3.5' I---- - .
4-TRACK FRAME HEADISILL
® ASTRAGAL OR INTERLOCK
(USE WHERE S CLUSTER ANCHORS ARE REQUIRED.'C6')
WITH & WITHOUT SPLICE CONDITION
scwnp I NTS 1 10 < 22 1 PGTV130
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCA71ONSIANCHORAGE AT
P-HOOK SEE SHEET 9.
PRODUCT REVISED
complying with the Florida
Bug4ing QeEe
NOA-No. 17-0420.12
* - No. 58705
2.6a• z.04• INIER,Oq z.Da• INrERIOR 2.04• -.1- ANCHOR
11tR0 jF
r
4• DIAG.. 8.94-
6.12" 3.5' 3.5•
IN 10 ll i TOR90 3.1ENTERLINE
4• DIAG. 4' DIAG. OFPANEL
3.5• 4•. 3.6' ° +2•2.04' E 11 2.04' 2.04° ExlER1oR 4' 2.aa• 7' 4•
zrE IFA' 8.9a'
2.64• 4- DIAG.
90° CORNER 90° CORNER 135' CORNER 135° CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3.1 I
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I CENTERLINE
ANCHORS ARE REQUIRED,') ANCHORS ARE REQUIRED,"CT) ANCHORS ARE REQUIRED, 'C� ANCHORS ARE REQUIRED,'CB') OF PANEL
4.08'
INTERIM
E%TF3UCR
4.06• '+1'ANCHOR '+3'ANCHOR
IIRENOR 4• 3.$• M RIOR 7.41'
90, r 135' ME E 2.04• 4'DIAG.
8 3.5•
3.5'
4.08' .37 0 G. 4.08' 5.37' G. 7• r CENTERLINE
CENTERLINE 1' OFPANEL
2 TRACK FRAME HEAD/SILL
3.5° 4'
EX
3.5• 4'
E RIOR_ 7• 4' IN1F.RwR
OFPANEL
ON '+2'ANCHOR
-
INTERMEDIATE
ANCHOR LAYOUT
7' ExrzRwR ALL
80°CORNER
135•CORNER TI
VIEWS
3-TRACK FRAME HEAD/SILL
3-TRACKFRAMEHEADISILL V
C• T ANCHOR CLUSTER REQUIRED
(•CB•ANCHOR CLUSTER REQUIRED
PRODUCT REVISED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4-DIAG.
Plyyingg with tho Flotlea
Cctle17-0420.12
INTEWOR 8.12'
204'
NOS
2.04'•3.5•
I
F plraOanDmo02/17/2020
4. EMERID�fRAOFPANELMD2loq
I _ CENTERLINE
gp 36.•+3•ANCHOR
a•
rrfm
*RIO
6.12' G.
6.4.08'wa2.04'
.4°
r
4' OI3.5'
LVNN2.Od•
CENTERLINE
�OFPANELt10ENSF''•��(�
•` ONY
'
90• CORNER
13$• CORNER
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEAD/SILL
4-TRACK
HOR LA
No. 56705
('C8• ANCHOR CLUSTER REQUIRED
C8' ANCHOR CLUSTER REQUIRED
C_
INTERMEDIATE N OUT
:14=
ATALL 4-TRACK CORNERS)
AT ALL 4-TRACK CORNERS)
SIMILRLAYOUT
(3-TRACK SIMILAR)NOTES:
=vi�
I,J ¢�
%AOT �OFI��^ 14�`
T. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. tmarzaaoeocvmrvF aew•
2 DETAILS OEPICTANCHOR QUANTITY AND SPACING, AND WOULD BE HVDdtty7CSHls ANCHORAGE EXAMPLE CLUSTERS
'• y`r,{
'. lCs''•OgIOP.:'�C���
IDENTICAL FOR EKTERIOR OR INTERIOR CORNER CONFIGURATIONS. �f/�o1B0a
aF
C NOCHANOESIHISSNEET.
crnr. oFauret,¢mee
SERIES770ALUMSGD-LA IMPACT
°'^��•'
11`
JR 049Y17
pemn
® -
ss0-Tm NTS 1 11 +22 PGTO130
C
A.L RE
P."Mm
JR idfdf4
.uwan+�„m"`
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TAB ,I SHEETI
EXTERIOR 2-1/16' 1/4'
a -
fSHIM
SHEET IWOOD ANCHOR TYP.,
2XW000 SEE ANCHOR NOTES
NOTE 3,. SHEET t ANCHOR T&TABLE A, SHEET
NOTE
®2-TRACK FRAME HEAD
w WOOD INSTALLATION
WOOD ANCHOR TYP., 2XW000
SEEANCHORNOTES TYP„SEE ANCHO
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEE ANCHOR
NOTE B, SHEET
1 (1,4- MAX) T} 1
EEKI(EP�LOR 1
2-111G,
EDGE DISTANCE:
SEE TABLE A, SHEET i
EMBEDMENT: SEE TABLE A. SHEET 1
®2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET 1
2X WOOD
TYP., SEE ANCHOR —
NOTE3,SHEETI r
SEE ANCHOR NOTES-�
& TABLE A, SHEET 1
EXTERIOR
1/4- MAX SHIM
EMBEDMEM: SEE TABLE A, SHEET
EDGE DISTANCE
SEE TABLE A. SHEET 1
2-1A6'- 1(4'
rMAX.
Ex1EPoof 1 SHIM
ar T
EMBEDMENT: SEE TABLE A. SHEET 1
EDGE DISTANCE:
SEETABLE A. SHEET I
2-1(i6"
/—MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
114" 1. ALL DIMENSIONS
MAX SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PERTABLE A
TYP. SEEANCHOR LWOODANCHORTYP., MEfALTYP.. /SMSANCHORTYP., SHEET I.
SEEANCHORNOTES SEEANCHOR SEE ANCHOR NOTES
NOTE 3. SHEET &TABLEA,SHEETI NOTE 4, SHEETI &TABLE A. SHEET
IS
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD ' DIAGONAL O.C. L
® WOOD INSTALLATION (e METAL INSTALLATION OR
SILL)
OR 8' (JAMB) SEE
WOOD ANCHORTYP., I 2XWOOD SMSANCHORTYP., METALTYP., DETAILS, SHEETS I0&11.
R SEE ANCHOR NOTES TYP., SEE ANCHOR SEEANCHOR NOTES SEEANCHOR
SEE &TAA2 A, SHEETI NOTE 3, SHEET SEE &TABLE A. SHEETI NOTE 4, SHEET
ANCHOR ANCHOR MIN. OF3THREADS BEYOND
NOTE S. NOTE S. THE METAL SUBSTRATE
SHEETI ` SHEETI
(1/4-MAX) _ <...n 1 (1(4'MAX) -ram
EX 2I
2-1
EDGE DISTANCE
SEE TABLE A. SHEET I
EMBEDMENT: SEE TABLE A, SHEET,
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SH
EDGE DISTANCE: 2X WOOD
SEETABLEA, TYP SEE ANCHOR
SHEET NOTE 3, SHEET
2-0/
2-TRACKFRAMEJAMB
(#v WOOD INSTALLATION
EET 1 �I
2•iHb"
WOOD ANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A SHEET I
EMEPIOR
A 1/4-MAXSHIM— 41-w
EDGE DISTANCE:
SEETABLEA,
SHEET 1
CE ..OFAVIR/IDlD9
2-1/16--
TABLE A, SHEET t
EDGE DISTANCE
SEE TABLE A. SHEET I
FTRACK FRAME SILL
rW METAL INSTALLATION
EMBEDMENT: SEE pROOUCT REVISED
TABLE A, SHEET 7 as comp mg wIg, 16o Fio.l4a
METALTYP.,
SEEANCHOR
NOTE 4, SHEET I
SMSANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET,
FJRERIOR e
lu
1/4' MAX SHIM
22
—� gullJing te0e
xoA-No. 17-0420.12
EDGE DISTANCE: lxPi.mton Dato 02H7Y1020
SESHEET 1 A,
SHEET 1 By
MIN.OF3
THREADS
BEYOND THE
METAL
SUBSTRATE
No. 50)0S
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A. SHEET I
EMBEDMENT: SEE TABLE A SHEET I
NOTES:
EDGE DISTANCE:
EDGE DISTANCE:
1. AL DIMENSIONS
CONCRETE EDGE DISTANCE: SEE
CONCRETE
SEE TABLE A SHEET I CONCRETE
SEE TABLE A, SHEET I
SHOWN ARE BASED
PER TABLE
TABLEA SHETI
2-1H6•• PORTABLE
2-1M6" PER TABLE
2-1l18'•
ON MIN. ALLOWED.
A SHEET 1
A, SHEETI
A, SHEET 1
.. 114•
' DIAGONAL O.C. IS
Y.1
,-
MA)LMIN
4• (HEAD 8 SILL)
I�
0R6 (JAMB)SEE
SHOTS
EMBEDMENT:
T 1!4' pX}EftIOq
MAX Bx*E0.10g1
DETAILS,
10 & 11.
SEE TABLE A.
(�
(�
SHETI
SHIM `r
SHIM
PROPERLY SECUEDIX CONCRETE ANCHOR TP., PROPERLY SECURED IX CONCRETE ANCHOR NP.,
PROPERLY SECUEDIX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEEANCHORNOTES'&
WOOD BUCK TYR, SEE SEEANCHORNOTES&
ANCHOR N0TE 3, SHEET 1 TABLEA,SHEETI ANCHOR NOTE 3, SHEET I TABLEA.SHET1
ANCHOR NOTE 3, SHEET 1 TABLEASHETi
NCENS
NCEI�
INSTALLATION
® CONCRETE INSTALLATION CONCRETE INSTALLATION
CONCRETE
CONCRETE ANCHOR TYP..
PROPERLY SECURED IX CONCRETE ANCHOR TYP,
PROPERLY SEGUED IX CONCRETE ANCHORTYP.,
PROPERLY SEGUED IX
SEEANCHORNOTES&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
WOOD BUCK TYR, SEE SEEANCHORNOTES&
WOOD BUCKTYP., SEE
TABLEA SHET 1
ANCHOR NOTE 3, SHEET 1 TABLE A SHEET I
ANCHOR NOTE 3, SHEET 1 TABLEA, SHET 1
ANCHOR NOTE 3, SHEET 1
SEEANCHOR
SEEANCHOR
SEEANCHOR
NOTE 5, SHEET
NOTE 5,
SiET 1
NOTE 5,
SHEET 1
1 (114- MAX)
1 (1/4•MAXi
1 (lie MAX.)
1
'{•'�,.�i.
�.
EXiEN00. T
E%IEWOR
M1 .".{." .L:'
E-3'j€RR OR (
�2-1/16'''
CONCRETE
�Y 2-1/18'•
2-1/15'•
PER TABLE
EDGE DISONCRETE
TANCE:
C EDGE DISTANCE
CONCRETE EDGE DISTANCE:
A. SHEET
SEE TABLE A. SHET I
PERTABLE SEE TABLE A, SHEET?
PER TABLE SEE TABLE A. SHEET
A, SHEET -
EMBEDMENT. SEE TABLEA
SHEET I
A.SHEETI EMBEDMENT: SEE TABLEA
SHEET EMBEDMENT: SEE TABLE A
SHEET
NNCINSILLSL
INE BILL CRTALLATON®CN
ATION CONCRETE INSTA-XTION
EMBEDMENT: SEE _y
PRODUCT REVISED
TABLE A SHEET 1
Pmpl In wIN the FIo40a
EMBEDMENT: SEE
TABLE A. SHEET 1
.'-
EDGE DISTANCE
PROPERLYSECURED
EMBEDMENT: SEE —~
CONCJCMUANCHOR
_
SEE TABLE A.
IX WOOD BUCK TYP.,_
TABLEASHETI
TYP.,SEEANCHOR
- SHET1
SEE ANCHOR NOTE 3,
:•
EDGE DISTANCE:
NOTES & TABLE A
SHEET
PROPERLY SECURED s'
SEE TABLE A
SHEET 1
2-1116'
1X WOOD BUCK TYP.,
SHEET
CONC./CMU ANCHOR
SEE ANCHOR NOTE 3,
SHEET 1 ,,.
TYP.. SEE ANCHOR
2-1liB'•
PROPERLY SECURED
NOTES&TABLEA
CONGJCMUANCHOR
1XWOODBUCKTYP.,
SHEETI
TYP., SEE ANCHOR
SEEANCHOR NOTE 3;
CONCRETE
NOTES&TABLEA,
CONCRETE
SHEETI
OR CMU
RIDR
EXTERIOR SHETI �-
ORCMU
PERTAELE
n
V
�1
V 1/4• MAX. SHIM
PERTABLE((��
V 1!4' MAX SHIM
A SHEETI
A, SHEET 1
i!4' MAX SHIM
TALLATION
®C
N
eNCRCO
EMCMU
C IN
NC%CUS
MIAK
C ..OFAVIX/1PT98
saOno I ARS I 13 • 22
BuildlnV Oada
NOA-Na 17-0420.12
EDGE DISTANCE: EaplmVPn Da1o02l172020
SEE TABLE A.
SHEET ey
2.1116"
CONCRETE `11111111
OR CMU
PER TABLE `�• �O ,,.....,
A, SHET1
�. No. 58705 '
PG70130 C I P.E956I05
B
INSTALLATION DETAILS
EMBEDMENT: SEE
WOODFRAMING— TABLEA,SHEETI
EMBEDMENT:
SEETABLEA.'
SHEET 1
FRAMEJAMB
REOUIREDATALL
INSIDE POCKETS
TO PREVENT
P-HOOK MOUNTING ADAPTER WATER
WOODANCHORTYP., INFILTRATION
SEE ANCHOR NOTES
& TABLE A SHEET 1
(ALSO SEE TYP.
1I ILLUSTRATION, SHEET 9)
3E DISTANCE: SEE
J TABLE A, SHEETI EMBEDMENT:
26 SEETABLEA.
Jj IXIETIRIOR . `SHEETI
PHOOK WOOD ANCHORTYP.. V P-HOOK /
SEE ANCHOR NOTES CONCRETE OR
& TABLE A. SHEET I CMU PER TABLE
(ALSO SEE TYP. 2.693' MIN. A, SHEET I
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS 916 #20 #22 OR924.
WOOD INSTALLATION EXTERIOR MOUNT SHOWN
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FORWATERRAMNGS) INTERIOR CONDITION
METALTYP..
SEEANCHOR
P-HOOK MOUNTING
CONCRETE OR
NOTE 4, SHEET 1;
EMBEDMENT: 6EE
TABLE A. SHEET
ADAPTER SMS
CMU PER TABLE,
MIN.OF3THREADS
ANCHORTYP., SEE
A. SHEET I
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
&TABLE A, SHEETI
EMBEDMENT:
(ALSO SEE TYP.
ILLUSTRATION,
SEETABLE A'
EMBEDMENT:
SHEETS)
SHEET 1
SEETABLEA,
O DISTANCE: SEE
SHEET 1
TABLE A. SHEET I
EDGE
DISTANCE
:.
CONCJCMU
ANCHOR TYP., SEE
26
ANCHOR NOTES &
TABLE A, SHEET 1
1-114- MIN. EDGE DISTANCE
•"�f: �' I?"M1:':::; } i •)�"'
P-HOOK MOUNTING
•�':� '„-I
ADAPT ER CONCJCMU
�"il•,i•^. :',>����
ANCHORTYP.,SEE
ANCHOR NOTES STABLE
EMBEDMENT: SEE
A, SHEET
TABLE A, SHEET
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
FOR USE WITH ANY SILL RISER
J®P-HOOK
c PARTS #IB 420 #2208#24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES IA 2A 83A
MAVALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIORCONDTIION
EMBEDMENT: SEE
TABLE A, SHEET 1
& TA13LE
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED.
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A SHEET I FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TAKES 1-3.
SHEETS 68 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
ILLUSTRATION,SHEET9 PRODUCT REVISED
as comp wtq NV Floritlo
fimlaur9.p�
Non -No. 17-0420.12
EaptmOon Pa 2/17/2020
1-1/4' MIN. EDGE DISTANCE
P-HOOK SMS ANCHOR TYP..
SEE ANCHOR NOTES J
P-HOOK CONCJCMU / EXIEgroR
ANCHORTYP., SEED f1
&TABLE A, SHEET 1
ANCHOR NOTES & TABLE V
IT;ILLUSTRATION,
(ALSO SEE TYP. 2.883' MIN.
A SHEET 1 2.693' MIN.
SHEET 9) EDGE DISTANCE
(ALSOSEETYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
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No OR
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(SEETABLES IA 2A&3A MOUNT
may/; No. 66726
FOR WATER RATINGS) ONLY
FORWATERRATINGS) ONLY
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WIDTH
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NOTES:
E%TERDR
TDUAL
1) SEE SHEET 17 FOR INDMDUAL
PANEL CONFIGURATIONS AS
-
90"
APPLICABLE. SEE DPIANCHOR
PANEL
PANEL
PANEL
CORNER DETAIL'NY,
TABLES, SHEETS 6-8 FOR MAX
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TYPE
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TYPE
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SHEETS 18 819 FOR SECTION
MAX. UNIT
DETAILS AND SHEETS 12-14 FOR
DETAILS.
MAX
;
PANEL
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MAX HEIGHT
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INTERLOCKDETAIL
AI', SHEET 19
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HEIGHT
SEE
PER
HEIGHT TABLES
E%TENOR INTERipq
EACH LOCKSTILE,
JAMB
NOTE2
TABLES IJ
73
KEEPER (ITEM 103) AT FRAME
ORASTRAOAL.
3) PLEASE SEE APPLICABLE
JAMB DETAIL'G3', SHEET
19; INSTALLATION DETAILS
ASTRAGAL B INTERLOCK
X
'GW 8'Gd, SHEET512 813
COMBINATIONS PER DRIANCHOR
TABLES. S-
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90"
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INSTALLATION DETAILS
EXAMPLE: 90° INSIDE CORNER
4 PANELS
- XX/X;(
'OW 89d, SHEETS 12813
SILICONE
�HOTaIELT BUTYL
PANEL CORNER FRAME CORNER
DETAIL DETAIL
Part#
Descrip0an
Material
124
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125
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Seemis
Setfir
126
Quanox Oumseal Spacer
Materials
127
Cardinal X. Edge Spacer
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)LYIS09UTYLENE V4"NOM. F
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as com gg with tiro Florida
ada
INf. GLASS Wr. GLASS
.8u0A-the.,
NOA-No. 17-0420.12
ua KODISPACE 4SG TPS +zs SUPER SPACERONXTT°
PSPimnon Daro 21171202D
By
Mlam D duct ConW
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15 • 22
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CONFIG. EXAMPLES
S
19
B DETAILG2% /ASTRAGAL HEADER'DETAILW. SHE
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IW &'Ge, L2. SHEET 19 'Ave &'Ae. SHEETS 12 &
1EETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
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PE
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PER
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NOTE 2,
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0
x
x
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HEADER DETAIL'A', SHEET 18; MAX.
INSTALLATION DETAILS'AW&'AC. DLO
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TYR
P.
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ES
79;
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WIDTH TYP.
TABLES
INSTALL
DLO
PER
NOTE 2,
13
DETAILS
HEIGHT
TABLES 13
SHEET 16
VW & DO,
SHEETS 12
x X X X.
SEE FRAME & MAX. UNITWIDTH
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CONSTRUCTION EXAMPLE: O)= INSTALLATION DETAILS
DETAILS SKEET 15 2-TRACK DW& De'. SHEETS I2&13 EXAMPLE: 90*OUTSIDE CORNER -XX=(2-TRACK)
JAMB DETAIL'11', SHEET 18;
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L2, SHEET 19-\ ,'1 INTERLOCK DETAIL'M', SKEET 19 'IC, SHEETS 72 813-,
HEADER DETAIL D', SHEET
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G JAMB DETAIL H7, SHEET P-HOOK DETAIL'J' & 1C, SHEET 'B', SHEET 18: .J 'GIN & Dc', SHEETS 12 & 13
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL IT. SHEET 18; INSTALLATION
'HW &'Hd. SHEETS 12 & 13 'J0','KW & Xd, SHEET 14 DETAILS'BW &'Be. � DETAILS 1W &'IC, SHEETS 12 & 13 PRODUCT REVISED
SHEETS 12& 13 ca comprying wiN B,o Fleri4a
NOA-No. 17.0420.72
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GIN &'Ge, SHEETS 12 & 13
M. SHEET 19
90' OUTSIDE CORNER
DETAIL Hi', SHEET 19 &
MAX
HE
P
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MAX. UNII WIUIH
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s
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TABLES 1-3a
cM
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SHEET 15
I
I
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----
EXAMPLE: OXXXD SILL DETAIL 'S',SHEET I8;—
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IgRI AN MW
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14
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121 SEE DETAIL ON SHFPT 15
EXTERIOR
a
PRODUCT REVISED
as ompying with the6o Hands
4-TRACK MAX.
C FRAMEHEAD HEIGHTPER
UNIT
Building coda
xow-No. 17.0420.12
TABLES
13
FJtpintion Data 02/17/2020
By
EXTERIOR
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EXTERIOR BOX ASTRAGAL SHOWN
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TOWARDS WTERIOR(BOX-IN)
(BOX-0L1T) MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX4N)
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PRODUCT REVISED
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NOTES:
1) ALL ALUMINUM = 6063T6
2) ITEMS # 33-39. 5G59, 66, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. 910 SMS OR 3716' MASONRY
ANCHORS @ 24' MAX O.C.
PRODUCT REVISED
as complying with the Florida
Building Cods
NOA-N9. 17-0420.12
P.aptra6op Date 02117/202O
uz
* : No. W705
.. .. ctiy
e AYNNN83ER P£.
d JR 1616"14 Au�r"ru�m m s'ID770 fJT3 20 a 22 PGT0F90 C LP.EdSmaS
5.089" 8.562'
0.080'
1211^ 1.505'
0.081' 02-TRACK HEAD 04-TRACK SILL
(6053-T6 AL) (6063-T6 AL)
6.198• -y
1.217'
0.081' O2-TRACK HEAD WI SCREEN TRACK
(6083-T6 AL)
8.528°
0.080'
1.505"
OD 3-TRACK SILL
(6063 T6 AL)
7d05' 8221'
0.08D"
TTIrn-il"
1210.081OXTRACK HEAD eD2-TRACK SILL W/SCREEN TRACK
(6063-TEAL) (6063-T6 AL)
9.142"
4.49°
--� 0.080°
1 211" 1.506'
UTIFT-m-
0.081• O4-TRACK HEAD O2-TRACK SILL
(606&T6 AL) - (6D63-T6 AL)
-- l 1.514°
1.2 01
{ 0.080'
OFRAME HEAD/JAMB SCREEN
A0ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
0.062'
0.637'
1516"
FRAME SILL SCREEN
1Y ADO-0N
(5063-T6 AL)
REQUIRES MIN. #10 EMS
OR3116°MASONRY
ANCHORS @ 24° MAX O.C.
0.060-
0.760'
1.990'
GFRAMESILI-SCREEN
13 END ADD -ON
(6063 T6 AL)
REQUIRES MIN. #10 SMS
OR 3116'MASONRY
ANCHORS @ 24' MAX O.C.
cmr. aPnurxm0se
6'
16 3TRACKJAMB
(6063-TEAL)
-y 1.87Z (n
0.062'
1.019"
0.0I5.06
SCREEN
40 STILE
(6063-T6 AL)
9'
+{ice-1.046'
I
1.993° 0.08T
LAP
14 2-TRACK JAMB
SCREEN
4I
Top
(63T6AL)
FOCWM
Ay
17 4-TRACK JAMB
(6063 T6 AL)
w
)(TRUSIONS
ERIES 770ALUM. SGD - LM IMPACT
D
sso-ym NTS 21 a 22 7PGT0130
Fes-- 0.875'
1.993-
rl
O.06T
SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
os complying M M6 Flori4a
NOA-Ne. 17-0420.12
Exptratlen Dam 02M712020
58705
aLY NN411K p£
P.E Wns
0.718- -�I 0.83°
2.304• 3.802'
3.802` 0.752'
0.762-
0.574' 0.796' 1.163°� 0.885°
O.O6r 0.080' 0.062' I
0.284' 0.075' 0.233' 0.08Y
(DiRAME SILL P-HOOK MOUNTING I P-HOOKSCREW
- CRFW COVER 11 TMCK &:0HOOK 20 ADAPTOR OCOVER 0.080' 3D P-HOOK FOR BOX RISER
(6063-TEAL) (6063-TG AL) (6063-T6 AL) (6063-TEAL) (6063-T6 AL) (6863-T6 AL)
4'
155' ' t4'230' 1A86' 1.]39`1.600 0.133• 1.6000062'0.830° I ---I 1303'
.080• 1.8]0' 3.125 V+- 3.126' B° 0.062, 0.326'
1.9W 2.4
2.44'
INTERLOOC INTERLOCK
3f 135'CORNER 0135'FIXED MOUNT OSTANOARO STILE 61 HEAVY DUTY STILE 62 A 85 SCO REW OOVER
(6083-T6 AL) (606&Te AL) (8063-T6 Al) (6063-T8 AL) (6063-T6 AL) (6063 T6 AL)
3.979'
LULT0.075
1.645'
0.125-
OSTANDARD ASTRAGAL
(6063-TG AL)
"'Ur
0.75T
0.060'
(qFDO_D I
PANEL CLIP
(fi083-T6 AL)
660'
W.709,
0.080•-•-II
FO(ED PANEL .
foe RETAINER 9/16'
(6063-T6 AL)
0281' � 1+ -
OHEAVYDUTYASTRAGAL O TOP/SOTTOM RAIL
(6063-T6 AL) (6063-T6 AL)
L 0080*
I0.709°
+10.8831+
FUCED PANEL
f23 RETAINER.7/8•
(6063-TEAL)
T
1 050,
.81050'� .
1050°
1.304' a.F
9'0'UW .�465265° ll
5
SGLAZING 7/16-GLAZING 9/16•GLAZING
18 BEAO(I.G.) BEAD. FU(ED 81 BEAD PRODUCT REVISED
8083-TEAL PANEL CLIP 6063--TB AL '"PIYI"ee nn t5o Fle6aa
(6063-T6 AL) I NOA-Nw 17.0920.92
tow
1'
4°
2.893' IA98' 0.1�
A98'
Lrf6.2L0.080'
2
11090. OUTSIDE CORNER ASTRAGAL
f1890• CORNER RECEIVER (6C63- AL)
(6063-TEAL)
cEBrovnum.vrm7ea
GGO
5.621'
0.133'
4°
1N 90• INSIDE CORNER ASTRAGAL
(6063-T6 AL)
22 • 22
CYp4a0an Data 02/17/2020
* . No. 88705