HomeMy WebLinkAboutNOASCANNED
By RECE D
St. Lucie COunt
MIAMI•DADE OCT 0 2 20I9 MIAMI-DADE COUNTY
B PRO UCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RES SRC-Guci ty, Permitting 1805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) M61" nf. I � w4v W&pWgd /�nomv
PGT Industries, Inc. t 1w Vll) r =v Kr yr iew ■ �. •
1070 Technology Drive �y CODE COMPLIANCE
North Venice, FL34275 File Z"_ �'�, LUCl//E����+C((�OUNTY
SCOPE: ,_.. .. >�`'S'st�df This NOA is being issued under the applicable rules an r gulations governing construction
materials. The documentation submitted has been review nd accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County 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 "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.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE 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 manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
Page I
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact', sheets I
through 22 of 22, dated 10110/14, 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 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-60289 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.
Prduct 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-5th
Edition (2014) and FBC-61 Edition (2017), dated 04/18/17 and revised on 08110/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18,
F. STATEMENTS
1. Statement letter of conformance with FBC-5" Edition (2014) and FBC-6'h 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 02/17/20.
Jorge M. Plasencia, P.E.
P/ duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5,
2 DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON. CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF8PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE. HIGH VELOCITY HURRICANE ZONE (HVH Z).
8) DOOR SIZES MUST 13E VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FT1-6017, FTL-6022, FTL-6023,
FTL.6024, FTL-6025, FTL46028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554
TABLE B. SEE DETAILS ON SHEETS 4 & 5
GI..
Typo
Mostind.o (Loved Dom Extsim lo 1nlerlar)
Re
711C t.mheled: (2)Lye.OWIT MS Gina W m.Vem Aye Hmdsyw
GSA
SWtamAeted O)LOesof11W HS Glass with.097 FIB hdehys,
G4
THW Lwylsom; (2)U..IWlr HIS Ghe.WN.W SGhdmleyer
04A
SVLevitated: Mikes oflW HS Glen; Wm.090.6GWWycr
(i5
GSA
1• InmImIM LO.: MiP TEaletler COP aSe• AV BPee�♦ >li6' WmWtee; (Z) Uea orMiB HS Glxe WN.O90' PVB HlodaYer
1'lemhaled l0.:1/4'TEatedw CeP+Mi6"AkSP...7KVLoolnskd:(2) Ues cfWle H9 Glass wPh.allV PVB wedge,
GB
1•LmNmIedLG: Sir T Ealebw Cep SIV Air Sines +71IV UmbstaC.(2) 1-Des cr3HA f8 Glass WN.ODO• SG MtMaWw
GIA
VImeheled IS,I4• T EaledorCap 4 M V NrSloss +ThVLneNaled;(2) Lem of 3RV HIS Gins wlN.09V SO wedayer
G7
711V Lsminoted:(2) Uee ofMW A1N Gloss Wm.09P SG wedayor
GTA
WIV Loren d:(2)Uh. of V0 ANN Gleee wllh.D9P SG wedaya,
GB
1'IalWahtl LG.:S16•TEandar Cap♦SR'Alr Spoce+TNe'Uminaled;(2)Uee ofSi6°ANN GIu4 WthlGO'SG OWhyw
GBA
1•Landand LG.:114•TEalador CZP+S1S Akspoeaa)n6•lnmWlad;R)Wee orMlfi•AkaJ Nees wkN.09m sG Werhyw
'HS'=HEAT
'ANr. HEAT TED
STRENGTHEN®
RVB••.090. 1ROSIFOL0PVBDYI(URARAY AVERICA. ININC.
SG'=.DEP SENTRYGLAS®BYKURAMAM YERIC0.ING
DESIGN PRESSURE RATNO IMPACT RATING
SEE TABLES 1. 2& 3 ON RATED FOR LARGE B SMALL
SHEETS6,788 MISSILE IMPACT RESISTANCE
CODES/STANDARDSUSED:
42017 FLORIDA SURGING CODEC), SUN EDITION
FB
-3014 FLORIDA BUILDING CODE %STi EDITION
-AMI E1301CO
4ANSVAF8PA NOS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MPNUAL,AOM.2D1S
-AISI SIM12
4AISC360-10
GENERAL NOTES.............I
EXAMPLE CONFIGS..........
2�3
GLAZING DETAILS ............
4.5
ANCHORAGE .....................6-14
DESIGN PRESSURES.......
64)
INSTALL DETAILS..............12.14
ELEVATIONS...- ................
15.16
PANEL / SILLTYPES.........
17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....... _...........
21.22
CElT. CFAURLI3p�
Anchor
Gam"
Ancha7Type
Fmme
Member
SabMmG
Min Edge
DTtlese.
MD.O.C.
Distance
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Fmbodmenlar
Metal Welmess
A
gt2I"EMS,
(FY=00 Q. Fa=Be tab
d12410 SE SMS,
IF,=SOkl, Fa-110 ka0
Ail
SwNem Pina (SQ=OSS)
wiv
71W
14yW
6oexisAtneyen
YH'
N16•
0.09P
A35 Steel
YB'
MI6'
0.06P
Dr. 33 steel Sted
3B'
wir
Bois-(Ia Gel
1N'Oeo ADO.G..
Fy=57 kal, F, 98isl
AV
Comte min. Z.22 NO
1-ur
w
N4vw
JBnbl P4uok
Fg,dBIok(ASW=l
Y
T
r
Jamb l P4eak
Way Block SW C90
T
w
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All
EaMem Pme SG.0.50
Y
I'
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B
M2 Steel SMS(Or. 6)
fth of3flessabayond
metal sLalata)
All
SaMem Plna(60-0.55)
SIB•
718•
aw
NOXISAlwnbon
LB"
MI6'
1 0.090"
ASS Steel
MB'
S16•
COST
tr. Sl Steal SWd
we-
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1/4' Bco MsOmM
Fy=155 kal, Fa=ITT kei
An
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1•
4•
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Jemb/P+a0h
Relay Block SSTM 000)
1'
6•
1-V4'
1/T Me UIr4CorAd
Fy= 155 kel, Fe ITT ksl
I
Concmte We- 2SS Inst)
2-117
4
IDS
'anibl P.koek
Filed Block AS1M CBO
2AI2'
a
1-S4'
Jamb/PJlook
HNIOW Block ASTM BID
FI—W
w
1-IW
D
Wed l Sill
Oneme 835k
1•
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I/P4108SEI.CloleFka®
Fy.127.4ksLFe•189.7"I
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24tT
V
1-114"
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1•
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1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORETHAN ONE OFTHE ANCHOR GROUPSABOVE,
CHOOSE THEANCHOR GROUP OFTHE LOWEST LETTER FOR ALLTABLES IN THISAPFROVAL.
2)AU ANCHOR HEAD TYPES ARE APPLICABLE
3) FOR STEEL STUpE, MIN. FU= 45K51, MN FY-33 KSL
4)FILLEO BLOCK VALUES MAYAL50 BE USED IN HOLLOW MOCKAPPUCATIONS.
5)ANCHORS MUST BE OF SUFFICIENT LENGTH SOTHAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE,
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEE
PRODUCT REWSED
3) WOOD BUCKS DEPICTED AS iX ARE LESS THAN I-112'THICK.
complying with the Florida
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
6uildia0 code
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
NOA-No. 17-0420.12
DEPICTED AS 2X ARE 1-117 THICK OR GREATER. IX AND 2X BUCKS
Earply-Uan Data 02M7/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
By
Mlam
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
avmduct CPntm
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
NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLIC GROUT,
MAX. 114" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30N FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
I. SGD-LM
6GD-T7n 1 NTS I 1 - 2P 1- PGT01S0
NO.58705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEWIDTH
PER TABLES 1-3
MAXUNIT
HEIGHT /
PER TABLES 13
NOM
PE
nw
HE
PERT)
Po KE]
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES iJ
..
m
m
NOM. I
PE
ao MAY
Qg HE
F
y$ TABI
N
3-PANEL CONFIGURATIONS
13
E-° MAX UNITWIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAY UNIT a
PER TABLES 1-3
5-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES: '
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH
LOCATIONS USING DETAIL'J'. °Je.'Kve OR °Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pX)0(Xp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
t
CAN BE OXXXp.
2)80'8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3
3
+ lgag
6 I=��
Fv Lu$
3) FOR NOM. PANEL WIDTH, SEE TABLES I-3.
'0'-INOPERLEPANEL,
°O°=INOPERABLE PANEL,
A.�Q,
'p'=POCKET DETAIL LETTER
-J.T---+
W - WOOD OR METAL INSTALLATION
-PANEL
INSTALLATION
GURATIONS
+n
1�1'a'=CONCRETE
L SHEETNUMBER
fE1iF7®1Fli�®
-
o- �K�Br
m
iT;7
iE]
PCLKE]
WIDTH = NOM. PANEL WIDTH -7'
HEIGHT = DOOR UNIT HEIGHT - 10.125'
NEL HEIGHT= DOOR UNIT HEIGHT -1.88G"
zgg
m
4-PANE L CONFIGURATIONS
PRODUCT REVISED
13 1 3 3
Gatia th.
PR
NDA-xa. 17-0420.12
MAX. UNIT WIDTH
T pimOon Dale 02/1712020
NOM. PANEL WIDTH
By
Mmm a moue neml
PER TABLES 1-3
t 3
1 3 ,
+ 3
MAX UNIT
HEIGHT
/
sEE
o I NOTE
PER
3
m / zlxrs
TABLES I1-3I
s T.
•++ptluuryff,.
INSIDE
II �T .F•. sT TE :i
cfar. oF,ume emm U\ 1 `� W 5l=ft1E57/O ALUM. 5UL)-LM EMYAGI :.....
JR a4,.
A5�i] C NO GIANOES lHISSEIEE]. eu,wa r..a
JRK 14HN14 .� �
® sco-]m NTS 2 u22 PG70f30 C ALYNNS eIEa, P.E
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH=
NOM. F
PEI
MAX
HEI
96- 0
_
I III m I
E7fE7�1F7
m
ill
f�E7
c_.
1L9uRa
Ii1
Ii1
�W
Ioil
III
a 1 I y
>
o�o
I
lu
18�m_
PacacET �
I
6-PANEL CONFIGURATIONS `r J
t 1
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PERTABLES 1-3
I
MAX. UNIT
HEIGHT 1 t
PER TABLES 13
1
NOM. PANEL WIDTH
PER TABLES 13
t
MAX UNIT 1
HEIGFIT t t
PER TABLES 1-3
1
woolen 7
iV
m m Im
iBf Q7 iV m QJ iFl �
P=ET
7-PANEL CONFIGURATIONS
_ fE>•V�JitT6k/iETQ�7
i
21
I
IwGI
IoW
II
!2
!P1
8-PANEL CONFIGURATIONS
tUM..OFAO .ACkNO
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL -JW ,'JC, •Kvr OR `KC INSTALLATION.
EXAMPLE: 4-PANEL )ONX IN POCKET (p) CONFIGURATION CAN BE
pXX)0(p, pXXXX OR XXXXp. OX)X 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' a INOPERABLE PANEL,
'p' = POCKET
DETAIL LETTER
/�..W -WOOD OR METAL INSTALLATION
®1 'c=00NCRETE INSTALLATION
LSHEET NUMBER
DLO WIDTH-NOM. PANEL WIDTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.126'
p PANEL HEIG HT=DOOR UNIT. HEIGHT - 1.866-
0
I
I
I >
PacXEr j i � -.
3 12 3
EXAMPLE CONFIGURATIONS
SERIES 770 ALUM. SGD - LM IMPACT
s0o-n0 NTS 1 3 122 o v PGTD130
PRODUCCyT REVISED
.....PIIOUowiu ILe P1.11da
D"IldIngNOA-No. 17-0420.12
EFPImDOn Date 02/17/2020
1111I11111
INT �rnliy�/
P%
NO.63TDs
)NAL ENG`�
IIII LGRP
IN MILER PE
GLAZING DETAILS (G3,
ISM G4, G4A, G5 & G5A)
7116' NOR.
7/16' NOM.
1' NOM.
3/16• HS GLASS
3116• HS GLASS
3116' HS GLASS
.090' PVB
.090" SG
090'PVB
3/18' HS GLASS
P4 3/16' HS GLASS
3/16' HS GLAS
74
3/8°AIR SPACE 74
62u
3/16° T GLASS
e3
Ez>Fn1oa
3M OOM. E EMOR
3!4'NOM.
a
GLASS
GLASS 124.127 3/4•NOM
BRE
BRE GLASS
BITE
7116" LAMINATED GLASS. TYPE G3
9116- NOM.
1/4" HS GLASS
.090" PVS
1/4' HS GLASS
]4
az
NOM
3G
GLASS
BffE
TES
P RIOR
a
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9/16' NOM.
1' NOM.
IM HS GLASS
3116' HS GLASS
—
.090' PVB
.090' SG
3116' HS GLASS
1/4'HSGLASS
m
5/16'AIR SPACE
74
1/4' T GLASS
33
_
PRODUCT REVISED
BullYing IOodawliM1 M. Flodtla
3/4•NOM.
u0A-Na. 17.0420.12
�(17�
GLASS
12a12
314°NOM.
INp1ra6on Data 02/17/2020
BITE
GLASS
EXiER10R
a
BITE ev
9/16" LAMINATED GLASS, TYPE G3A 9116" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES:
•ANN'=ANNEALED
°HS'= HEAT STRENGTHENED
T"=TEMPERED
'PVB'=.090• TROSIFOL® PVB BY KURARAY AMERICA, INC.
'SG' -.090' SENTRYGLA? BY KURARAY AMERICA, INC.
cERr. oPAurN.slezw
rvr�mmas olrG
w avemm
SEE SHEET 15 FOR SPACER DETAILS.
Of. SGD-LMIMPACT
4 122 bw P0T0130
1¢ No. 56]06 �=II
r'710NAL�LLLiN�'
A LYWAILN P.E.
P.EAww
li
GLAZING DETAILS
(G6, G6A, G7 G7A, G8 & G8A)
7' NOM. 7/16' NOM.
1' NOM.
3/16" HS GLASS
3/18° ANN GLASS
3/16° ANN GLASS
.090° SG
.090' SG
311V HS GLASS
.090' SG
3/16' ANN GLASS
318°AIR SPACE
74 3/16' ANN GLASS
74
3/8"AIR SPACE
]q
3/16' T GLASS
3116' T GLASS
e2
63
m
3/4' NOM. b
3/4° NOM.
w NOW
3GLASS
124127
GLASS a
- GLASS
124A2]
SITEEXTERIOR
BI
SITE
BITE
EXIEPoOR
1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS TYPE G8
1' NOM. 9fl6' NOM. 1' NOM.
3/16' HS GLASS 3/16' ANN GLASS
.090' SG i/4' ANN GLASS
.090° S
3116' HS GLASS .090' SG 3/16' ANN GLASS
5/16'AIRSPACE 74 1/4'ANNGLASS 74 5/10°AIRSPACE
1/4' T GLASS ] 1/4' T GLASS
s2 — PRODUCT REVISED
0 mplying Mth the Florid.
euiiame cod.
3/4' NOM. Ex]ErtlaR 314' NOM. Noq-No. 17-0420.12
12aly GLASS S/4• NOM.
GLASS a BITE 12412] GLASS E"pi'OOon/oam02/17/20-20-
E ENOR BITE BITE sy _,Q
GJ 81 E% 10O
79 a 19
55 �
65
1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A
GLAZING NOTES:
'ANN°=ANNEALED
°HS' = HEAT STRENGTHENED
"T° = TEMPERED SEE SHEET 15 FOR SPACER DE
'PVB'=090' TROSIFOP PVB BY KURARAY AMERICA, INC. foroTEcnnao9yuRrvE p.w�
°SG'=.090' SENTRYGAEFBY KURARAY AMERICA, INC. .N t�noaEas4z]4 GLAZING DETAILS
P4flaao-fyoo
A MW7 PC NoC wEs]NlSsrrEE. 9ERIES770ALUM. SOD-LMIMPACT
ro °, ....... � -- f�4H4 •u.wmmmsr".m ® s.. NTS 5 - 22 1G70f30
111v wirgr]q
TARI F V
Design Pressure(DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
For canersstregal erchoregaon 9a' or13PcereruNib, see sheet it
Maximum DP for all sizes:
+60 /-GO pat
(May be limited by Tole 1A)
Table appes to Glass Types 3,
3A, 5, 6A, 7. TA, 8 & BA and
the SualAs,sgal Types sham
Door Unit Height
gp
8y
fig.
fig.
692/8' OLD
73-7/8' OLD
79-7/8' DLO
1S7/8- DLO
Wax.
Anchor Gmup
AncharGroup
Anchor Group
Anchor G.P
A
B
C
D
A
B
C
D
A
B
C
I D
A
B
I C
0
'
HeaNSill
C4+1
(qN
G+1
7+1
Cf+
+
51+
+1
q+1
m,
01+1
C6+1
Gl♦1
Gt+1
C4+l
CI+
24"
DLO
I Jamb
8
8
8
8
8
8
B
B
B
a
a
a
B
8
e
a
Phcak
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+a
7+a
7+8
7+B
7+B
^_
NeadlSlll
04+1
CAN
CI+1
GI+1
C1+1
C40
04+1
N+1
CA+1
C1+1
Ca+1
CN1
C4+1
ca+1
01+1
C1+1
§
30'
DLO
Jam,
6
8
8
8
a
5
a
a
a
8
a
a
a
a
8
8
P-hook
8+7
8+7
8+7
6q
7+B
7+8
7+8
]+B
7+9
NB
N8
lye
lye
7+8
7+8
7+8
Headislll
04+1
04+1
C1+1
CAN
GN
C4+1
04+1
CA-1
CA+1
C6+1
CA+1
CI+1
CAN
CAN
011+1
04+1
3C
a0
Jamb
B
a
8
a
I
a
a
8 1
0
6
8
8
8
a
8
a
a
P41ook
6+7
6+7
6+7
6+7 1
7-8
7+8
7-8
7+8
748
748
7+8
7+8
7+6
7+8
7+8
7+8
Headesfil
04+1
C4N
CIA
C4+1
04+1
CA+1
GIN
C4N
GIN
C4+1
G 1
CAN
G+1
CAN
04+1
C .I
z
9T
DLO
Jamb
a
B
8
8
a
8
8
8
8
8
a
B
8
a
8
a
P-haok
8+7
6+7
8+7
6+1
741
7.6
7+8 I74+3
7+8
7+5
7+8
7+8
7+8
7+8
7+8
7+6
Head/S01
C4+2
G+2
C4+2
CA+2
0+2
Gi+2
01+2
C+2
CN2
C4+2
C4+2
C4+2
C1+2
Ci+2
N+2
01e2
48'
OlD
Jamb
e
8
8
a
8
8
8
6
8
8
a
a
t0
B
8
B
P4mok
5+7
1 6+7 1
+7
6+7
AB
7+8
7.8
1+5
7+0 1]+e
NB
7+8
7+8
]+B
7+8 1
7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET B.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 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 3-1/4' SILL, POSITIVE WATER DP IS
60.0 PSF MAX WHEN USING THE 4- SILL, POSITIVE WATER Dle IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A-
3) 4-, 3 IW AND 2-1/2-SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOTAND 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 PEG EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TARI P IA-
S III Height to Max. (+) DP
(Water Infillrallon Rating)
SIIIRIser Height
(+)Design
(Fitter Box, see
Pressure, psf
Sheet 17)
Flush-l-1/T
see note
Lew-2-0/2'
+46.67
Medkrm-3-V4'
+80.0
High -e
+60.D
b'tt NUI tS 1J
OHLENGTH
OH RATIO 21
OH RATIO= OH LENGTH
ON HEIGHT
DLO WIDTH=
NOM. PANEL WIDTH-?'
DLO HEIGHT
PRODUCT REVISED
DOOR UNIT HEIGHT-10428"
vlymRwiq <be viand.
9u11dlna cod.
PANELHEIGHT=
NOA-Ne. 17.0420.12
DOOR UNIT HEIGHT-1.866'
S Plran.n Date 02/1712020
Interlock
P-hook
Lockstile@Jamb
Stralght Astragal
Assembly
Lockstle@
Straight Astragal
90'ARragel
Assembly90'Astragal
Lockolle@
135'Astragal
Assembly
Lodalble@
121S-Astragal
Standard5tiles
Standard Stile
Standard5tile
Standard S0le
Standard Stile
Heavy-duty Stlle
Hearyduty5tlle
Heavy-duty Stile
Heavy -duly Stile
Y
Standard Astragal
OutsldeC
Inside Carnet
DaM¢
Comer
Inside rear
Corner
Inside
Come
Garth
Comer
Part #60 (z2)
Part#60
Part#60
Part""
art" (Stile)
ps11161(Astagal)
Part#60
Part #6I"dle)
Parta118(Cemer
In. "
parta119(Out)
part #120 (la)
Part B6l(Stl
Parts#31 
(Coro.&Fxd Mount)
Part#61
REVISED TMLE
CErs.. OiADr6.Anuse
scant NTS 1 6 + 22 1 PGr0130
E
1f;' No. 58T03
.ORIOA-;
'ONALISt
A. LYM4 MILLER I
PE,u.
Design Pressure(DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2&3)
Foroomer offiawl BrahomBe i n 9m or lay' eomerwile, am Nast 11
Maximum DP for all sizes: 4601-60
(Airy be Ironed by Taine
Dow UNl
Helght
Table aPpOea to Glow Types 4,4A,
Mr
184'11
9
BB'
10Y
IDB'
119'
t20'
6, an, 7, 7A 8 & Sk and me
69 lw
010
T&TIY
mo
1 I9-7/8'
DLO
05l ar
mo
at...
'DLO
1 97-0/8-
OLO
1W7/8'
ULO
109.7jr
0.0
61IIelAstmgal Types ehoxn bekm.
AnWrGmw
Pointer
allI
Anemiamup
Anchor
Gem,
AlctiorGonoo
I Awlive
create
Atanor
GI91q
I Mehor
Group
A S
C
I D
A 1 8
C D
A B
I C I D
A 1 8
C 0
A B
I C
1 0
A 8
C
D
A B
C 0
A B
C
D
e Su
♦
G♦1
C4.1
U+1
Ca+1
1
U+1
GM
C1♦1
U+
+1
UN
Gal
C5+
C1.1
G+1
G+1
UN
+1
UM
G+1
♦
G+1
G♦
U+t
Uq
N
G+
G+1
G+1
UN
GN
24
110
Jamb
a
a
a
B
8
8
6
0
0
8
1 8
0
a
8
a
0
10
10
10
10
10
10
1 10
10
10
10
10
10
1 10
10
10
10
P-book
6+7
6-7
B+T
8+7
I+a
7♦8
7♦8
7+8
7+8
7♦8
7.8
748
7+0
7+8
7e8
T+0
8♦9
8+9
0+9
8+9
8+8
8+9
1 6+9
&a
0♦10
9+10
9+10
0+10
9+10
8+10
9+10
910
HoodISM
U♦f
U+1
U+1
G1+1
CN1
U•1
C/+1
G+t
U+1
U+1
G+1
U+1
04+1
U+1
C4+1
U♦1
C1+1
U♦1
04+1
04+1
C40
U+1
G•1
C4+1
Ca+1
G+1
U•1
OI♦1
co-1U+1
U+l
Ct+1
30'
DLO
Jamb
a
8
8+
0
0
6
a
8
8
a
8
8
a
a
e
8
/0
10
10
10
10
10
10
10
10
la
10
10
10
10
10
10
P4wok
W
0+7
6+7
a+7
7+8
7+8
7+6
7+0
7+0
7+8
7.8
7+8
)+8
7♦B
7♦8
7+8
B+9
8+0
8+9
0+9
8+9
8♦9
8+9
a+a
9+10
0+10
We
9+10
9♦10
9+10
9+10
8+10
29.
HeetllSill
C1+1
U+1
U+1
CA+1
NO
U♦1
01+1
C1+1
U+1
C40
01+1
U+I
G+1
U+1
Ct+1
G+1
U+1
U♦1
G♦1
U♦1
CA+1
U+1
C1+1
CA♦1
G+1
G+1
C40
U+1
U+1
C4+1
01+1
24+1
3V
DW
Jamb
6
0
9
0
8
8
-a
0
a
8
0
e
8
8
8
a
10
10
f0
f0
10
10
10
10
10
10
10
10
10
10
10
10
P4aok
BN
6+7
6+7
6+7
7+8
7+0
7+8
7+a
7•e
7•0
7+8
7+8
7+8
7+B
7+8
7+8
8.9
8+9
8+9
0+0
8+9
0+9
9+9
8.9
9♦10
9+10
0.10
9+10
S+m
9H0.
0•f0
9+10
H
OS
3F
Heading]
G+1
U+1
NO
U+1
U+1
U+1
GO+
U+1
U+1
U+1
G+1
U+1
U+1
U♦1
U+1
G+1
G+1
G+1
G+1
U+1
UN
UN
C0+1
G♦1
U+1
-6 1
U+1
G+1
C5+1
C8♦1
GM
C4+1
i 42-
Jamb
8
a
8
8
6
8
0
6
8
0
8
6
a
a
a
8
/0
10.
1D
10
10
10
10
10
10
10
10
10
12
10
10
10
P-book
eN
B•7
eN
8+)
T+0
T♦B
T+8
T+0
]♦8
T+0
A8
AB
]*8
7+0
7+11
7♦8
8+8
8+B
8+9
8♦B
8+9
8+9
0+9
N9
W10
8+10
8+10
9HO
B+tO
8+10
9♦ID
0+10
HBeN$9i
G♦2
C4♦2
U+2
U♦2
U+2
G+2
G+2
U+2
Ur2
U+2
G+2
G+2
U.
G+2
G•2
Gr2
U+2
G+2
Gr2
U♦2
C6+2
6♦2
U+2
G+2
CB♦2
G+2
a+2
C9+2
C5+2
G+2
CS•2
C5+2
z 48'
L14fiiD
Jamb
0
8
B
8
8
0
8
8
B
0
8
a
10
8
8
0
10
f0
10
10
10
10
10
10
12
10
10
ID
12
10
10
10
P-bwk
ON
eq
67
8+7
T.
T+0
]+8
)+e
7+8
)+e
AB
He
NB
T+e
7+8
T♦B
e♦9
8+9
B+B
0+9
0+9
B+B
0+8
8♦9
9♦10
9♦10
9+10
9H0
8+10
9+10
9+10
8+10
6P
47-
cL0
NoaNBill
CO2
C4+2
C4+2
U+2
G+2
G42
U+2
G•2
U+2
G+2
C4+2
U+2
C4+2
G♦2
04♦2
CO2
Not evailabie in these sizes
Jamb
8
8
8
a
a
8
a
8
10
0
0
8
10
8
B
a
Finook
6+)
I m,'
I 8tl
I e+T
I r♦a I
7+0
7+0
7+0
7+0
7+9
7+8
748
7+8
7+0
7+8
7♦8
�W
HcedlSM
U +2
U+2
Gr2
U +2
G+2
Ca+2
G+2
G+2
Ca +2
0+2
G+2
G4+2
CA+2
ON2
G♦2
Gr2
Jamb
8 1
B
1 8 I
8
I 8 I
0
0
a
10
a
8
a
10
a
a
8
Ptaok
8+] 1
6+7
1 6•7 1
6+7
1 7+0 1
7+0
7-8
7+8
7+8
7+8
7+8
7+0
7+8
7+a
7*A
]+e
NOTES: r..n rs..nrcc �lv vonvw l.m c onto o.
i)POS171VE PRESSURES IN 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 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 PRIES. UNCHANGED} SEE TABLE 2A
3) 4. 3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2•
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 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.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REOUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
T.. anlI l.. cTn F a eeTCere, T cc euell oc..crn m-1. rnn, en e
SIII Height to Max.(*) DP
(Water InNtmlbn Rating)
SIII RIsertleight
(♦)Design
(FleShet or Be.. sae
Pressure, Pet
Sheet 17)
Flush-l-//2'
-11
see rat93
Low-24i
446.67
Medium-3-1/4-
+ 60.0
High-4'
- Wo
DLO WIDTH =
NOM. PANEL WIDTH -T
DLOHEIGHT=
ON LENGTH DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT=
DOOR UNIT HEIGHT -1.866•
OH RATIOi' PRODUCT REVISED
Bs complying with the Florida
ulldln9 Code
HoA Ne. 17-0420.12
aAplraaon Dos 02/17/2020
SEE NOTES 13 - OH RATIO= OH LENGTH
OH HEIGHT
Interlock
P-hook
Lockable@Iamb
Straight AstraOal
Assembly
Lockstile@
Straight Astragal
90-Astragal
Assembly
Lodestile@
90'Astragal
13SAnragal
Assembly
Lorksule@
ns Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavyduty501e
HeaW-duty Sole
Heavyduty561e
Heavyduty5tile
HeavydutyStlle
Heavy -dory Stile
Standard Astragal
Oulsltle Umer,,
rL��J
Dutside
Co mer--H
Come �
Amer
Comet
Come
Outside
[emu
a�
• C..f — O
Inside Comer
Partabl (x2)
Part 861
PaK p61
Partg61 (Stile)
Part U67(Astraga1)
Pan 961
Pad p61(SMe)
Pert a138 (Gamer
Receiver)
parta319 (Out)
Parta120 (InJ
Pan 961(Stile)
Parts a3l&a32
IC.. & Fxd Mount)
Pan 961
CEar. DFAI7M.292B0
acp-Tm I NTS 1 7 d 22 1 PGTO130
* ; Na, 56705
to yJ
''iS�ONA11L1111EN�..
A. LVf0i�4fER, P.E
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2&3)
Foremnermlmgai anehomge on 90° or 1364 eomer mb, sea sheet 11
Maximum DP shown below
(May be OmHed by Table 3A)
Door UNt Hel N
Table applies t0 Glees T m 4, 4A,
8P
84'
80• 96'
02•
108:
& 6A, 7, 7A, e & M and the
69- /8' D
7b]/8' DLO7
-71V D O B Vfl DLO
B' DLO
9]-7/8' DLO
StOelAatm�llypsa ehwm below,
AmhorGm
Anchor Group
AnchaG McigrOm
rGmup
ADLhOY(voup
A B C D
A B C D
A B C D A B G 0
C D
A B
C 0
Desi n Pressure
+FB0.0
/
2.6
Heavull
04+1
04+1
04+1
C4+i
04+1
Ct+1
0441
C4+1
W1
04+1
CAN
N41
C4+1
04+1
CA+1
C9+1
C4+1
CA+1DLD
24.17'
Jamb
B
8
8
e
0
8
B
8
0
8
B
8
8
B
B
B
10
ffMchorGmw
10
10
10P4nok
6+7
6+7
6+7
6+7
7+B
7+e
7+8
7+0
T+a
7a6
7+8
7+8
7+8
7+8
746
7+B
B+9
B+9
0+9
Bma
otPmssma
+AW.0
/
2.6
par
'
H-780
of
Zr
Head/SB1
C4+iC4a1C4N
CAN
C4+1
G+1
CAN
G+1
C9a1
CAN
C4+1
C4+1
C4+1
CAN
C4N
C4+1
C4+1
C1+1
CA+1
C4+1
C4+1
C4+1DID
Jmb
a
e
8
B
8
B
B
a
f0
a
9
e
ID
8
'e
a
10
10
10
10
to
10
is
P-look
6+7
5+7
5+7
6+7
7+0
7+8
1+8
7+t1
7+8
7+8
7+8
7+8
7+B
7+8
7+8
7+8
8+9
8+9
at9
a"
0+9
a+9
De. apoass nt
+AgO,O
ps1
WdG.Spaf
+/-76.0
of
W
29'
Head/Sly
C441
C4+1
C4+1
C4+1
N
CANI
04+1
CAN
CA+1
I C4+1
GI+1
04+1
C7+1
05+1
04+11
CAN
1 25+1
C5t1
C4+1
CAN
C5+1
05+1
CN1
04+1
0.
06.
DID
Jm'nb
10
a
B
B
10
e
8
8
10
B
e
8
12
10
B
e
12
10
10
10
10
10
1 10
10
Is
P-hook
6+7
6+7
6+7
6+7
7+B
7+8
7+B
7+0
7+8
7+6
7+8
7+B
8+9
Ba9
Bag
8+9.
Ba9
8+9
e+9
8+9
e+9
8+9
8+9
n+9
EM
Design PMWM
+AIi0o pal
+b82Ji
Per
+1-760
Pat
0
C4a2
C4+2
C4+2
c02
04+2
0442
CO2
04+2
CS+2
CS+2
C5+2
C5+2
CS+2
Cb+2
C5+2
C5+2
C5+2
C5+2
05+2
06+2
CS+2
C8+2
C6+2
C8410
8
a
B
10
e
e
8
12
10
a
B
12
10
8
8
1Y
10
10
10
12
101010
7+8
7a8
7+B
F8
78
7+8
]+8
NB
.,s
Ba9
8+9
8+9
8+9
B+9
8+9
8+9
6+9
6+9
W9
e+9
e+9
a+9
8+9
8+9
e.
a/-90.Opsr
SeeNat.
+/d2.6I's1
+/-76.0 of
1
C5+2
C5+2
C4a2
G4+2
C6+2
C5+2
09a2
C5+2
05+2
Us4!
C5+2
C5+2
06+2
C6+2
+2
M.2
C6+2
T2
C5+2
C6+2
06+2
C6+2
05.2
C5+2
10
e
B
6
12
10
B
6
12
10
B
8
td
12
6
81412f010
14
f0
10
10
7+0
1 7+8
1 7+8
I 7+8
1 8+9 1
8+9
1 6+9 1
8+9
I 8+9
I a+9
1 8+9
1 8+9
9N0
9+10
10
9+10
9410
%10
9+10
Wo
9+10
9+10
9+10
9+10
NOTE A:+/-90.0 PSF FOR GLASS TYPES 4.'JA, 6, 6A, 7A, B & BA; +1-87d FOR GLASS TYPE 7
NOTES; EXAMPLE ON SHEET 9
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-112- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 34W SILL, POSITIVE WATER
DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
3) 4', 34W AND 2.1& SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
BUILDING CODE (SEE ADJACENT MatGRAML THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TNF FOi l OW INr: RTll F A ARTRAGAI TYPES SHAI I NF I iSFD FOR TARLF A RFF RHFFTS 21 A 27 FOR PART DIMENSION.
DLO WIDTH -
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125-
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.886'
SHFFTS 1R A 19 FOR ASSEMBLY DFTAII S_
Interlock
P-hook
Lo.bule®lamb
Straightmtralial
Lodatlle@
90'Astragal
Lockstlle@
135-Astragal
Lodatlle@
Assembly
Straight Astragal
Assembly
90°Astmeal
Assembly
13V Artregal
Heavy-duty Stiles
Heavy-duty%le
Heavy-duty Stile
Heavy-duty Sale
Heavy-duty5tlle
Heav duty5tile
Heavy-duty Stile
Heavy-dury5tile
Heavy-duty StBe
Heavy-doryAst2gal
Outside Ca,.er
Outside
Insitle
Corner
�
Inside
Comer
Outside
L
Inside Cod rr,
Corner
Pan #61(a)
Part 061
Part 461
Part 8fi1(S01e)
Par[96B (Astragap
part661"
Pa p11Pan del ( 8(Comer
Part (O.)
Part 120
DIM (In.)
Pad 051
Parts pal(&tf132
Partp61
Recer)
eiv
(Cam.&Fxd Mount)
CER/. OFAM 4292ea
8 a 22
TABLE 3A
Sill Helghtto Max. (+) DP
(Water Infiltration RaI
SIO Riser Height
(+)Design
(Flator BOx,see
Pressure, pa(
Sheal 17)
Flush-14YI
seemte3
Low-2-1Y1•
+40.87
Medium-3-1/4'
460.0
High-V
490.0
SEE NOTES 13
OH LENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as camel! op wily the riarsdo
S.WNOA-No. 17-0420.12
e Plramn Data 02/17/2020
1Hi No. 557CS 'P
o'.
.{x A OF [(7.
fz
771�ONALfiNG1'I
'111111I
NOFRAME °8+10"P-HOOK ANCHORAGE CONSISTS Or:
BEE JAMB (9)P-HOOK ANCHORS, SEE°CS°CLUSTER
.'... REQUIRED ( SEE °C5°CLUSTER MAX UNIT WIDTH DETAILS, SHEET 10
SPLICE Qo PERPENDICULAR TO GLASS SEE °C5"CLUSTER DETAILS,
EXTERIOR ) A DETAILS, SHEET 10 FOR FORASTRAGAL
NOTE, PLANE SEE TABLE SHEET REOUIRES'CB' SHEET IO FOR INTERLOCK
THIS POCKETS AND INTERLOCK CLUSTER, SEE 24' MAX. O.C.
(10) P-HOOK -_ \ PANEL WIDTH -- °
SHEET BEE POCKET \—"1 DETAILS,SHEETII j
r --___ _
JAMB MOUNTING I
z x
..,%; INSTALLATION, ADAPTER S"MAIL
•'
�°Y7 x xxx
x
xxzz
z
THIS SHEET ANCHORS MIDWAY i
La•MAx.
x x
x I xx
>`•.:i' &SHEETI4 BETWEENP-HOOK I
o�
ANCHORS & AT 3"
':•:: �.'..( �OBOTTOM
o
�oI
x c FRAME
1� 14•MAX O.C. I
�,
•'MAX
ANCHORS
4.051'
' TO OPENING I'gY
EDGE OF POCKET SEE I , . 1
ioi_ 1
114*n
C)®=P-HOOK
C)
I ®
INSTALLATION I Q I I
O.C.
A
ANCHORS
DETAILS'Jc'&'Kc', Io>,�,gg
I I
i
Z
END PANEL SHEET I4&PART°6
io�
�D=P-HOOK
MOUNTING
'J' ANCHORAGE DETAILS&'K', ry ) I®1
1'MAX.
O.C.
(2 ANCHORS) SHEET 19 FOR I 1-,.'1
i
joI I—T
ADAPTER
'ANCHORS
P-HOOK �_____s
•+2' _
ANCHORS
ANCHORAGE
° x x
z x
z
x x x
x
z
ANmPmFL
CHORAGE
ACHB RAGE
(SEE SKETCH BAx., T)�•+2•
CENTERLINE 9"MAx.•TYP.
x xxx
,�"✓Y
x •
�v
OF PANEL I
ANCHORAGE
ANCHORAGE
ANCHORAGE
P MAX.
EXAMPLE: 6-PANEL. 2TRACK 90°OUTSIDE CORNER - PXXIXXO-EXT MOUNT POCKET ANCHORAGE PLAN
2 04°
O.C.
48 x9fi NOM.PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET B)
ANCHORAGE EXAMPLE NOTES:
1 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
48'
JA
IT
ELM
CENTERLINEOF QUANTITIES SPECIFIED IN TABLES I� SHEETS",
NOM.
INTERLOCK HEAD & SILL: 8°MAX FROM FRAME CORNERS.
PANELSEECS"CLUSTER
USE SPECIFIED CLUSTER FROM APPROPRIATE
WIDTHFORDET
S, SHEETS 6-8 AT EACH
TABLSTRAIGHT
a
INTERLOCK AND CORNER LOCATION,
FORINTERLOCK
PLUS SPECIFIED QUANTITY OF ADDITIONAL
'+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
3.5"
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
L
21'
MAX
O.C.
L_
e• MAX
4 PAIRS OF
ANCHORS
96" (TOTAL8
UNIT 21'MA1C ANCHORS)
EIGHT O'O' PERJAMB
x •� (SEEJAMB
DETAIL
BELOW)
'✓ V EM PANEL
B•I ANCHORAGE(SEE
�, •.2• SKETCH BELOW)
rB.
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
EZIE_�IOR HEAD OR SILL IF SPLICE
CT
OCCURS AT THE P-HOOK.
1
PRODUCT REVISED
as complying with the Florida
1
Shoals, ado
NOA-No. 17-0420.12
5.84"
6nPin0on Dalg0211712020
I ..11 ,
CENTERLINE - JAMBS & OOK) U fL 8° MAX FROM BOTTOM, ES MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR
DFPANEL 2 O.C. OKHOOK) UTDETAIL ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6$. SEE �2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
REgUIRES +2°ANCHORAGE ANCHOR PAIR
CENTERLINE SEEILS°CLUSTER CEMERLINE END PANEL
CS° CLUSTER, SEE I..� DETAILS, SHEET 10 ANCHORAG
DETAILS, SHEET II I INTERLOCK FORASTRAGAL ASTRAGAL (2 ANCHORS) 8. I.--
4.051' —� I I �I 1 I-•— 35- - 1 � I MAX
l� CENTERUAW ,+2"
OF PANEL 3
HEET 11 FOR OTHER INTE
r ..6A!/)IL&9398
SG m
Imo. CENTERLINE
OF PANEL 5
9 - 22
a}:' No.SWOs
ASTRAGAL OR {...SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION S'DIAG.
2.0
INTERLOCK-- IF NEEDED INTERLOCK-1 CONDITION, USE INTERLOCK --[—IF NEEDED 2.04' -
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I
3.5" 1'T� EXTERIOR 8' DIAG.
T 7' 3.5' E
1.75' Ems-MAX4"DIA °01 G MA
O.Q TIOOR
2.04• F -2.04" 2.04• [1j
21"
5.64" MAX.
EXTERIOR 3'Sv 7• EXTERIOR 4-DIAG. ,r EXTERIOR 7" 3.5° O.C.
F1 �1, 7" 6' MAX.
V 2-TRACK FRAME HEAO/SILL `� 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 5.64'
Cal ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK r-2.�pCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED,'04') ANCHORS ARE REQUIRED, -CS-) ANCHORS ARE REQUIRED,'C61 ANCHOR PAIR 6'MA%.
ASTRAGAL OR SPLICE LOCATION
INTERLOCK--1—IF NEEDED
CENTERLINE I
EX nR°N%tJ8
V 3-TRACK FRAME HEAO/SILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
ASTRAGAL OR I�SPLICE LOCATION
INTERLOCK -I IF NEEDED
CENTERLINE I
4-TRACK FRAME HEAD/SILL
,QASTRAGALORINTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4")
ASTRAGALOR (FORSPLICE
INTERLOCK CONDITION. USE
-
CENTERLINE I "G6• CLUSTER DETAIL)
3.5" —
2.04'
4.08°
EXEERIOR 4' DIAG. EXi -RK
F7 7e FF77
V 3-TRACK FRAME HEADlSILL V
Col ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C5")
ASTRAGAL OR II (FOR SPLICE
INTERLCONDITION, USE
CENTERLLINEINE I ! "C6-CLUSTER DETAIL)
—•il 3.5'
ASTRAGAL OR I— SPLICE LOCATION
INTERLOCK IFNEEDED
CENTERLINE 4DVG..
2.04_
'-
7'
21'
MAX
O.C.
4' T-
---.4 3.5' F'
3-TRACK FRAME HEADISILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C8j
ASTRAGAL OR (FOR SPLICE
INTERLOCK- j CONDITION, DO NOT
CENTERLINE USE THIS DEI
3.5- i
M�Emwofl
4"
R�I
v 4-TRACK FRAME HEAD/SILL fl
CASTRAGAL OR INTERLOCK OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C5')
GFRI.OF,IaNII]9ID9
2
6' MAX
I 4-TRACK
6" DIAG. FRAME JAMS .
ANCHOR PAIR
C57—
ANCHORS MAY BE INSTALLED
_ EITHER IN THE E)(T. OR INT.
TRACK (INT. SHOWN)
NOTES:
564" 1. ALL DIMENSIONS SHOWN
ARE BASED ON MN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET 9
I 3-TRACK FRAME JAMB
'
ANCHOR PAIR
PRODUCT REVISED
FOR SPLICED
Bul mng LTNd4ewlm tho Flornaa
0
CONDITIONS ONLY:
NOA-No. 17-0420.12
4-TRACK FRAME HEAD/SILL
(ASTRAGAL OR INTERLOCK OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
10 a 22 1PGTO130
TH i/ NO.58705 •• r
?o'u s n /S IW...-0,
S10NALtENG.��.
ALY M¢IPR. PE
R. mm
2.04' 2.04• _ — "e RIOR 2.04' INTERIOR 2.D4' '♦1"ANCHOR
!M ROR IWERKIR
?4-DIAG. ?4-DIAG.8.84° 7"
8.72' 6.12° 3.5°3.5'
INTERIOR IWERIOR 7
80 3. 3 IWEAlO 1 • INTERIOR 1 CENTERLINE
exrsnron am 4' DIAG. 4" DIAG. OP PANEL
3.5' • 4. 3.5' 4' 3.6' 3
q '+2'ANCHOR
2.04" EXTERIOR 2.04° 7" 2.04° IXTERiOR 4^ 2.04' T
EXTERIOR RI- 8.94'
2.04'
GO'CORNER 90° CORNER 135' CORNER 135' CORNER 4• DIAG.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3 5. I
(USE WHERE 4 CLUSTER (USE WHERE 5 ORS CLUSTER (USE WHERE 4 CLUSTER (USE WHERE S OR 6 CLUSTER I CENTERLINE
ANCHORS ARE REQUIRED.'M ANCHORS ARE REQOIRED,'CB') ANCHORS ARE REQUIRED,•OD ANCHORS ARE REQUIRED,'C6•) 1�OF PANEL
4.08"
WM16O
EXTERIOR IWERIoa
4.08' '+1'ANCHOR •+3•ANCHOR
4" 7.41'
INTENOR 3.5° INTERIOR
90° 7- 135' 2.04°
3 a oR 4' DIAG.
3.5'
4.08" 5.37 D G. 4.OW 6.37^D G. 7' 7' CENTERLINE
CENTERLINE CENTERLINE
E%TENOR 3.5" 4- 3.5' 4 OFPANEL 2-TRACK FRAME HEAD/SILL
7° Ex_ TERIOR 7" 4" INIkR ON INTERMEDIATE ANCHOR LAYOUT
90•DORNER exTERtOR ALL "+2"ANCHOR
3-TRACK FRAME HEAD/SILL 3-TRACK
13F CORNER n ViEWS
TRACKFRLUSTERAME REQUISILLIRED
V
('CB'ANCHOR CLUSTER REQUIRED ('C6'ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) ATALL 3-TRACK CORNERS) 4'DIAG.
PRODUCT REVISED
as mplYlng with the Florida
43.51
INTERIOR 2.04° NOI� ORtle 17-D420.12
1T 3.5expiration Data 02/17/2020
EXTERIOR 6.88^ CENTERLINEIRREIt1OR OF PANEL ey
3.6. 136' •+3•ANCHORmlami-oatl retluat OeaM1R14- 7' .04'6.6 12' 3.5°7"2.04'3.5' 4' DIAG. 4" 3.5-
-MDR 2 �. CENTERLINE pLYN,y
90•CORNER F`OF PANEL J� 0...........47/
135' CORNER •' JDENSF �(
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL P •
('CB'ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT =�': N0.5B7p$
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS)
NOTES: (3-TRACK SIMILAR)
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Flom2. rEawawcrwwE wee..
IDENTAILSICAL DEPFOR EXTNCHOR ERIOR
OR INTERIORTY
ND CORNER
WOULDBE MyEweE, Etatais Je ANCHORAGE, EXAMPLE CLUSTERS
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. fFtllraafeoo rm
JA y o NO CHNlOESTNISSHEET. �^ SERIES GE,
SGD-LM IMPACT
JRr a1W14 I� NL�� SGUT7o NTS 11 + 22 PGT0190
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR 2.1116°'
4°
MAX
SHIM
2X WOOD WOODANCHORTYR.
TYP.,SEEANCHOR SEEANCHORNOTES
NOTE 3, SHEET &TABLE A, SHEET
2-TRACK FRAME HEAD
w WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE AN*DISTANCE
TYP., SEEANCHOR
&TABNOTE 3, SHEETI
SEEANCHOR
DTE 5, SHEET
1 (1/4° MAX)
EXTERIOR
EESEE TA1EMBEDBLE A. SHEET 1
2-TRACK FRAME SILL
oa WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET
2X WOOD
TYR, SEE ANCHOR —
NOTE 3, SHEET 1 r
EMBEDMENT. SEE TABLE A, SHEET
EDGE DISTANCE:
SEE TABLE A. SHEET 1
2-1A6° •
1/4'
MAX
SHIM
2X WOOD /WOOD ANCHOR TYP.,
TYP., SEE ANCHOR L SEEANCHORNOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
%3-TRACK FRAME HEAD
ew WOOD INSTALLATION
WOODANCHORTYR, - 2XWOOD
EMBEDMENT: SEE TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET i
2-1/16°°
METAL TYR, /SMS ANCHOR TYR,
SEEANCHOR L SEE ANCHOR NOTES
NOTE 4, SHEET &TABLEA.SHEETI
4-TRACK FRAME
tiv METAL INSTALU
SMS ANCHOR TYP.,
OR SEE ANCHOR NOTES TYP., SEEANCHOR SEE ANCHOR NOTES
SEE &TABLE A, SHEETI NOTE 3, SHEET SEE &TABLE A, SHEET
ANCHOR ANCHOR
NOTES NOTE 5,
4
SHEET7 I SHEET7
(1/4°MAX) - -"�' J. (t/4"MAX) '
EXTERI EMERIORT
2.m 3 2-
EDGE EDGE DISTANCE:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A, SHEET 1
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 -`I
F24116"
EDGE DISTANCE: 2X WOOD
SEETABLEA,TYP SEE ANCHOR
SHEET7 NOTE 3, SHEET1
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET I EXTET7RIORV I/4°MAX. SHIM!I---2-TRACK FRAME JAMB
WOOD INSTALLATION
WOODANCHORTYP.,
SEE ANCHOR NOTES
&TABLE A, SHEET 1
1/4°MAX.SH
C ,05AM cY91A5'
STANCE:
LE A,
ETI
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4° 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN, ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PERTABLE A,
SHEET 1.
• DIAGONAL O.C. IS
MIN 4' (HEAD & SILL)
OR 6' (JAMB) SEE
METAL TYP DETAILS, SHEETS 10 & 11.
SEEANCHOR
NOTE 4, SHEET 1
MIN. OF 3 THREADS BEYOND
01 II THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
4-TRACK FRAME SILLMETAL
INSTALLATION
EMBEDMENT: SEE
PRODUCT REVLSEDDUCTE the Dtl4o
NOANNOA-No. 17.04211.12
Expba6oR Date 0211712020SEETABLEA,METAL
BY
TABLE A, SHEET7
EDGETABLE .
NP., SHEETI
SEEANCHORNOTE4,SHEET12-1/16'°SMEANCHOR
TESSEE ANCHOR NOTES&
TAB
`MIN. OF3THREADS
1,11EXTERIOR
�`,qY LYN4SL_METAL15
SEYONDTHE
SUBSTRATE
1/4°MAX SHIM F-
= TF No.5Bryu4-TRACK
FRAME JAMBMETAL INSTALLATIONVC,0
'� F,'-•.A,?ORIONEFRIES
VCHORAGE DETAILS
770ALUM. SGD-LM IMPACT
'SYONAL Ey
IA.LYNRf.VILI.�Rf
12 d 22
PG70/90
C
PEa5Hl05
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A. SHEET I
EMBEDMENT: SEE TABLE A SHEET I
NOTES:
EDGE DISTANCE: SEE
CONCRETE*SEESEE
EDGE DISTANCE:
EDGE DISTANCE:
TABLE SHEETI CONCRETE
SEE TABLEA SHEETI CONCRETE
SEE TABLE A, SHEETI
S OWNAENSIONS
SHOWN ARE BASED
PERTABLEPER TABLE
0. SHEETI2-1/,6
2-i/16" PER TABLE
21li6
ON MIN. ALLOWED.
A SHEET 7
A. SHEET 1
1/4"
• DIAGONAL O.C. IS
EXiER10'•
4
MAX.a,.,
I•;J):
SHIM
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1/4' E RIOR
I
DETAILS, SHEETS
SEE TABEET
�'
�PROPERLYCRETE
10 & 11.
ISHM
SHIM
ANCHOR TYP., PROPERLY SEGUED IX CONCRETE ANCHORTP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP.,
WOOD SU.,ANCHOR NOTES&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES'&
WOOD BUCK P.,SEE SEEANCHOR NOTES&
ANCHOR NOTE 3. SHEET 1 TABLE A, SHEET i ANCHOR NOTE 3, SHEET i TABLE A SHEET I ANCHOR NOTE 3, SHEET i TABLEA, SHEET I
NINSTALLATION CK FRAME
FRAME HEAD
®
COC TEE INSTALLATION
®N
CCK
ONCCK ETEFRAME
INSTAEWCOCRETE
CTION
CONCRETE ANCHOR TYP., PROPERLY SEGUED IX CONCRETE ANCHOR TYP.,
SEEANCHOR*1ANCHOR
TYP., SEE SEE ANCHOR NOTES&
TABLE E 3. SHEET I TABLE A, SHEETI
SEEANCHORSEEANCHOR
NOTE 6, SEETNOTE 5,
1 (I/4' MAX.)]SHEET,
(1/4'MAX.) _EMMOR EMMOR ' • 9 �'2-1/16" -
PROPERLY SECURED IX
WOOD BUCK TYR, SEE
ANCHOR NOTE 3, SHEET,
SEE ANCHOR
NOTE S.
SHEETI 1
1. (114'MAX)
CONCRETE ANCHOR TYP.. PROPERLY SECURED IX
SEEANCHORNOTESB WOOD BUCK TYP., SEE
TABLE A, SHEET 17 ANCHOR NOTE 3, SHEET I
EXTERIOR 1
�2.1/19°•
EDGE DISTANCE: CONCRETE EDGE DISTANCE: I _ _`i"rVUNUHtIt EDGE DISTANCE:
SEE TABLE A, SHEET I PERTABLE SEE TABLE A. SHEET I SHEET PERTABLE SEETABLE A SHEETI
EMBEDMENT: SEE TABLE SHEET I A.SHEETI EMBEDME
A NT: SEE TABLE A. I A,SHEETI EMBEDMENT: SEE TABLE A SHEETI
02-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEETI —~
EMBEDMENT: SEE II
TABLE A SHEETI -�I t EDGE DISTANCE:
EDGE DISTANCE: PROPERLYSECURED BEE TABLEA
EMBEDMENT: SEE CONCJCMU ANCHOR SEE TABLE A. IXWOODBUCKTYP., SHEETI
TABLE SHEETI 7�--E TYp„SEE ANCHOR — SHEETI SEE ANCHOR NOTE 3,
PROPERLYSECURED---__d11111,tff111gtlll{fff;IIII,AAAIII}c}I}I}I{.11IE SEE TABLE A. NOTES& SABI >1 21/1B" SHEETI
1X WOOD BUCK TYP..
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TYP.. SEE ANCHOR
NOTES & TABLE A,
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A. SHEET I
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Cx CONCRETE/CMU INSTALLATION
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SEE ANCHOR NOTE 3,
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EX_�TE'RLIOR
v 1/4' MAX SHIM
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A. SHEET,
PRODUCTREVISED
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R0"- Ee 17-0420.12
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CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A.
SHEETI CONCRETE
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OR CMU
ORCMU
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n 0.SHEEi1
A, SHEET 1
V
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4-TRACK FRAME JAMB
=�
ILLATION
Ic CONCETE/CMU INSTALLATION
,A
Wd m I NTS 1 13 s 22 1 PGTO130
No. 5670S
INSTALLATION DETAILS
NOTES:
1. ALL DIMENSIONS
FRAMEJAMB
SHOWN ARE BASED
REQUIREDATALL
_ 2.693'MIN.
ON MIN. ALLOWED.
INSIDE POCKETS
EDGE
EMBEDMENT: SEE
TO PREVENT
DISTANCE
2. FIGURES ON THIS
WOOD FRAMING TABLEA SHEET
P-HOOK MOUNTING ADAPTER WATER
'�°•
SHEET ARE FOR
WOODANCHORTYP., INFILTRATION
'•
CONCJCMU
ILLUSTRATIVE
Oo o
SEE ANCHOR NOTES
''
ANCHOR TYP., SEE PURPOSES ONLY. SEE
EMBEDMENT:
& TABLE
ACHORNOTES&,
TABLE A. SHEET I FOR
SEE TABLE A,
(ALSO SEE TYP.
TABLE A, SHEE77
ALLAPPROVED
SHEETI
ILLUSTRATION, SHEETS)
"L.
1-114'MIN. EDGE DISTANCE
SUBSTRATES.
DISTANCE: SEE
CIO. H:'•,"!' 2�'._1.; :f�
F.%1ew0a
3. SEE TAKES I-3.
ABLE A. SHEET 1 EMBEDMENT:
'"` -° l; :•,,•;
SHEETS 6.8 FOR
28
SEETABLEA,
'';;i �r':�a';'(`�'e.-,•,•..r _•;:
P-HOOK MOUNTING
REQUIRED P-HOOK
EUlewoa SHEETI'
•"
•`1,'.:"_.•(` 1
ADAPTER CONCJCMU
AND P-HOOK
PHOOK WOOD ANCHOR TYP.,
n
';^�'-"
ANCHOR TYP., SEE
MOUNTING ADAPTER
SEE ANCHOR NOTES
V P-HOOK
`+^�' ":=�• "•":I
ANCHOR NOTES STABLE
ANCHOR QUANTITIES.
&TABLE A. SHEET
CONCRETE OR
EMBEDMENT: SEE
A, SHEET 1
ALSO SEE EXAMPLE
' (ALSO SEE TYP.
CMU PER TABLE
2.693'MIN.
TABLEA,SHEETI
(ALSO SEE TYP.
ON SHEET 9.
ILLUSTRATION, SHEET 9)
A,SHEETt
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
. ®P-HOOK FOR USE WITH FLAT SILL RISERS
P-HOOK FOR USE WITH ANY
SILL RISER
PARTS 918, #20, #22 OR
424,
IS PARTS #18, #20, 022 OR #24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
CONCRETEJCMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES IA, 2A& 3A MAY ALSO BE INSTALLED IN
(SEE TABLES IA, 2A&3A
MAY ALSO BE INSTALLED
IN
FORWATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIORCONDITION
METAL TYP.,
P-HOOK MOUNTING
SEE ANCHOR
EMBEDMENT: SEE
P-HOOKMOUNTING CONCRETE OR
EMBEDMENT: SEE
ADAPTER CONCJCMU
NOTE 4, SHEET 1; Imo--
TABLE A. SHEETI
ADAPTER EMS CMU PERHEELE
TABLE A. SHEET
ANCHOR TYP., SEE
MIN. 0F3 THREADS
ANCHOR TYP., SEE A. SHEETI
ANCHOR NOTES&TABLE
BEYOND THE METAL
ANCHOR NOTES
`""^
SO
SUBSTRATE
&TABLE A. SHEET
Se EMBEDMENT:
!;! <
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( SEE
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-„'
ILLUSTRATION,
ILLUSTRATION, SHEETS)
PRODUCT REVISED
ILLUSTRATION,
......lytne wlN Na Floritla
auOalne Coan
EMBEDMENT:
SEE
SHEETS SHEET 7
`
2a
xoa-xo. 47-0420.•12
TABLEA,
SHEET 7
GE DISTANCE: SEE
ABLE A, SHEET 1
. r :,
Y -
7-014' MIN, EDGE DISTANCE
B>tplmtlon ua1a02H712020
/
30
aF
Mlnm-0 oPro c Control
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SEE ANCHOR NOTES
a TEWOR P-HOOK CONCJCMU
EXTERIOR
&TABLE A. SHEETI
n ANCHOR TYP., SEE
V
T7
v
(ALSO SEE TYP.
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ILLUSTRATION, SHEET 9)
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A, SHEET 1
2.693' MIN.
EDGE DISTANCE (ALSOSEENP.
EDGE DISTANCE
-
ILLUSTRATION,
SHEET 9)
®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS
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PARTS 919.#21. 423 OR 026,
Kc PARTS #19. #21,923 OR#25,
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NOTES: SHEETS 12 & 13
1)SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE OP/ANCHOR
TABLES, SHEETS 6-8 FOR MAX
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
2) (1) LOCK (TTEMS 75 & 107-110) AT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAMEJAMB
ORASTRAGAL
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK
COMBINATIONS PER OP/ANCHOR
TABLES.
SILL DETAIL D', SHEET 18;
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'DW &'De, SHEETS 12 & 13
PANEL CORNER
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MAX UNIT
WIDTH
MAX. MAX UNIT WIDTH
DLO NOM PANEL WIDTH
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1
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TYPE 'QS' 'AS' TYPE SHEET 19 & CORNER
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TAB 1� 73 JAMB DETAIL'0T, SHEET /-
X 18; INSTALLATION DETAILSLJ
'GW & AL SHEETS 12 & 13
90- DLO WIDTH = NOM. PANEL WIDTH -7'
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STRUOTUR4
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Part9
Description
Material
124
Kommedirg 4SG TPS Spacer System
125
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see this
126
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127
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CONFIG. EXAMPLES INTERLOCK DETAIL
M', SHEET 19 OPERAF
91— 1�r—INSTALL
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—SHEET 18; INSTALLATION DETAILS'LV& 18; INSTALLATION DETAILS
DETAILS'GW &'Ge, L2, SHEET 19 Ave &'Ae, SHEETS 12 & 13
HEETS 72 813
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-&l INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13
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U
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'GW 8'Ge, SHEETS 12 & 13
la INTERLOCK DETAIL
'M', SHEET 19
80' OUTSIDE CORNER
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SHEET II
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'CV &'Cc', SHEETS 12 & 13
\ PRODUCT REVISED
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!Plratlon Dare02N712020
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F FRAME SILL
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NOA-No. 17-0420.12
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EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
LLI``2
rOO
®135' OUTSIDE CORNER
Ot 2-TRACKSHOWN
NVGVICE a 3cv6
1944149PIM
CfRT.OFAUIH. ✓/i9A3
«ems w°a�
INTERIOR
IXT[RiOR
®0
135' INSIDE CORNER
2-TRACKSHOWN
90'
E%TERIOR
MER OR 7
BD OR 81
®INTERLOCK
M
5
tt
' ITEM 961 (HEAVY-DUTY
5-1S��u-0
STILE) SHOWN, ITEM#60
(STANDARD STILE) ALSO
INSIDE CORNER
APPLICABLE, SEE TABLES
090'
2-TRACKSHOWN
1-3. SHEETS S-S FOR OP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
31 OOK PART
L�...—..�)
as COMPIAnn with the FloAda
Ou11Ele,O d.
NOA-No. 17-0420.12
)ALUM.SGD.
AfTS1 19,22
4 IMERIOR
* j Nq 63703
IFS' �ALORIOp, � �
S;ONALItiN1
A. LYNN MILLER PE.
P.EDE3)OS
NOTES:
i) ALL ALUMINUM = 6063-T6
2) ITEMS # 3339, 56-59, 66. 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR 013 REQUIRES
MIN. 910 SMS OR 3/16' MASONRY
ANCHORS @ 24' MAX. O.C.
PRODUCT REVISED
ea 4:amplYing with Me Florld.
nnamp Co
Noa-No. 77-0420.12
E.P4anon Oatn02/17/2020
e7
MlAmi-0a ratluc Gonbol
51\\\I11111 /Il2l
_ No. 58]05 •.P
1WPIELMVOLIMiYU/1IV£ >pm• �0� •.. a 't
x vEN/CER912M PARTS LIST•'•ORIOPiii,:'G��'�:
(BFg48613w •,/S�ONAL EN1 ��
m31T.OFAIf/]LaB98 SERIES 770 ALUM. SGD-LM IMPACT nuu\"`
xwypyl ja¢°aNrtz ® 4.rwe — a.. A. LYNNMILLER, PE.
4uA•«me scwm 90a1]p NTS 20 122 PGT0190 C P.Ex56]BS
Item
0wG #
PGT#
Descripti
JR
7
OMSn]
a.
C
NO OIPNGEs
Pus SHEET,
m1^aP
JR
a¢
16'f0/14
on
1
now
e1T3w
z-TRACK HEAD
2
1T9w
Bn3w
2-TRACK HEAD WRH SCREEN RAL
3
1TJw
Gino!)
ITPACK HEAD
d
i1312
0f7312
4-TRACK HEAD
5
IT314
017314
FRAME SCREW COVER
0
1]3/T
,0173R
FRAME HEAR/AAMB ADDON '
7
t]301
OIT3w
2-TMO(6LL
8
1J30/
B1T301
2-'IPACK SLL Y✓fM 6CPEFN RAIL
9
173m
O113W
3-TRACK SRL
10
11310
617910
9--TRACK 50.L
it
17313
811313
FRAMESLLTMGC WBFAT
12
11315
817315
FRAMESLL SCREEN ADDON (SEE NOIE 3)
13
iT310
617310
FWU9E9LL SCREEN ENOAODONISEE NOlE 3)
14
n3w
2-JRACK JAMB
15
17302
2--TRACK JPMB WIRI&(g1EEN RNL
18
1]308
1TRAp(JAMB
17
17311
1
4-'IM(M JAMB
10
1r322
BILL RIBEH-FIAT, FLUSH, 1-12°
19
iT3f9
ISUR�-00KHM-li'v-
SILL RESELL -BOX PLUSH. t-f!C
20
n321
1
6LLR5ER-FIAT, lOW, 2-fA+'
21
17310
SLLR6ER-BOX IDW, 2-1!C
22
17355
SILLRBER-FIAT, MFDNM, 3-1/4'
23
11354..
SLL RLSER-BOX MEDIUM, 9.1/4'
24
ti323
SILL RIBFA-FLAT, HIGH, 4'
25
+]920
SRLRGOt-BOX HIGH, 4'
2fl
17333
01J333
POCKETPNOOK
27
]Om
81010
NEOPRENEBULB WSIP FOR PNOOK
20
17331
617334
POCIOiT PHOOKMWNr
29
1T3w
B1T395
PJIOOKCOVER
30
17348
e1]a18
POCKET P4100K FOR Box RLSER
31
11310
Bn3]8
135 CORNER
32
iJ310
nl'm]e
135 FBED MOUNT
ITEMS IOSJ
ARE SCREEN PARTS:
10
4319
012258
SCREEN SIDE RAL•LOCKSiLE
4+
nocKVJcsK
scREEN Loc%sEr
42
/Ifl10
SCREEN KEEPER SPACER SET
13
8152
fi8152
SGPEEN IMERLOQ(ADAPTER
44
44w
0112B
6CREEN DOUBLE NTFJiLOCK
45
4317
812258
6DPEEN TOP RAIL
48
4310
8f225]
6CPEFN BOTTOM PNL
!7
fifi0 ,
]SRA2
STANDARD ROILEq
40
688
JSRA%
STANOARDROLIER-bT. STL
/B
43N
84341
SCREEN ASTMOAL
EO
f]319
81]349
OM SOIEEN ASTRAUAI. ADAPTER
5+
1692
81092
SCREEN 6PLWE-.1w'
52
1881
01099
SCREEN SPLNE -.160'
53
81816C20
SCREEN 0.0TM
&
1T25
12'%4•%1/IB'SET. BLocK NEOPgENE es+/d
55
1]R
1'X4'X1/1B'SET. BLOCI(NEOPRENE w+/S
Item
DwG #
PGT#
Description
SO
11325
81]Y25
PANEL SR.E
B1
n320
61T328
PANEL ST0.E piFAVY OLr11T
82
n32T
Bn327
NTERLOCKADApNR
w
1225
6TP218
VWri BULB WSTP.-iHw(wSDE WIEm.00Kj
01
t]2B
T1729
SLL ENO WEATIERSIWP PAD
Bs
17az3
Brava
w1ERLoac scREwcovER
67
iT329
B1T329
ASTRAGAL
8B
IT999
811339
I�AVV DUIV ASTPAGAL
fig
1]324
81T324
TOP B DOTTON RAG.
70
1]350
IIT350
WEAIHERSIRP FJOENSDN N4JECT%]N MOLDED)
]1
1895
]f895
1-1?%1'XY4'HGH Hill SEAL WBTPLUG9 '
T2
8153
JB153%
TANDEM ST. BTL ROLLER ASSY.
)3
0153
]8153N
TPNDEM NYLON ROLLER PSSY.
T4
SILICONE
OOW4199, DOW5950R GE-JJw
13
efw
T8185%
GBANIMORTK:ESPLY WILL LOCK WhONO TRIM PLATE
IB
]1D32%1FPF%
UIDJ2 %1•FL SS SOIEW WI TYPE'F'TN '
n
r1wz39
16a2 s1EEL zwc uNur
]9
1)wi
81Ta5]
1'13 BEAD
80
1T359
elT35g
)/18•BEAD/FOEO PANEL CLP '
et'
1T380
81]3w
B'i6'0EA0
0?
1Y24
BIP24]K
NwriBInN WEA1HERSlRIP
w
e1]15
1I45
LDYJE ND,V2'%1/18.6GL fiDEAOH. WE, POLYETH.
t0D
8052
4B052
ROLLER AD4 HOLE PLUS; '
tw
]208]
49MB BUMPER '
tw
1690
]1w8
WSTPWD
1w
8180
J81BBX
1'KEEPER
101
B53
TSOKEEP
SCREEN LOCK KEEPER
1w
1)3d4
B1]34s
FI?ED PANEL 0.�-0•LONB
1w
1T1V
BI]352
FDED PANEL PEFAWER-MIB'
t0T
1)39
Tn39
HANDLE KR-NIERMR RAISED WII111HUM8 TURN
f00
1]40
]1140
H4NDIE KB-IUBEO DQERNIRMANRE
iw
1]3t
T8162SN
INNDLE KR-RECESBEn MFatWR WRH 11MMBTURN
110
1]32
J81]0
IUWOLE KP-RECE65FD F30EI1MR PULL
ilt
]10%14PPSOAX
810%14•PM:PR TEH -S.S.
112
1235
8)S18
WBTP, 90X.1]0•FW SEAL
113
-Ti-4
1]i2
040w
.10]°X210°PNSEAL
]10%115PPX
p10X1-12'
115
]1D1PPT
BIO%1'
110
T2Dq%
tl14-20X 1'S.S.
11]
M0X112X
BI420X 1-1I2•5.6. '
118
tT3]0
B1T33B
90 DEGREE WRNER RECENER
119
1T331
B1T33J
90 DEGREE OUTSDE CORNERASIRFOAL
120
1]330
B11T330
90DEGREE wSDE WPNER ASTRAGAL
123
1)352
BiJJ52
FBEO PANEL RETAWER T/B'
5.089' 8.562•
0.08"
1.211' 1.505"
0.081• 2-TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-TB AL)
FT7-rT-m --,
1.211°
0.081' O2-TRACK HEAD W/SCREEN TRACK
(6063-T6 AL)
I9 ^ 0.020'
0.080'
1.505"
O3-TRACK SILL
(6063-T6 AL)
7.t05' -
6.221°
0.080•
7 211°
1.505'
0.081'
O3 3-TRACK HEAD
OB 2-TRACK SILL W/SCREEN TRACK
(6063-TEAL)
(6083-TEAL)
9.142'
4.49'
0.080•
1.211° 1.505-
7F
0.081- 4 4.TRACKHEAD Oi 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
514°
0.08Y
1.260° 0.!
0.080° 1.578'
OFRAME HEADNAMB SCREEN FRAME SILL SCREEN
ADD -ON 12 ADD-0N
(6063-T6 AL) (6083-TEAL)
REQUIRES MIN. 410 SMS
OR 3/15' MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24• MAX O.C,
0.080'
0.760•
1.990"
DFRAME SILL SCREEN
u END ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16• MASONRY
ANCHORS @ 24• MAX O.C.
(w0uofWa
cwr.oruOxsmFe
18 3-TRACK JAMB
(6063-T6 AL)
1.872'
0.062'
1.019'
0.081°
SCREEN I
40 STILE
(6063-TB AL)
5.069°
(�- 1.045•
1ss o.oez•
LIP-
14 2-TRACKJAMB
as SCROP EEN
TRAIL
(fi063-TB AL)
(6063-T6 AL)
9 4-TRACK JAMB
(6063-TO AL)
1-^ 0.875'
v 1
"93'
L 0.062°
8SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
es complying witp Ne Floritla
.nm.9 coax
NOA-No. 17-0420.12
E plr.Non nat.02117/2020
TIM
No.58705
I In JR I W&14 mmg p� _I_ ,°urI V- I S no I A/7$ 2� +22 ICY PGR1130 I C I AL R. 95887M pE
0.718' -y Imo-- -�j 0.83°
0.752• 3.802° -+� 2'3 0.752' -+{ 3.602' -+1�
O.O6Y � 0.574' I 0.796' I 1.163'� I 0.885°
0624
-LIZ
FRAME JJJJJJ 0.080' SILL 0 UP -HOOK MOUNTING P-HOOK
0.075° 0.233' K SC
5 11 - z8 P-HOOK zeREW
SCREW COVER OTRACK O- O ze_ 30 P-HOOK FOR BOX RISER
(6063-T6AL) (6063-TEAL) (6063-Tfi AL) 6063T6 AL COVER 0.080' 6p63-T6AL
( ) (6063-TB AL) ( )
.155' 2.30
0.011"
0.830'
244' - 1
31 135' CORNER
(6063-T6 AL)
1.488'
.080' 1.870-
32 135' FD(ED MOUNT
(6063-T6AL)
3.979'
1.04
0.075'5'
0.125^
W STANDARD ASTRAGAL
(W63-T6 AL)
M12S'
00
ea STANDARD STILE
(6063-T6 AL)
0.281• --I 1-
8 HEAVY HEAW DUN ASTRAGAL
(6063-TB AL)
1.003"
0.050'FIXED
PANEL CLIP
0.709'
2.(6063-T6AL)
A2.826-
ap•
.550"
0.8
O0.709' t4JFIXED PANEL
RETAINER 7/8'0.080'
+I
(6063-TB AL)
IF0.080*
.
116 90' CORNER RECEIVER
1�RETAINER. 9/16-
(6053-TGAL)
(SMmT6 AL)
t4'
�1�6I10
01 HEAW DULI'STILE
(6063-T6AL)
1.739' +1
AO.062' 1.303' 1�--
P1.888'I�[
0.325°
O.06Y
e2 IN� es INTERLOCK
ADAPTER SCREW COVER
(6063-T6AL) (606346 AL)
t4.125'
-�j�l�-P04573'-
1.050' (�- 1.Ofi0' (�--
0.062't25
JIJI289' .6045• .045' �-
69 TOPBOTTOM RAIL OGLAZING
78 BBA�
7/1I'GLA"NG
OBEAD,
sl 9/10•GLAZING
(6063-TO L)
FIXED
READ
CLIP
6063-TB AL
( )ning
[PRODUCPAEL
vtle
lH083-TO
AL
( )
-No. 17.0420.12ba6pa
Dam O2M7/202O
He go'OUTSIDE CORNER ASTRAGAL
(6063T6 AL)
MU.. OFADDL/d13B6
SS m
5.621•
0.133'
4•
tm 90° INSIDE CORNER ASTRAGAL
(6063-T6AL)
22 • 22
* i No. 58705
:A