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0
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
oGANNED
BY
St. Lucie County
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.cov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series `1 GD-7i7.0" Alu� m 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 10/10114, with revision B dated 05/05/16, 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, anctexp' tion date by the Miami -Dada County Product Control Section.
MISSILE IMPACT RATIN rQ mall Mrssde Impact R� st®
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 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# 15-1013.15 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. 16-0629.06
MIAMFDADECOUNTY /J xpira ton a e: ebruarFluy
//// rnva Da gust 0 , 016
I D9� '7P1� 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 B dated 05105116, 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, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
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) Uniform Static Air Pressure Test, Loading 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 Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales, P.E.
(Submitted under NOA No. 09-0826.10)
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04, 2016
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (coNTiNuED)
4. 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 Reports 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, all dated
08/10/09 and signed and sealed by Julio Gonzales, P.E.
(Submitted under NOA No. 09-0826.10)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
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. 14-0916.10 issued to Kuraray America, Inc. for their
"Butaciteg PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc, for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
F. TESTS (coNTINOED)
3. Statement letter of conformance, complying with FBC-5th Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No.14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
on 10/29/15 and expiring on 02/17/20,
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-3
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90.113Y CORNERS
GENERALNOTES
1) GLAZING TYPE OPTIONS: SEE TABLE 8, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & S.
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.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA
BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6.14.
4) SHUTTERS ARE NOT REQUIRED PER EGO REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: SLOG ULTRACON, ORETEFLEX AND AGGREGATOR MONS, 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 REOUIREMENTS PER CURRENT
FLORIDA BUILDING CODE, AS APPLICABLE -
TEST REPORTS: FTL-5980, FTL-5993, FTL60D1, FTL6014, M6015, FTL6017, FTL-6022, FTL-6023.
FTL-0024, FL6025, FTL-6028, FTL-6031, FTL6033, FTL-6036 AND FTL-7534
TGRI F A'
Gmup
Arctmr
Substrate
Fraue
Mefrber
Ma Edge
Distance
Min.
Embedment
1
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.hmb.
a1rz'
134'
2
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9
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Y
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4
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HeedISiAIJamO
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D.d51'
a MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
"P-HOOK INSTALLATION REQUIRES 2.69T MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
1) FOR CONCRETE(CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS.......... 23
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-11T THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS ...... ..... 4.5
INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTEDAS 2XARE 1-1/2' THICKOR GREATER 1XAND ZX BUCKS ANCHORAGE .....................6-14
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADSTOTHE STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE DESIGN PRESSURES....... 63
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS ........... 12-14
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS._ .................. 15,16
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL / SILL TYPES......... 17
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON -SHRINK, NON-METALLIC GROUT, CROSS SECTIONS ............ 18,19
MAX 1/4•THICK &MO PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST ............ ... ........ 20
TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30D FELT PAPER OR MASTIC IS EXTRUSIONS .................... 21,22
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TABLEE SEED ETAILS ON SHEETS DESIGNPRESSURE panNG IMPACT RATING PRODUCT REVISE[
ee c9mpwt.. with M. F
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Deacdpeon IUCed Irom &W.1to trlterle0
Ai
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SEETAELESI,2&30N I RATEDFORUVIGESSMALL
SHEETS B.7&e NSSILEIMPACTRESISTANCE
STANDARDS USED:
•2014 RORIOA BUILDING CODE (FBC). MEDITION•ASTM E1Se003
•MISVAF&PA NDS-2012 FOR WOO° C/JNSTRUCRON
•ALUMINUM DESIGN MANUALADM4010
•AISFSl0"7iS2-2010
GLAZING NOTES:
'ANN'=ANNEALED
'HS' = HEAT STRENGTHENED
'T'=TEMPERED
'PVB' =.090' BUTACITE® PVB BY KURARAY AMERICA. INC.
'SG-=.090' SENTRYGLAS® BY KURARAY AMERICA INC.
Seems I NTS 11 a 22 1 PG70130
NDA-No. 16.0629.06
Fapimtlon Dom 02/17/2020
By
Mmm vrad„ci ' nwl
J�•yY LYNN /� r0
No. 58705
a ?J6
StATE OF
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH
MAXUNITWIDTH
LOCATIONS USING DETAIL"Jw','Jd,'KW'OR-Kc-INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
NOM. PANEL WIDTH
NOM. PANEL WIDTH
pXXXXP. PXXXX OR XX)0(p. O)70(IN POCKET CONFIGURATION
CAN BE OXXXP.
PER TABLES I3
1
PER TABLES I3
j
I
2)90- S 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
I
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAXUNIT
HEIGHT
jQ'Q
14 1 IL'.ia
MA%.UNIT
HEIGHT
w'
I�aao
16 1 Ip ap
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
PERTABLES"
7
I g
PERTABLES 13
IpH€
q_
'X'=OPERABLE PANEL,
'V INOPERABLE PANEL,
li2�l
Poor I
Irk'
PaXeT I B
V-POCKET f—DETAILLETTER
r
2'FAN
L
W= WOOD OR METAL INSTALLATION
'c'=CONCRETE INSTALLATION
1-PANEL
®
CONFIGURATIONS
1
�ONFIGURAfiTaNS'
1
11
LSHEET NUMBER
MAX. UNIT WIDTH -
NOM. PANEL WIDTH NOM. PANEL WIDTH
PER TABLES I-3 1 1a 1a —1` — PER TABLES I3
ION I
to
MAX. UNIT HEIGHT 1 a
PERTABLES 13
L11
r I
i
Jc �
I O MAX. UNIT
1 1js`9 HEIGHT
1�flPER
TABLIfES 13
i w L _JI,__
3-P.ANEL CONF.IGURkTIONS
1
5-PANEL CONFIGURATIONS
MAX UNITWIDTH
PPANEL CONFIGURATIONS
60
MAX. UNITWIDTH
NOM. PANEL WIDTH
PERTABLES 13
MAX. UNIT
HEIGHT
PER
TABLES 13
OLD WIDTH-NOM. PANEL WIDTH -T'
DLO HEIGHT= DOOR UNIT HEIGHT -10.125-
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
/ rvore
/ z1xls
SHEET.
CORNER, TYP. -
(OUTSIDE CORNER SHOWN,
Sa m I NTS 1 '2 + 22 I PGTO130
NOA-Nw--- 16-9629.06
eaPlm6en OD.W 02M712020
BT
Mlartb�ProtlucL Control
A.LYNNMUER RE.
REAM=
EXAMPLE CONFIGURATIONS
MAX TESTED UNIT WIDTH =
355-7116-@ 96' HEIGHT
300-1/4-@ 120- HEIGHT
NOM. PANEL WIDTH
PER TABLES 1-3
0 0 C
MAX. UNIT I ix°2
0 Y
P� YYYB iB
]1 _ I.- -
6-PANEL CONFIGURATIONS
MAX UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
-
FIN,
114
�
�
&NilbNA
IMINVAI�IM11&M-411
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
1`
MAX. UNR
HEIGH 1 1
PER TABLES 1-3
1
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8-PANEL CONFIGURATIONS
SpDIA
CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL -Jw','JC,'Kw OR'Kc7 INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pX)Mp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
2) 90' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
"X'= OPERABLE PANEL,
"O'= INOPERABLE PANEL,
'p'=POCKET
DETAIL LETTER
/5G1_W = WOOD OR METAL INSTALLATION
I® 'c'=CONCRETE INSTALLATION
LSHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH -7'
OLD HEIGHT = DOOR UNIT HEIGHT-10.125-
PANEL HEIGHT= DOOR UNIT HEIGHT-1.866'
3
PRODUCT REVISED
plyIn¢¢ wIM tM1a FlaNJa
Bu11 . G.4. 16-0629.06
NOR -No.
Gpite6en Oat. 02117/2020
By
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A LYNN4I' P.E
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7/16' NOM.
7/16' NOM.
V NOM.
'
3116' HS GLASS
—
3/18" HS GLASS
3/16' HS GLASS
090' PVB
.090" PVB
.090' SG
3/16' HS GLASS-
HS GLASS
74
3/16' HS GLASS
74
74
3/6' AIR SPACE
74
3/16' T GLASS
EM�EtR,IOR
3/4' NOM.
E%TEaro
3/4' NOM.
GLASS
3GLASS
GLASS
SITE.
12h1Y7
ter'
SITE,
ERE
E%7EA10R
a
84
00
79
54
7/16" LAMINATED GLASS, TYPE G3
ASSAWPE1134-1
1' LAMINATED I.G. GLASS, TYPE G5
9116' NOM.
9/16' NOM.
I-NOM.
3116' HS GLASS
1/4' HS GLASS
1/4' HS GLASS
.090. PVB
.090' SG
3/16" HE GLASS-
7474
1/4'HSGLASS
A
5/16'AIRSPACEJ
74
1/4' T GLASS
'
813/4'
A
NOM.
3/4' NOM.
3/4' NOM.
E%TG
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GLASS
BITE
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GLASS
BITEPRODUCT
REVISED
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NOA41o. 16-0629.06
9116" LAMINATED GLASS TYPE G3A 9/16" LAMINATED GLASS TYPE G4A 1" LAMINATED I.G. GLASS TYPE G5A
GLAZING NOTES:
'ANN'=ANNEALED
'HS'= HEAT STRENGTHENED
T=TEMPERED
'PVB'=.090- BUTAC77E PVa%Y KURARAY AMERICA INC.
'SG' =.090" SENTRYGLAS%Y KURARAY AMERIOA INC.
NI}IAIBM
crnr.OFAIMLIID764
I. SGD- LM IMPACT
o-rpw
4 + 22 PGTO73O
Baplra6an Bate 02/17/2020
er /
M1a 14�M Pmlunt GPntml
„I11: I i„7 ,
—1 OWN
Na. u�,70,1
.:kJL'FOk..% P..
A.MNMILIERP.E.
REa69705
GLAZING DETAILS (G6 G6A G7, G7A G8 & G8A)
1' NOM.
7/16' NOM.
1' NOM.
3/16' ANN GLASS
3/16' HS GLASS
D
3/16- ANN GLASS
.090' SG
SG
.090' SG
3116' ANN GLASS
3/16' HS GLASS-
3/16'ANN GLASS
74
3/8'AIRSPACE 74
3/8'AI 88FIACE 74
3/16' T GLASS
3/18° T GLASS
�
83
63
EXTERIOR
3/4" NOM.
3/4' NOM.
3/4'NOM.
GLASS
12a127 GLASS
124127 GLASS
<3
SITE
BITE
BITE
ErSWOR
EXTERIOR
1
a
a
9
]B
55
1" LAMINATED I.G. GLASS TYPE G6
1 " LAMIN. ED GLASS TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1' NOM.
9116' NOM.
V NOM.
3116' HS GLASS
3/16° ANN GLASS
.090' SG
114' ANN GL455
,090' SG
3/16' HS GLAS
.090' SG
3116" ANN GLASS
5/16'AIRSPACE 74
1/4'ANN GLASS
6/16'AIRSPACE 74
1/4' T GLASS
1/4' T GLASS
82
83
83
314'NOM.
I
FJ( mm
(3/4'N(Al.
12a12 3GLASS
ixNx GLASS
aBITE
BITE
PRODUCT REVISED
EXTERIOR
a pl)InY win the Florida
E FUOR
16-0629.06
79
7a
a piratlon Date 02/17/2020
55
55
D7
Mlam Product Controt
1"LAMINATED I.G. GLASS, TYPE 36A
9/16" LAMINATED GLASS TYPE 37A
1" LAMINATED I.G. GLASS TYPE 38A
lu;
GLAZING NOTES:
'ANN'=ANNEALED
'HS" - HEAT STRENGTHENED
-
T=TEMPERED
'PVB'=.090'BUTACrfr Y KURARAY AMERICA. INC.
�p�_.x_ ...i
'SG'=.090'SENTRYGLA YKURARAY AMERICA, INC.
''?.� 6 /�J/b
4(1
ostr✓eofe
e'"`
sp4DR3xs
.alp TcrsvaLDDrpRrvTr
°
GLAZING DETAILS
,..�;:
,,,;=-Oi""'".,•..'.
'fT .. •.
A. LY EY59]OS P.E
°F
a:
HYFMCER.LIJS
rwf/.mfav
LEREOFAIIM.sDBO
SERIES 770ALUM. SGD-LM IMPACT',
aa.
sca77p
NTS
_
5 0 22
„Ftl
PGT0130
I
B
�
fdf6"19
ro�cDesign Pressure(DP) and Anchor Quantities Required, (for aI approved
configurations on Sheets 2 6 3)
For comer ""mach =11=9e an 97 or 135• caner 1mde, see sheet 11
Maximum DP for all sizes: +60 1 .60
(May be lmned by Table IA)
Door Unt
Height
Table applies to Glass
B0.K
1W
By
Types 3, 3A, S. 6A, 7. 7A. 8
/a. a0
e' D O
9.7/9"
IS 8A and to Sale l Astragal
Anohm GmW
Ann Group
Anohm Gros,
Anchor Gmup
types sheer, bel"'
1
2
1 3
1 4
1
2
3
4
1
2
1 3
1 4
1
2
3
4
Hee Si
ri
+1
C4+1
C4+1
C4+1
C4+1
04+1
C01
04+1
1 h1
C4+1
C4+1
N
+
04+1
24'
OLDmb
Ja
8
B
e
8
8
8
6
a
8
e
6
8
8
8
B
8
P4mok
6+7
6+7
1 6+7
1 6+7
7+8
7+8
7+6
7+-8
7+8
7+8
1 7+6
1 7+8
7+8
7+8
7+8
74
HeadBlll
C4+1
C4+1
C4+1
C4+1
Oki
C4+1
C4+1
C4+1
C4+1
C4+1
CAN
C4+1
C4+1
04+1
CA+1
C47
5e
30"
a0
Jamb
8
e
8
8
8
a
B
B
8
8
B
6
8
8
8
a
P-hod(
647
6+7
1 6+7
6+7
]+e
7+8
7+8
7+6
7+8
7+8
1 7+9
I 7+8
7+8
7+8
7+5
7+8
Headl$III
GN
C4+1
C6+1
CA+1
CAN
00+1
GN
C4N
CAN
G1f1
CAN
CA+1
C 1
C4+1
CAN
C4+1
a
36
OLD
Jamb
a
8
8
a
8
B
B
e
6
8
8
8
8
8
,�
P-hook
6+7
6+7
6+7
7+0
7+8
7+8
7+B
7+6
7+8
7h0
7+8
7+8
7+8
7+8
HeadlSill
C4+1
04-1
C4+1
CAN
G+1
CA+1
C4+t
G1a1
CA+1
C4+1
CA+1
CA+1
CAN
Oki
4T
Jamb
8
8
8
B
B
a
8
8
a
8aaap
DL0
6+7
ef7
6+7
J�-77+6
7+B
1+e
1+0
7+a
7+s
7B
TB
7+8
T+e
T+e
7+B
Ba$Ill
CA+2
CA+2
04f2
W
C4a2
CR+2
C4+2
04+2
G+2
C4f2
CM2
CA+2
C4+2
C4+2
a0
8
8
B
9
a
8
8
a
8
8
8
a7+8
NB
7+a
7+a
7+8
7+8
7+B
7+B
7+8
7h8
7+e
FOR EXAMPLE UN USING IABLt, stt snots r.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL
2) WHEN USING THE 2-10 SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4- SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER OP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A
3) W, 3-1l4' AND 2-12• SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 141r SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
gill Hekght to Max. (+) DP
(worm yllbmeon Rating)
S6 Poser Height
(+)Dust,
(Flat or Box, was
Pressure, ps1
Sheet 17)
FNeh-1.112'
an note3
Los-2-i/T
+48.67
Medum-3.1i4"
+60.0
Hi -4-
+50.0
SEE NOTES 1-3
DLO WIDTH=
NOM. PANEL WIDTH -7"
DLO HEIGHT =
DOOR UNIT HEIGHT-10.125•
PANEL HEIGHT =
DOOR UNIT HEIGHT -1.80'
OH LENGTH
OH RATIO Z i
OH RATIO = OH LENGTH
OH HEIGHT
Straight Atirmal
Lockstile@
STAstragal
tocloole@
135-Astagal
Lockstle@
Interlock
P-hsok
Lockstle@Jamb
Assembly
Straight Astragal
Assembly
90•Astmgal
Assembly
19S'Asbagal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Sue
HeaW-duly Stile
Heavy-duty Stile
Heayy-dmy Stile
Heavy-duty Stile
Standard Astagal
OutAtle Comer
Outside
Co
Owner
Imide
Comer
^'
dL.1-1
Irmdee
Comer
Outside
i
Imdede Co
Carver
Part B60 (y2j
part660
Part460
Partp60 (Stile)
Part u6](Astragal)
party a
Part 118((Cosmer
Part 1119 (DUL)
Par[d120 (Ind
Parts killl&.
PartN61
6eaber)
icon.&Fyd Moun[)
Pr1Nm.lwo SERIES 770,9LUM. SGD- LM IMPACT
® s,.o.a
saw.. CFAa7H 42Bbtl saa7m NTS 6 +22 POT0130
xoA-xa. 16-0629.06 _
aaPimaas pet. 02/17/2020
By
Miam Product Con Val
AB ec
Design Pressure (DP)and fionson Shasta 2&3)
(Tor all approved cha.I
Anchortraan60eepago'
MaxMum DPfor 460
or11
Far com.reau-a0e1 enWraAe an 90' or 135' camar routs, eee skeet 11
F
imium by
(May be IimiN by Table 2A)
Ooar Ual
Hd9nt
net- to Ga.. Type.
BP
�-
90'
66•
114'
12Y
4.4A 8. BA.7, 7A B & M
6& la•
0.0
TS Id
LO
Td la•
OL
8SI14
0.O
91.7R'
M0
0.O
sr
9l-Tld'
1 /8.
0.0
am Ne N141 Me gat type]
M91Or
Gm-p
AncperGma
mnorGmU
Mser-i
MCIIDI
Cuoup
m
au
--3-
AncMr
ao
Gm�
.herr
m or
CaoUP
.bcvm bekm.
1
2
]
4
1
2
]
4
1
T
]
4
1
2
3
4
1
T
]
4
1
2
3
4
I
2
3
4
i
2
9
4
aW518
GN
Gat
G.1
G+
GN
1
+
+
H
Cd.l
G+1
O I
Gal
D l
G+1
CP1
G+1
G l
WI
G.1
G+
1
UN
+1
1
UN
G.1
G.1
04.1
G.1
+1
�pJamb
8
8
8
B
B
0
8
B
B
B
B
B
8
B
8
0
10
10
10
10
10
10
10
10
to
10
10
10
10
10
10
10
24°
A9
H6
]+a
T+e
7-8
7+0
7+8
1+d
7+8
7+8
7+8
7+8
6+9
8+9
B+B
8+9
8+9
8+9
B+9
a+9
9410
9+10
9+10
9+10
9a10
9a10
8+10
9+10
Phopk
8+7
6+7
G+1
d+T
G+1
BR
G+1
GH
CO
C4+1
NA
G+1
G+1
G+1
G+1
Gr1
Ca+t
G+1
G+1
c +1
CM1
G+1
t 1
G.1
CN1
UO
G+1
CNI
G+1
GN
G+1
G+1
G+1
G+i
ON1
lCaWBIA
U+1
B
6
0
8
B
B
6
8
10
10
10
10
10
ID
10
10
10
10
10
19
10
10
10
10
0m UJemb
e
B
a
0
0
B
B
3
1+8
7+8
7-8
7+8
7+0
7-3
0+B
8+9
B.9
B.9
&9
8+9
B+9
8+8
9+10
9+10
W10
9+10
8+10
9+10
9+t0
3+IO
P4-k
0+7
6+7
0.7
67T
].a
)+B
C1+1
T+a
G•1
T.
G+1
T+0
Get
T+0
qN
G+1
G+1
G+1
G.1
GH
Gal
CMI
GH
Grl
U+1
7M
C{+1
G+1
G+1
UN
GH
G.1
G+1
f I
G+1
G+1
N.
Headlbl(
GH
GN
UN
GH
U+1
B
e
B
a
a
10
10
f0
10
10
ID
10
10
10
10
10
10
10
t0
10
10
a 30- Q Jamb
8
8
a
8
8
a
8
0
8
B
Tao
B
1.8
7.9
T+8
A8
7+8
7+8
8+9
B+B
0+9
8.9
8+B
&B
0+9
8+9
9+10
9.10
8+10
0.10
9+1D
WID
9H0
BNO
P4wok
6N
d.7
6+7
Br]
7+6
7+8
T+a
7+B
C4+1
]+B
Gat
G+1
C4.1
G.1
C1+1
CN1
G+1
Gal
U+1
G.1
GH
G+1
U+1
G+1
C4+1
CN1
G+1
G+1
C5+1
G+1
L5+1
a u. l4adbltl
CM1
Gal
U.1
G+1
G+t
GH
rI+t
0
B
B
a
10
10
10
10
10
10
10
10
10
f0
f0
10
to
t0
to
10
10
10
10
i dY DLO Jamb
8
8
8
a
9
0
e
8
e
6
8
a
7-B
7.6
7+0
7-8
7-8
8-9
6+9
8"
9.9
8+9
&9
&9
0+0
BNO
9•ID
B•10
9.0
e+10
9tl0
9.10
9q0
PL9ak
6.7
6+7
d+7
6+7
7+B
7-0
7-8
04+2
7.0
U+2
).6
G+2
7-8
CM2
W8
CN2
C4+2
U+2
C4+2
Gat
G+2
GH2
G+2
G+2
G+2
G.2
C4a2
G+2
G.2
G+2
G+3
C6+1
C5+2
C5+2
-CT-2
C5+2
G.1
7kaN811
at-
G+2
U+2
C1.2
C1.2
G+2
ON2
8
0
9
8
10
to
10
10
10
10
10
10
10
10
10
10
10
10
10
10
as. .lamb
e
B
6
6
0
d
B
9
8
d
6
9
9+10
8+10
9+10
8+10
BHO
9+10
P-MM
6+]
B+]
6N
6+T
7+B
Aa
)+0
]+0
]+0
T+0
]aB
)a0
Na
TrB
T+0
Aa
B+9
B+B
3+9
B+9
B+9
E+B
B+9
B+9
9N0
8+10
He.dlbla
G+2
G•2
U.2
C1.2
U+2
U+2
CN2
Gat
G+2
C 2
G+2
G.2
G+2
G+2
G+2
Get
a4'
Amb
a
B
0
0
9
e
aPdcek
0�
0+7
e+]
a+)
W7
T+B
AB
]+0
NB
r+8
T+e
T+eNot
available In these sizes
Headls0
G.2
G.2
O 2
G+2
G+2
M
G.2
C4.2
G@
G.2
Gat
+
CB+20
B
B
a
8
6
B
B
8
B
8
aPteok
b+7
6N
d+1
bq
T+B
7.8
>a0
AB
PB
)+B
]+B
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114• SILL
2) WHEN USING THE 2-1T2- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-IN 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) V.3-114° AND 2-1n° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE i-7/2°
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
= EXAMPLE ON SHEET9
SIII Helghtto Max. (+) DP
Water Infiltration Rating)
Bill loser Haght
t+)Opslgn
(FlalwBox, see
Pressure, Pat
Sheet 17)
Flush-1•in°
eea rgfe3
Ww-aln•
+46.6i
Medium-3-1/4'
♦fi0.0
High-4•
*80.0
SEE NOTES 1-3
DLO WIDTH=
NOM. PANEL WIDTH -7'
OH LENGTH I.- DLOHEIGHT=
DOOR UNIT HEIGHT-10.126•
OH RATIO 21 PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866"
OH RATIO = OH LENGTH
OH HEIGHT
v ncren c
St2lght Astragal
Locks[ile@
90'Astmgal
Locks[ile@
136•As[ragal
LodMmg
Interlock
P-hook
Lockstlle@lamb
Assembly
Straight Astragal
Assembly
90°Astragal
Assembly
136'Astragal
Heavy -duly Stiles
HeavyduWtile
Heavyduty56le
Heald -duty Sole
Heavyduty Stlle
Heavy-duty Sole
Heavy-duty Sole
Heavy-duty site
Heavy-duty6tlle
Standard Astragal
Outside Comer
Outside
I°side
Come
Comer
Ir01Ee
Comer
Outside
Ins6Vide Cemer
Garner
Partp61(0)
Part p6l
Par061
Par1#61 (Stlle)
P.,#51
Part#118((Comel er
Part #119(Out)
Part#]20 (N.)
Pass#31( 
Part 061
Part#.. (Astragal)
Receiver)
(Cam. & Fxd MOunQ
scOTm I NTS 1 7 e 22
NoA ;. 16-0629.06
eapin0-. DO. 02117/2020
ar
M6 m uc an
AULt s
Design Pressure (DP)and Anchor Quantities
agoon9Required, w 05&aiiapprts, Se configurations it aflons an Sheets 2&3)
For com4r astragal ancBorage on 90' x 105° comerurtlla, eee ahea111
Maximum OP shown below
(May be Ilmited by Table 30.)
Door Urn Haight
Table m Glass Typea 4, M,
BP
84•
loT
100'
VpUa.
fi, &, 7. TA, 8 & fl4 entl the 9Ble /
69.71B" DLO
3 IB' DLO
79-718' DLO 1 : 18:8
H 91-7/5' OLD
97-TV—DLO
Astragal hypes shown bdmv.
set Gltmp
Anchor Golp
Amhx Group AhhoC roof
AFihOr Group
n<DrOmup
1 2 3 4
1 2 ] 4
1 2 ] 4 1 2 3 4
1 2 3 4
1 2 3 4
Des ADssum
N-sao
f -
2 Pa
"-75.0 s
1r
Heaysw
CM1
G+1
G+1
G+1
G+1
Gat
G+1
G+1
C411
Gal
G+1
C4+f
G+1
G+1
G+1
G!1
Gal
C4f1 C4+1
G+1
GN
G+1
G+1
G+1
24°
DLO
Jamb
9
8
B
B
8
B
8
B
0
8
e
0
B
0
B
0
10
10 10
10
10
10
10
10
Puck
5+7
6+7
6aT
6+T
9+8
TaB
7+B
NB
]a8
7+B
7!B
T+8
]+8
]+8
]+0
7+0
B+9
8+9 8+9
B+9
a+9
0+9
0a9
Bag
Deal9n Aeaaure
Hea@SIO
G+1
G+1
C4N G+1
Gat
Gfl
Gal
a/SO.O
C6+1
paf
C4+1
Gal
Gal
G+f
GN
Gai
G+1
G+I
Gal
+1625
C4DI
Pat
C4a1
Gal
Gal
.1-7aa
GN
sf
G!i
Gal
30'
DLO
Jamb
0
0
8 B
B
8
e
8
8
8
B
B
B
0
e
B
10
10
10
10
10
10
10
10
g
P-bakk
6+7
6a7
6+] N7
7+0
T+0
T+e
7+8
T+e
1+8
7+8
T+8
i+0
7a0
7+8
T+B
ea9
8+9
B+9
8+9
Ba9
0+9
e49
B+9
a
29'
DLO
Deaipo Presaum
Heeo9N
Jamb
v.W.Vor
G+1 GN G+2 Gil GN "+I G+2 Csa2 G+1 C4+1 C5+2 M2 C I G+1 C6+2
B 8 B I B B 0 B i 8 B B 1e e 6 e 10
C5+2
0
+/412.5Pe1
C40 CMI C5+1 C5+1
10 /0 10 10
+1.75.0pef
G+1 G+1
10 /0
C5N C5+1
10 f0
P-hoak
6+7
1 6+7
16+] 6+7
1+8
1 T+8 1 7+8
i i
1 AB 1 1+5
i
i 1 T+8
IT+8
T+B
Tao
8+9
BF9
B+9
8+9
1 0+9
8a9
8+9
8+9
I 8+9
1 0+9
0+9
aABD.Opaf
+/925
Per
H45.0
pal
35'
�11ea@BW
C 2
CHI
G+2 Gat
G+2
G+2
C5a2
G5+2
G5+2
C5+2
C512
C5+2
G5+2
C6+2 W+2
GaR
YS+2
10
CSl2 C6+2
ID 10
CS+2
10
C5+2
1D
C6+2
le
C5+2
10
C6a3
10
0
0
8 B
6
B
B
B
8
e
10
8
)•ate
■6} �IOx
Re
PnOdk
6+7
7*B
7+0 7+0
7+0
T+B
ii8
7+8
7+8
Ba9
8+9
8+0
8+9
&h
3.a9
8+9
Ba9 Ba9
0+9
8+9
8+9
Ba9
0+9
Des!y1PR]aure
+690.OPaf
✓�Sefhbt®'AbebvY�
fy
+/E2.8Ps1
a1-1B.UPa1
45"
41'
WHax@5
Jamb
G+2 G+2
8 0
C5+2
8
GSa2
0
G+2
8
C5+2
e
C5+2
10
CSf2
B
CSl2
8
CS+2 05+2
e ID
C5+2
e
05+2
1aB
CSe2 CB 2
�8f ■iQ�
C6a
' B,
C612
�10
C6+2
ID
G6F2
10
C6F2
10
C5+2 G6+2
r0 10
C6+2 C6+2
10 10
P-hook
6+7 1 7+8
1 7+8
1 7.51
118
0!9
BF9
8+9
Ba9
ea91 8+9
1 8+9
'9+1 +10'
Bt10
-8+9
I 9+,a
9+10
9+10
1 B+9 9+,0
9+10 9f10
FOR EXAMVLt ON UbINl51PCLC, O anccl r.,...,.....•„•-•1.—I--•-__•••__.1 .--•-I.... _.-.. _..._ �
NOTES:
t) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OFTHE 4- SILL,
2) WHEN USING THE 2-11T SILL, POSITIVE WATER DP IS 46.67 PEP MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER
OP IS STO PSF MAX. WHEN USING THE V SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A
3) 4-, 3-1/4-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 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.
B) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO WIDTH =
MOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125-
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866'
n,.. o-o, 10 x 10 Cl1Q GCCCIURI V nFTAII C
Straight Asragal
9Amemblly
13
Interlock
P-hook
lackslile@Jamb
Assembly
SValght Astragal
algbt dra
gssembly
RD'Arle@
90'As[ragal
ssemblgal
Assembly
35-Asle@
335'Astagal
Ha.,dtty Stllas
HeaW-duty5tile
Heavy-duty5tlie
HeaW-dvty Sdie
Heart-duty5tile
Heavy-duty5dle
Heald-duty%le
Heald -duly StRe
HearyAuly Stile
Heavy-dutyAstragal
Outside Comer
outside
Irelde
Came
^�l�
a�
-
Comer
Iluid
comer
Outside
Irelde Comer I 1
Carver
Part ebl (#)
Part 461
part N61
Part N61 (Stile)
Part#68(A9ragal)
Part061
Pad
Paa#.18(Comer
partk120 (IBJ
penes pa.))
Parts 931&432
Pan M1
Reoircer)
(Corn.&Fxd Mounil
L ..CFA=i$3291
6 a 22 1 PG70130
SIB Height to Max. (+) OP
(Water Iraitmtlon Rating)
till Riser Height (+)Design
het or Box, sea Pressure Psf
Sheet 17)
OH LENGTH I�
x �
i 0 OF RATIO aI
E ❑
O
L
ON RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
Bulr41n9I:eC wiN NO FIodOa
xBA-xo. 16-0629.06
Expimlfen Bnte02N7/2020
By
Miam mduat onto
SEE
SPLICE
NOTE,
THIS
24' MAX
O.C.
O.C.
60•
NOM.
PANEL
WIDTH
aL
EXTERIOR
NO FRAME t*a-r-nvvn nnwv,.noc v.., —�
JAMB (7)P-HOOK ANCHORS, SEE'Ga CLUSTER MAX UNIT WIDTH
REQUIRED@ (PERPENDICULAR TO GLASS DETAILS, SHEET IO FOR SEE'CS10 MR ETERLOC S,
EXTERIOR PLANE) SEE TABLE 2, SHEET 7 x 11,,TE�� REOUIRES'CB' SHEET 70 MR INTERLOCK
�-h 80'NOM. CLUSTER, SEE
POCKETS PAID DETAILS, SHEET 11 z
SEE POCKET S P-HOOK _ PANEL WIDTH
JAMB MO ____-
MOUNTING G MAX "x z x
INSTALLATION, ADAPTER zAx
THIS SHEET ANCHORS MIDWAY IOYLWC
& SHEET 14 BETWEEN P-HOOK
'+ ANCHORS &AT 3° I UNUNITI0 z=FRAME
FROM TOPE ye ANCHORS OB'
BOTTOM �2� 1, I®� o
'•• MAX. TO OPENING °' �O'O'1®I I 14'MI O.C. 0o=P-HOOK HEIGHT
EDGE OF POCKET SEE I 01-7 Z ANCHORS
INSTALLATION € e i I1
DETAILS'Jc'8'Kc, imgg �oi R1o=p-HOOK
END PANEL SHEET I4&PART ��2 IOI id
I p MOUNTING
_ANCHORAGE DETAILS'J'8'K. I)$� ! I p 3-M ADAPTER
(2 ANCHORS) SHEET I9 PoR '-4e1 I ANCHORS
l - x ;
'•2' ANCHORS END PANEL x
"
ANCHORAGE ANCHORAGE xx zx xx z"z z, " x ♦4'
(SEE BKETCN 8EL0yy �'+2• �•+2' ANCHORAGE
CENTERLINE 6'MAX.11'P. ANCHOMGE ANCHORAGE ANCHORAG'c
OFPANEL 1 2'04•
EXAMPLE SPANEL 2TRACK 9T OUTSIDE CORNER-p)D(=0-EXT MOUNT POCKET ANCHORAGE PLAN:
6 x 96' NOM. PANELS, ANCHOR GROUP 31N CONCRETE SUBSTRATE (SEE TABLE 2, SHEET (1 6'
ANCHORAGE EXAMPLE NOTES:
1) APPROVED ANCHORS: SEE TABLE A, SHEET
2) ANCHOR LOCATION SPACING FOR ANCHOR OUANTTIES SPECIFIED IN TABLES 13. SHEETS e-0:EcrEf
CENTERLINEOF HEAD & SILL: 8' MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21•
INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX,
SEE 'C5'CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
-DETAILS SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM.
FOR INTERLOCK ANCHORS ATTIRE MIDPOINT OF END PANELS ARE ONLV 5.64'
"+2'ANCHORAOE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24. OTHERWISE ANCHORS ARE NOT 8" MAX.
REQUIRED AS PER THE FIGURE AT RIGHT:
CENTERLINE JAMBS & P-HOOKS; 6' MAX FROM BOTTOM, 21'MAX. ANCHOR PAIR O.C.(JAMBS), 14• MAX ANCHOR �2.fRACK
OF PANEL O.G(P-HOOK) UTIL17JNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB
REQUIRES +r ANGnuHAUe SEE"CS•CLUSTER
C6• CLUSTER SEE CENTERLINE DETAILS, SHEET 10
Op
DETAILS, SHEET II � INTERLOCK FORASTRAGAL
INTERLOCK
1
9. ♦r
DPApiHPlBD9
CENTERLINE END PANEL
OF * ANCHORAGE
ASTRAGAL (2 ANCHORS)
°+2'
sc m I NTS� 1 9 z 229 +72
ANCHOR PAIR
CAMPLE P
AIMPACT
..
PGR1190
SEE'CSCLUSTER
DETAILS, SHEET 10
FORASTRAGAL
U(. O.C.
4 PAIRS OF
x ANCHORS
2 MA% (TOTALS
ANCHORS)
O.C. PERJAMB
(SEEJAMB
DETAIL
DETAIL
BELOW)
✓V END PANEL
v klA, J` ANCHOPAGE(5EE
SKETCH 6ELOl'N
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
Ezplmtion Dam 02H 712020
By
N9am a
LAMS
Ili �
V.)
ASTRAGAL OR (..SPLICE LOCAT
INTERLOCK—] IF NEEDED
CENTERLINE I
3.5"
1.75"
4'DIA .
EUTTE'IwoR
I
3.8,o
�
v
2-TRACK FRAME HEAD/SILL
[a} ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED.' ')
ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCA
INTERLOCK-n CONDITION, USE INTERLOCK --`IF NEEDED
CENTERLINE 'C6'CLUSTER DETAIL) CENTERLINE
7.76'
L� 7° 717- ' 3.5"
T(T¢' 204'
E% RIOR 4'DIAG' EXTERIOR T 3.5'
P n 7'
2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED,'C6')
ASTRAGALOR SPUCE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK�IF NEEDED INTERLOCK-•-1 CONDITION, USE
CENTERLINE I CENTERLINE ,'C6'CLUSTERDETAIL)
47-
3.5-
4,08'E%T,IE�RIOR
V 3-TRACK FRAME HEAD/SILL
PASTRAGALORINTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED. -W)
I 7'1 �-4 4-DIAG.
Imo- +1
3-TRACK FRAME HEAD/SILL
a ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED.'05')
4.08'
ASTRAGAL OR L..SPLICE LOCATION ASTRAGALOR (FOR SPLICE
INTERLOCK— IF NEEDED INTERLOCK�i CONDITION, USE
CENTERLINE I CENTERLINE C6' CLUSTER DETAIL)
--4 I-r 1.75"
I
4TRACK FRAME HEAD/SILL
(d ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
4TRACK FRAME HEAD/SILL
OASTRAGALORINTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C57
rmT. orwrnanme
2.0
ASTRAGAL OR SPUCE LOCATION
INTERLOCK-1 1F NEEDED
CENTERLNE 1.-�1t 3.5•
--- 7° I
2.04
3-TRACK FRAME HEAD/SILL
(al ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED. -C6-)
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
CENTERLINE USE THIS DETAIL)
3.5" 1--
t'
MTE B
v
6-DIAS.
2Da^
2.04'
e°DAG,
21"
MAX.
O.C. FXTERIO
4- 21'
5.64' MAX.
O.C.
F MAX
CK
5.64'
—2-TRA
FRAMEJAMB 6'MAX.
ANCHOR PAIR
4-TRACK
6'DIAS. FRAMEJAMB
ANCHOR PAIR
2.04'
ANCHORS MAY BE INSTALLED
21' EITHER IN THE EXT. OR INT.
MAX, TRACK(INT. SHOWN)
O.C.
1 5.64- 'NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
6"MAX. ALLOWED.
� 2. FOR HEAD OR SILL SPLICE
1 3-TRACK FRAME JANIE LOCATIONS/ANCHORAGE AT
ANCHOR PAIR P-HOOK SEE SHEET 9.
4-TRACK FRAME HEADISILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE S CLUSTER ANCHORS ARE REQUIRED.'C6')
WITH & WITHOUT SPLICE CONDITION
sO I A751 10 • 22
PRODUCT REVISED
as comp �wIN Me Florida
annelna
NOA-Nn. 16.0629.06
Fapin6on Data 02/1]12020
By
MlamMaI C duct Control
i
2.04' 2.04' INTEwoa 2.04° jit
NOTES:
NTERIOR Wr
1. ALL DIMENSIONS SHOWN
8 94,ARE BASED ON MINIMUM
4'DIAG.. "ALLOWED.
6.1Y 2. DETAILS DEPICT ANCHOR
ROR INTEIM RIo 1 , QUANTITY AND SPACING,
0 3. " EMRIoa AND WOULD BE IDENTICAL
a_RIOaa 9•DWG. FOREMERIOR OR INTERIOR
CORNER CONFIGURATIONS.
35' 3.5' 1'ANCHOR
4'2.04' ExTERIOR 2.04'2.04` Ez W 4' 2.048.94"
EXIfRIOR
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 CENTERLINE
(USEWHERE 4 CLUSTER (USE WHERE 50R6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 50R 6 CLUSTER OFPANEL
ANCHORS ARE REQUIRED, -01D ANCHORS ARE REQUIRED.'CW) ANCHORS ARE REQUIRED. 'GID ANCHORS ARE REQUIRED.'C6')
4E9' I
2•ANCHOR
A.R
IM MOR
E.OERWR 4.08''.'ANCHOR 2pq•
3.5mTERIO 7.41" 4'DIAG,
35•7' 135° CENTERLINE
3FMERIOR I`OF PANEL
.''i3-ANCHOR
4.084.5.3iG. 7"•CENTERLINE 2 �,43.5"4 OFPANEL 4'OWG.
EMERIOR 7' 4• ITN ERIOR IOR ALL '+2•ANCHOR 3.5'
90°CORNER 135°CORNER �n VIEWS 7 L�CENTERLINE
3-TRACKFRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V OF PANEL
('CB' ANCHOR CLUSTER REQUIRED (•C6• ANCHOR CLUSTER REQUIRED L 2-TRACK FRAME HEAD/SILL
ATALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4•DIAG. INTERMEDIATE ANCHOR LAYOUT
IMEFIOR 6.12' INTERIOR 2D4'
2.04' .12' 3.5'
IXTERIOR �CENTERL/NE
4" IrvTEgI0 5.88' OF PANEL PRODUCT REVISED
IMEwoa gp 135' '+3"ANCHOR ilding yc wPS we Fledaa
4' 35, ButidinN rR ®o
7 .04" NOA-No. i6-0629.06
eap4auon Pate 02/1712020
0.12" O 0.12' 3S` 4.08` wYa -P reduce cones
7' EMMOR
2.04` 3.5° d' 4°DWG. 3.5" 3.5'
EKTERIOR 7' E%TERIOR 4' 204' CENTERLINE : `r'��;c5a� '�•F,p';
90• CORNER 135• CORNER �OFPANEL <
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME 14EADISILL 4-TRACK FRAME HEAD/SILL
rgT ANCHOR CLUSTER REQUIRED CC8` ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT -_ k
AT ALL 4-TRACK CORNERS) AT ALL 4TRACK CORNERS) (3-TRACK SIM ILAR) I6
Raaau us a.ae°. oaa. „'..
faro rewaoiampwvTa ANCHORAGE, EXAMPLE CLUSTERS
as „„� ryrp+wreoE SERIES 770 ALUM. SGD-IMPACT
rrel r T ^•e'er ALYNNMIDSL P£
fatdu am g7�7,OF,1p1N �iaT aco-77p NTS 11 s22 PoTOt90 B P£rm7os
INSTALLATION DETAILS
EDGE DISTANCE:
SEETABLE A SHEET 1
2.1/1fi"'
E% MOR 11 F
r 1/4'
MAX
SHIM
SEE TABLET. J I I '
SHEET
2X WOOD WOOD ANCHORTYP.,
TYP.. SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A. SHEET 1
2-TRACK FRAME HEAD
WOOD INSTALLATION
WOOD ANCHOR TYP., 2XWOOD
SEE ANCHOR NOTES TYP.. SEE ANCHOR
B TABLE A SHEET NOTE 3, SHEET
SEEANCHOR
NOTE 5, SHEET
1(1/4"MAX.)
FXTEWOR
52-1/16'•
EDGE DISTANCE
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET
2-TRACK FRAME SILL
ow WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET
2X WOOD
DISTANCE:
TYR, SEE ANCHOR
CEGE
EE TABLEA
NOTE 3, SHEET
SHEETI
ns••
& TABLE A, SHEET I
E% ET1 IOR
V 1/4' MAX. SHIM
®2-TRACK FRAME JAMB
Crx WOOD INSTALLATION
EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE A. SHEET
EDGE DISTANCE: EDGE DISTANCE:
SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
2-1/16"' 2-1/16"'
1!4'
r MAX.
EXTERIOR o 1 SHIM EMERIOR
3 r I-1 1 a
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
1/4'
MAX.
SHIM
2XWOOD WOOD ANCHOR TYP., METALTYP., SMSANCHORTYP.,
TYR, SEE ANCHOR SEEANCHORNOTES SEEANCHOR SEEANCHORNOTES
NOTE 3, SHEET &TABLE A. SHEET NOTE 4, SHEET &TABLET SHEET
e®3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
w WOOD INSTALLATION (s METAL INSTALLATION
WOODANCHORTYR. 2XW000 SMSANCHORTYP., METAL TYR.
SEE ANCHOR NOTES TYP., SEEANCHOR SEE ANCHOR NOTES SEEANCHOR
SEE &TABLE A. SHEET NOTE 3, SHEET SEE & TABLE A. SHEET 17NOTE 4, SHEET
ANCHOR ANCHOR
NOTE S NOTE S.
SHEET 1 SHEET
(1/4" MAX) •,.. -.. ..,v, - (1/4" MAX) T}
EXTERIOR E%TEWOR [
EDGE DISTANCE:
SEE TABLEA. SHEET 1
EMBEDMENT: SEE TABLE T SHEET 7
3-TRACK FRAME SILL
WOOD INSTALLATION
®4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLEA SHEET 1 —� 7 —
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PER TABLE A
SHEET 1.
• DIAGONAL O.C. IS
MIN 4' (HEAD & SILL)
OR V (JAMB) SEE
DETAILS, SHEETS 10 &
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLE A SHEET 1
EDGE DISTANCE:
SEE TABLE A SHEET 1
EMBEDMENT: SEE
I
TABLE A, SHEET I
EDGEDISTANCE:
SEE TABLE A.
METAL TYR.
SHEET
PRODUCT REVISED
EDGE DISTANCE:
SEE ANCHOR
pl In w11616e Florian
B. Uding e �o�
SEE TABLE A,
NOTE 4, SHEET 1
NDA.No. 16-0629.06
2X WOOD
SHEET 1
TYP., SEE ANCHOR
eaptn6en Dam02/17/2020
NOTE 3, SHEET 1
2.1116" •
SMANCHOR TYP.,
.
DY
SEE ANCHOR NOTES
A
xlam
2-1/18'•
&TABLE A. SHEET
WOODANCHOR
MIN. OF
SEE ANCHOR NOTES
THREADS
'
& TABLE A, SHEETI
EXTERIOR
BEYOND THE
p�O�y LYNN Ab/�
EzrExoR
METAL
S
SUBSTRATE
��''CEr15F -
J
1/4'MAX SHIM --I I---
``
lie MAX
Na. 5BT05
®3-TRACK FRAME JAMB
WOOD INSTALLATION
4-TRACK FRAME JAMB
I®w METAL INSTALLATION
AA E aw,=
'•Cne�.,
1NOceGYlEIX04YA1pB
ANCHORAGE DETAILS61
r/ualo?;'yC+
SERIES 770 ALUM. SGD-LM
IMPACT
(DI1)J4Di�p
,,S)OiJA1-�'`
n 7 _
A. A,P'.E
LLNN22
cmr.OFAUIKISVx
saOaTo
NTS
12 a 22
PGT0130
B
P.6F.xms
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A SHEET I
EMBEDMENT: SEE TABLE A SHEET
EDGE DISTANCE:
EDGE DISTANCE:
EDGE DISTANCE: SEE
CONCRETE CONCRETE
SEE TAB LEA, SHEET I
CONCRETE
SEE TABLE A. SHEET
PER TABLE TABLE A. SHEETI
2-1/1E" PER TABLE
2-1/16"
PER TABLE
2.1/16'•
A,SHEEi1 / A,SHEETI
A.SHEETI
•— - -
�RI
a 7j
SEE TABLET. MAX fm a MAX a
SHEET 1 SHIM SHIM
PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYWOODBUCCS�ECURED IX CONCRETE ANCHOR TYP..
WOOD BUCK TYP., SEE SEE ANCHOR ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ES & ANCHOR NOYE:EEE SAEE�TN�C1 SHEET TES 8
I�ITLCCK-PRR.MEHEA T;kLR�.ACK�PRAMBHEAf,�/
Pt CONCRETE WSTALL'ATIO. B®o CONC'RETETI45TTION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEEANCHORNOTES& WOOD BUCK TYP., SEE SEEANCHORNOTES& WOODS CKTYP.,SEE
TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHOR SEEANCHOR SEE ANCHOR
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
1/4'
• DIAGONAL O.C. IS
MAX
MIN 4' (HEAD & SILL)
OR 6' (JAMB) SEE
DETAILS, SHEETS
10 & 11.
PROPERLY SECURED IX L. / CONCRETE ANCHOR TYR.
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET I
4-TRACK FRAME HEAD
CONCRETE INSTALLATION
CONCRETE ANCHORTYP., PROPERLY SECURED IX
SEE ANCHOR NOTES& WOOD BUCK TYP., SEE
TABLEA SHEET 17 ANCHDR NOTE 3, SHEET I
NOTE 5, SHEET NOTE 5. NOTE 5,
1 (1/4' MAX) SHEET 1 SHEET I
T 1 (1/4"MAX.) Jy (1/4'MAX) 1
FXhAIOR I _ •'- EX NOR Iv _Ril 1
(� CONCRETE
2-7/16'• a 2.1116" a2-1/18" PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE CONCRETE EDGE DISTANCE: A, SHEET
SEE TABLE A SHEET I - PERTABLE SEE TABLE A. SHEET I PER TABLE SEE TABLE A, SHEET 7
EMBEDMENT: SEE TABLE A, SHEET I A,SHEETI A.SHEETI EMBEDMENT. SEE TABLE A SHEET
EMBED EN , 6EE TABLEA SHEE 1
2-TRACK FRAME SIL 3 TRACKFRAME SILSIL 4TRACK FRAME SILL
po /GQNGRETEfIN6TAi LTA ION Ec CONCR E INSTALLATION CONCRETE INSTALLATION
EMBEDMENT: SEE
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0.08V 1O2-7 RACK HE4-TRACK SILL
(606e-T6 AL)AD 10 (6063-T6AL)
HT77M6.198•
211'
-
0sD2-TRACK HEAD Wl SCREEN TRACK
(6063-TU AL)
6.526•
0.080'.
1.505
03-TRACKSILL
(6063-T6 AL)
7.105°
�1
8.221•
0.080'
1.505'
1.217'
0.081"
03.TRACKHEAO
O8 2-TRACK SILL W/SCREEN TRACK
(6083-T6 AL)
(6063-T6 AL)
9.142"
4.49'
� o.Deo'
1.2 11, 1.505•
0.081, O4-TRACK HEAD O2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
7.260'
0.050'
OFRAME HEAD/JAMB SCREEN
ADD -ON
(6063-TB AL)
SEE SHEET 17 FOR SILL RISERS.
6,66z^
0.532'
1.516'
FRAME SILL SCREEN
12 AOD-0N
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3116' MASONRY
ANCHORS ® 24- MAX. O.C.
1 -1- 0.060,
o.7eo•
99W
FRAME SILL SCREEN
13 ENDADD-0N
(8083-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16' MASONRY
ANCHORS Q 24- MAX O.C.
RCD
..---I 1.36"
-I
y 1.877
11.019•
0.062'
0.087°
SCREEN
a0 STILE
18•
(6063-TEAL)
5.069"
1.045•
C
1.993'
0.062•
14 2-TRACKJAMB
SCREEN
TOP RAIL
(6063-TB AL)
(6063-T6 AL)
2-TRACK JAMB W/
15 SCREENTRACK
(6063-T6 AL)
18 3-TRACKJAMB
(6063-T6 AL)
21 + 22
D 4-TRACKJAMB
T6063-T6 AL)
-�{ r 0.876"
993'
L 0.062'
SCREEN
BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
pa pompl In wiq Me FIpN4p
Bu11NnD �n�p NoA . 160629.06
eapim6pn Date 021171202E
D
Mipm up pn m
0.718° *0.7fZ*
3.802' �l
2.334'
�L��J0.885-
0.574' 08'J-I �°" i7 1.163'�0.062' OA62" 0.082" J
0.264" 0.076" 0.233"
P-HOOKMOUNTING P-HOOK SCREW
5 FRAME - 11 SILL CK OP -HOOK OgDPPTOR 29 COVER 0.0 M. O P-HOOK FOR BOX RISER
COVER 06063-T6 AL (6063-T6 AL1 (6063-TBAL) (6D63-TB AL) (6083-T6 AL)
(6063-T6 AL) ( )
-- 4"
io
4
VZ44"
0' 1.468" 1.739'
0.062' 1.303• I--
jo
0.133• vsao o.Dsz• I JI�I
.Dso• 1,871' I 1.998. o.32s•
.016• Vim- 3.125- 1-� 3.125' 0.012°
A RLOCK INTERLOCK
135°CORNER 0135° FIXED MOUNT 60 STANDARD STILE 61 HEAVY DUTY STILE 81 ADAPTER 65 SCREWCOVER
(60B3-TB AL) (6063-76 AL) (6063-TB AL) (6063-TB AL) (6063-T6 AL) (6083-76 AL)
3.979"
3.979• � � 4.125"
0.075"
0,075' ib45' 0.062 L304'
1.846°
I o45'
3,25" -+1 .045•.045 fff",.0.281- GLAZING 7/76°GLAZING 9/1WGLAZING
6] STANDARD ASTRAGAL 66 HEAVY DUTY ASTRAGAL 63 TOP/BOTTOM RAIL ]9 BEAD I.G. OO BEAD. FU(ED B1 BEAD
(6063-T6 AL) (6063-T6 AL) pm-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL)
1.003" A2.826'
4- S.621" PRODUCT REVISED
0.757' aenmPl luu rlonaa
eml4lne 2�oda
0.060" NOA-Hn. 16-0629.06
o.Dso• I mw 02/17/2020
OFIXED EaP is len
ID5 PANEL CLIP 0709• 2.80.133' 1.498" 0.133' 6
(6083-TCLI,O AL) t.49B" MYam a ........
BO'
.55D' 0.863
FIXED PANEL- 6b2P
0709" 123 RETAINER. 7/B"120 9D° INSIDE CORNER ASTRAGAL U t
0.080•+I�( (6063-TEAL) H690"OUT SIDECORNERASTRAGAL (8063-T6 AL)
FU�0 PANEL 116 9D' CORNER RECEIVER (6063-TB AL)
1�RETAIWER.9/16• (6063-T6 AL) 1..
76063-T6 AL)
lom I EXTRUSIONS
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