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FEB 01 2019
MIAMhDADE [�T-LucieCounty,Permlmn MIAMI-DADECOUNTY
® T CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786)315.2599
NOTICE OF
www.miamidade.gov/econom v
PGT Industries, Inc. FILE COPY 6UANNED
1070 Technology Drive By
North Venice, FL 3427 �9 D -L ^_D 0 Z I St. Lucie COunty
SCOPE: �Q w. j
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 "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
I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., 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
9 it 17 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 underNOA No.14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.16-0629.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 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.B.
(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, FT1-6001, FTL-6014, FTL-6015, FT1-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzal
(Submitted under NOA No. 09-0826.10)
Jorge M. Plasencia, P.E.
P7duct 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 tinder NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t"
Edition (2014) and FBC-61" Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
Z. 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
"TrosifolO 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-51' Edition (2014) and FBC-611 Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/135e CORNERS
GENERAL NOTES
7)) 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 GLASSTABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATERTST 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, ANSOAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
7)T11S PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE, HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FTL6993, M-6001, FTL6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL6024, FTL6025, FTL6028, FTL-6031, FTL6033, FTL6030 AND FTL-75U
TART F A RFF OFTAIL6 ON SHEETS 4 & 5
OMo
DF
I N.OpOon (O d Rem Ealed. W I.HM4
M
TIIIY LemkWe4:(2) m &IV INS Gb.w .W PVB LM0.7R
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1•lnVmetl l4: VTTBnedm •9HCAk6peeo•T114'ldNnkhk; MIlaeMdlS AIdIGHeev4m.OW CG knmmYcr
•ANM a ANNEALED
916• T EMPT STRENOTAEN®
T=TEMPERED
• .OBO' Tft091FOL®PVB BY MIPAMV AIIERICA INC.
'SG•T.OBP SFNIRYGLPSBBY NURARAYAMEWCA IN0.
DES IGN PRESSV RE MI NO IMPACT RATING
SEETABLES1, 253CN RATED T-ORLMOE85MAI1.
SHEETSG,TBB NWILEIMPAOT RESISTANCE
CODESICTANDARDSUSED:
•201FLORIDA BUILDING CODE ((FCA STH COTTON
•2014 FLORIDA BUDDING CODE (FSC).61H EDITION
•ACTH E
•ANSVMBPA N&PAN
OS2015FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUPL.ADM-aD16
•AISIS1G61
g16 •C 380-10
.m M., C I UP TEDTOFBC2017.REWSECTMII
SECTIONS ............ 18.19
LIST ....................... 20
041) 1 I4W
CERT.C•AUFHp
MUlar
Group
Anchor Type
Fmme
Member
SubWSH
wn Etlge
Dltlpnn
MIP O.4
Dmmnw
Wn.
6nbeMnOnim
MeblTNckneo
A
012 BSSMS,
6',•W kM, F,p W k.0
012410 Be CMS,
ff,' W k.L Fe 110 No
AllBOBST6
Swnhom Pmo (9C•0.55)
Ul-W
TIT
1-L6•
AAvnbwm
de•
Wv
0.090'
ASS St.1
dB'
WIT
(Low
tr. 03 Bbel stutl
SIB•
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O.g6•(1BGo)
114'mw A�mGebw
IYT57 k.l, F,05 knl
A0
Cnncmb mJn 2t2 kel
TW
w
1-YC
Jdnbl P4nek
Mod Block A41I4 CB0
Y
3'
Y
JemblP k
Iblbw Blwk Blk1 CW
Y
3'
1-V4'
AN
9wNem PW G•Q69
1'
1'
1-d0•
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mew eHnbeb)
A0
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C'
7Id
S
ST
W1Y
0.09TT
AW taml
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9116'
11 405P
tr. 3l emeI BIW
Sly'
8116'
0.045. 16Ge
C
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FT165kN,F,p177kH
A0
Ooncmb(m1n. 295 km1
1'
4'
ldlb'
Jpmb/P"
HG1. Blwk (ASW C00)
1'
6'
I-VV
1N'Emn 1AVpGo�
F,T159 kcl, FcT 1TI kM
C4npmmm D
2.12'
1�3/B'
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34d•
4'
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HNG"de - 871d CW
a.1R'
w
1-W'
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114. 410 SS m4A CDO-Fbk®
F, 12T.4 kel, Fe 1MY kel
IGI.ISul
Cwomm m.436k
1•
4•
134'
Jmnb PPi
CacmH rtln.3.35kM
1'
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i4VO
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ma, awR am C00
2-0@
6'
1-114'
M
sGINbm Pire O.0.56
V
1'
1ar
1) WHEHE SUBSTRATE CONDITIONS REDUIRE ANCHORAGE FROM NORETHPN ONE OF THE ANCHOR ORODPS ABOVE,
CHOOSETIEANCHORGROUPOFT LOWESTLETTENFORALLTABLESNT11SAPPROVAL
x1ALLANCIgR HEADIYPESAREMPDCABIE
0) FORSTEEL STUDS,MIN.FU=4SK64 MW WKSL
I
BLOCKVALUES DWYALSD BEUSIDIN HOLLOW BLOCK MOF
5)ANCH 3 THONS.
5)ANCHORSMUST BE OF CUFFICIEMLENGTH 60THAT A MINIMUM OF 3TIflEg0.H EMEND BEYOND METAL 61183TRATE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET
FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12' THICK
PRODUCT REVISED
. wmpi in wIN Ne FIMaa
PROPERLY SECURED, lXWOOD BUCKS ARE OPTIONAL IF UNIT IS
Iw641na
NOA-No. 17-0420.12
INSTALLED DIRECTLY 70 SOLID CONCRETE. WOOD SUCKS
DEPICTED AS 2X ARE 14,7 THICK OR GREATER. IX AND 2X BUCKS
Bapb.tle. pate 02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
r
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
By. By.
p.t cpnw
THE RE6PONSIBILIN OFTHE ENGINEER OR ARCHITECT OF
RECORD S TO BE REVIEWED BY THE BUILDING OFFICIAL.
41 METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
IIIIIIII
NOT REQUIRED, IF USED,NON-SHRINK, NON-METALLIC GROUT,
MAX 1/4• THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
.�•�pNY LYIY/V�Yi,�
SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO
•' A.10EMgF•,'•.!(
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
Mt77L�
SUBSTRATE IS WOOL), 309 FELT PAPER OR MASTIC IS REQUIRED
* : No. E8705 -
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
_'
*'
BY THE AUTHORITY HAVING JURISDICTION.
-
_-p �%
=-O ••_
sauna I NTS I I + 22 1 PGTOISO
CONFIGURATIONS NOTES: '
EXAMPLE CONFIGURATIONS
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX UNIT WIDTH LOCATIONS USING DETAIL'JW,'Je,'KvPOR'Ke INSTALLATION.
MAX. UNIT WIDTH
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
PXXXXp, pXXXX OR XXXXP. OXX(IN POCKET CONFIGURATION
NOM. PANEL WIDTH
NOM. PANEL WIDTH
9 CAN BE OXXXp.
PER TABLES I3
1
PER TABLE513
r ___
; 2)OFANY2STRAIGWHJETRCOOONNFIFGIGUUARTAITOIONSN.S CAN BEACOMBINATION
�Q��Q
MAX. UNIT / 1q Sp
e�
.MAX. UNIT
I i
3) FOR NOM. PANEL WIDTH, SEE TABLES I
/ 9 / ia$ 3.
I
HIGHT
PER TEABLES I3
i s 'X°=OPERABLE PANEL,
PER TEAK S13 1 3
2
I qr
3
33 '0'= INOPERABLE PANEL,
i =POCKET DETAIL LETTER
vort�r
t�t___� /jib--W=WOODET METALINSTALLATION
4' _�
2-PANEL ® 'c'=CONCRETE INSTALLATION
' 1-PANEL
CONFIGURATIONS
CONFIGURATIONS L--SHEETNUMBER
III'' MAX. UNMWIDTH=�
MAX.UNITWIDTH DLO WIDTH= NOM. PANEL WIDTH -7'
GHT UNIT
OLD
—i�-� 1 s I
NOM. PANEL WIDTH 1 I
PERTABLES 73
' NOM. PANEL WIDTH _ PANEL HEIGHT O RUNIT HEIGHT
PER TABLES I3 t PANEL HEIGHT=D00R UNIT HEIGHT-1.866°
_ ------
I t '
fh PER
PERT , 9 i ;g FpN' MAX. UNIT
MAX
. UNIT
1 I§2% HEIGHT
HEIGHT
AB S13 � I TABLES 13
I
3-PANEL CONFIGURATIONS -
MAX UNIT WIDTH
NOM. PANEL WIDTH �Ls/�s/
PER TABLES 13 _t—
t
MAX UNIT 9
HEIGHT
PERTABIf LES 1-3 /
J�
5-PANEL CONFIGURATIONS
{[f iLl
QriD
CFRI.(inNx�
4-PANEL CONFIGURATIONS
PRODUCT REVISED
1
3 s
mPINn9 wIN Ne ".N4p
DUIIGinS CeeGG
NOA-Na. 77.0420.12
MAX. UNIT WIDTH
Bxplmttnn Data 0211712020
NOM. PANEL WIDTH
NP
MLmn
PER TABLES 73
1
t J
MAX. UNIT
HEIGHT
SEE
NOSE
PER
s, x0
TABLES I3
seEET.
.attptn iypt ,.
s02no NTS; 2 • 22
ON.. 56705 i-
=v uI
A Ltt81 YIDEN, PE
P,E465105
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH = CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
NOM.
P
HEI
96'
Z
/.191 /.7A ri•.913a1e^�l�
fr>iElit>fEliY7 �'
4^{
13''1
Iy1
All
Ii1
m
IL.11
m
1:),'
.ems.
�e7�n
ICY
Q9
fR1
fFl
fU
NOM. PANEL WIDTH _
PERTABLES 13
MAX UN�
HEIGHT
PER TA IBjLES 13
J�
NOM. PANEL WIDTH
PER TABLES 13
MAX UNIT h(?
HEIGHT{
PER TABLES 13
fF)®iN"
IL
I>;1
I�L1
1�L1
IL1
FB— 07
ACT
iNl
fV
flt>
f@7
V7
Ql
i[l
iV
iV
fE>
fGl
MAX. UNIT WIDTH
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'JW , •Jc','Kw OR °KC INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXP. PXXXX OR X)=p, OXXX IN POCKET CONFIGURATION
CAN BE OX%(p.
2)90'8135' CORNER CONFIGURATIONS CAN BE A COMBINATION
q
��
OF ANY 2 STRAIGHT CONFIGURATIONS.
u9
U
3) FOR NOM. PANEL WIDTH, SEE TABLES I3.
qa,
°X'=OPERABLE PANEL,
0
10'= INOPERABLE PANEL,
'p'=POCKET _
DETAIL LETTER
W = WOOD OR METAL INSTALLATION
W'C=CONCRETE INSTALLATION
SHEET NUMBER
I
DLO WIDTH= NOM. PANEL WIDTH •T
DLO HEIGHT =DOOR UNIT HEIGHT - 10.126'
Rp
PANELHEIGHT=DOOR UNITHEIGRT-1.B61'
I
FocAer
1
PRODUCT REVISED
J 1 Wen IN IM1e Pb,idv
eulimX d
NOA-Nna o. 17•0420n2
® UFAUM. S
EFRIES 770 ALUM. SGD - Lid IMPACT
1a 71 1 NTS 1 3 a 22 ow PGTM30
�lplll lllq
`� � • �10EN6E':�((��i
No. 587o,
FP
I
GLAZING DETAILS (G3
G3A, G4, G4A, G5 & G5A)
7116• NOM.
7/16' NOM.
1• NOM.
3/16' HS GLASS
3116' HS GLASS
3/16' HS GLASS
—
—
.090• P
.090' PVB
.090" 6
3M6' HS GLASS
3/18'HS GLASS
74 3/i6'HS GLASS
l4 3/8'AIRSPACE
]4
3/16' T GLASS
82
B2
—
FMEgIOq
3/40 NOM. pMERIOR
3/4'NOM.
]4n9
a
SITE
BITES
GLASS
BITE
EI(IEAg0.
4g a
g
54 E4
51
7116" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5
9/16• NOM. 9/18° NOM. 1' NOM.
1/4' HS GLASS 1/d• HS GLASS 3/16' HS GLASS
090° P
.090° PVB .090' SG 3118° HS GLASS
1/d•HS GLASSY \ \ 74 1/4°HS GLASS-� T4 5/16'AIR SPACE
g2 —'-- PRODUCT REVISED
plVng with No N.M.
Bul�Eing C GG
3/M1' NOM. r3G4BrNrOM. NOA-No. 17-0420.42
RIOR E%IERDR X31G4OM.LASSSS 12419Gp4aBOn Oat" 02/17/2020
BITE E SSE BY
6[fEPI00. Min ,o uc ont
fl1 r
01 a
9/16" LAMINATED GLASS, TYPE G3A
9116" LAMINATED GLASS TYPE G4A
1" LAMINATED I.G. GLASS TYPE G5A
�.��GNY LYN/y
4f
GLAZING NOTES'
_1}; No. 58706 '
'AN '-ANNEALED
'HS"=HEAT STRENGTHENED
T=TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
q
STA •'�
'PVB'=.0B0'TR0SIFOL®PVB BYKURARAYAMERICA, INC.
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-SG'=A90'SENTRYGLAS®BY KURARAY AMERICA, INC.
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GLAZING DETAILS
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P.Essmes
GLAZING DETAILS
(136, G6A, G7, ISM, G8 & G8A)
I-NOM. 7116' NOM.
I-NOM.
3/16- HS GLASS
3/18' ANN GLASS
3/16' ANN GLASS
.090- SO
,09p' SG
3MT HS GLASS
.090' SG
3/16" ANN GLASS
3/8' AIR SPACE
Tq 3110' ANN GLASS
74
3/6' AIR SPACE
]q
3/16" T GLASS
3/16' T OLASS
B3
63
3/d' NOM. F(IEg10R
3/4' NOM.
3/4' NOM.
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GLA95 a
GLASS
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GLASS
BITE
BITE
SkTEFIOR
BITE
a
a
44 -
1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS TYPE G8
I"NOM.. 9/16- NOM. 1' NOM.
3/16' HS GLASS 3/16'ANN GLASS
.090' SO 114°ANN GLASS
090° SG
3/16' HS GLAS .090' SG 3/18" ANN GLASS
5/i6'AIRSPACE 74 1/4-ANN GLASS . 74 6%6'AIR SPACE
1!4' T GLASS ]4
92 1/4" T GLASS PRODUCTREVISED
BuilElnp CotloWi� Ne Plurld.
It 3/4' NOM. 3/4" NOM. NOA-N.. 17-0420.12
12412] GLASS 314' NW,
GLASS t24-12] GLASS e"PlroOon Oat. 02/17/2020
BITE SITE
ptTE—WIOR .. ,. BITE Miarra Product Control
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55 �
1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS TYPE G7A 1"LAMINATED I.G. GLASS, TYPE G8A
GLAZING NOTES:
•: *—
-ANN'=ANNEALED
=U ;
'HS'- HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
^A'• -
SOT. 0
'T'=TEMPERED
°PVB"=.090"TROSIFDC PVB BY KURARAY AMERICA, INC.
1010]EL-IA'OLWYIMIYE
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GLAZING DETAILS
5
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'SG'=.090' SENTRYGLAS�BY KURARAY AMERICA, INC.
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SERIES 770ALUM. SOD-LMIMPACT
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S00.]1P NTS 5 "22 POT0130 C
PJ:.Y t',S]05
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
For comer savage! anchorage on 9V or 13V comerudls, see sheet 11
Mexlmum DP for all sizes:
+6o 1.60 psf
(Maybe IInrJIdby T6IsM)
Teets apples to Glass Types 3,
3A, 5, M.7, 7A, a & 9A and
810 SAWAebagal Types shorn
belay.
Dow Unit Height
w
1.
fz 7?iw DLO
Anchw Group
73718' DLO
Anchw Group
7&7/B° OLD
Anchor Gmup
BS718' o
Anchor Group
A
B
C7-F
D
A
B
C
D
A
B
C
D
A
B
1 C
D
Hoodesn
4
+1
a
G+
41
G+1
G+
+7
—a+-T
0441
—8
C4+
—6
(4+
+1
G+
+
+
24`
pLO
Jamb
8
B
8
0
8
B
B
0
B.
B
8
B
B
B
P-0aok
6+7
84]
B+I
ea7
7+8
]+B
7*8
778
)+B
7eB
7+8
he
7+8
]+B
]«e
7«8
HeeN6al
C4+1
G+1
G+1
G*1
G«1
GN
C4+1
G+1
G+1
G+1
Ga1
G+1
G+1
G+1
GN
NO
G
Jemb
B
B
8
8
B
0
8
B
B
B
B
e
8
B
B
B
OLD
Peak
8a7
0+7
0+7
BN
7+0
7+8
7+8
7+0
1-0
7+8
7+e
i+8
7+8
7+0
i48
7+0
HeaN018
C4«1
C4+1
GH
04+1
G+1
G+i
CNi
G+1
G+1
Ga1
G+1
[4+1
G+1
G+1
G+1
041
�,
Jamb
9
B
8
a
8
8
a
B
8
8
8
B
8
s
a
B
o.Heed/S111
LLG
Pi k
6+7
0+7
97
6+7
748
718
7-8
7+e
T+e
lye
7+8
T«B
i+B
7+11
]+e
RB
G+1
G+1
G+1
G+1
G+1
G+1
G+1
G+i
G+1
C l
Dot
C4a1
G+1
C4+1
GN
G+i
Jwro
a
s
e
B
B
B
8
8
B
e
0
0
e
8
0
B
Fh k
8+7
8+7
8+7
9+7
7+0
]+B
7*9
i+B
T+B
]+B
7+B
7+B
7+9
]a6
7+e
7+6
HeadIS01
G+2
G+2
G+2
G+2
G+2
G+2
G+2
G+2
G+2
C4+Z
C 2
C4+2
G+2
C4+2
C4+2
01+2
qg'
1'
Jamb
e
B
B
B
B
8
B
B
B
8
B
a
10
B
e
8
P-hook
B+T
6+7
6+7
6+7
7+8
7+8
7+e
1 7+0
7+8
1 7+8
I I+B
I ]+e
I 7+8
7+
.7«8
I7«e
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
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 3-114' SILL, POSITIVE WATER DP IS
60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE IA.
3) 4, 3-1/4-AND 2.12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' 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.
Sill Heightto Max. (+) DP
(Water Ingltmtlon RaMg)
SIIIRber Height
I-) Design
(Fletor Box, see
Pressem, p,f
Sheet 17)
Flush • 1-12'
see note 3
Low-24Z
+40.07
medium -3.1/4'
+60.0
High -4'
+60.0
SEE NOTES 1-3
OH LENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT =
PRODUCT REVISED
DOORUNIT HEIGHT-10.125'
e= Pt Ins with In. N.M.
Ones!. Code
NOA-No. 17-0420.12
PANELHEIGHT=
DOOR UNIT HEIGHT-1.866'
a plrotlonaato02/1712020
Interlodt
P-hook
Loakstile@Jamb
SVaigh[Astmgal
Assembly
LocksHle@
5Vaight Aetmgal
90'MVagal
Assembly
lockstie@
90-A.slewl
135'ARmgal
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115'ASVagal
Standard Stiles
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Standard5tile
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Pan P60(4)
Part800
Part pfiO
Part a60 (Stile)
Partg671AstagaQ
Part 060
Part pl3B(([lomer
RewNer)
Partg119 (Out)
Part e120 (In.l
parts dal(&#I32
(Corn.&Fxd Mount)
Part 961
seem I NTS1 6 a22 1 PGTO130
A. r No. 6B705�
A.
Design Pressure (DP) and Anchor Quantities Required, (for ag approved configurations on Sheets 2 a 3)
Far corner aebeoal amhomw an Her or 108' eomnr WH, see Wad It
Max MDm DPfar ell Bizas;+601.60
pby M WMetl by Tabb ZA)
Da"WH*110t
Table arrow to Maas lype 4, 4A,
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1 1.
1 1.
er
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or
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ro
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A 1 0
C 0
1 A I B
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1 O
A a
C D
A 8
C O
A B
C D
8
+
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+
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•
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1
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+
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et
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1
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DLO
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8
a
6
e
a
0
8
B
e
8
0
a
B
8
8
8
1D
10
10
10
10
/0
10
10
10
10
10
10
10
10
10
10
Pt.*
8N
6+7
0+1
&7
7.8
7+6
7+B
7+8
T+0
7+8
7+0
7+8
7i8
7.0
Tao
7♦8
0+9
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8+9
8+9
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8+0
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0+10
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&10
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&10
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GN
G+1
UN
Gr1
G+1
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GN
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G+1
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GH
Gal
GN
GN
CMt
GN
GN
GN
G+1
U+1
GN
GN
G+1
GN
G+1
G*1
U•1
G+1
UN
GN
90'
0
Jamb
0
6
0
6
0
B
0
0
a
6
a
6
a
a
a
8
10
10
1e
f0
10
10
10
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rD
ID
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10
10
10
10
10
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0+7
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7+6
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7+6
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7+0
TSB
7•8
7•e
1+8
T+8
T+B
89
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&B
&B
&B
Bag
&B
&B
9+t0
710
&10
&te
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BNO
&10
9NO
H¢eWBN
GN
G+I
G+1
UN
Gr1
G+1
G+1
GN
G+1
Gr1
GN
GN
G+1
G+1
G+1
G+1
GN
G•t
Gat
U+1
G+1
Get
G+1
G+1
GN
GN
UN
G+1
GH
Gaf
U+1
G•1
]B'
OLO
JamO
B
0
B
0
8
a
'0
0
8
a
0
0
8
B
a
0
10
10
ID
10
10
10
10
10
10
10
10
10
10
10
10
LD
5�
PLook
07
a+]
&i
&]
7+6
7-8
y+B
7r8
T+8
7+0
7+8
7"
T+8
hB
i+0
AB
0+9
B+9
8+9
6+6
8.9
8+0
&9
&0
9.10
BN0
N 0
&15
BNB
9N0
910
9ul—
HOedsw
G+1
C4+1
NO
010
U+1
OCN
C4+1
G+1
01+1
U+1
C40
GN
G•1
04+1
G71
Dsrt
GN
cut
GN
Gat
UN
Gat
N+I
GN
G+1
MI
G+1
GN
C5+1
C6N
Gel
G 0
42'
P
Jamb
8
8
a
8
a
a
a
a
8
a
B
8
a
0
a
a
10
10
10
10
W
10
10
10
10
0
0
10
12
10
10
W
Phabk
6r1
BN
&i
&i
7+8
7.8
J+8
T+B
NB
ha
T-8
7+0
7+6
7•B
TB
T+8
B+B
09
&9
Br9
&B
0r9
&B
&9
9+10
&10
9Na
&10
9+10
010
&10
9+10
Had/Su
G+2
Gr2
G+2
U+2
G+2
G+2
G+2
G+2
cu2
U+2
Gat
G+2
C4+2
U+2
CN2
U+2
G•2
C1Q
G+2
Gat
C&2
C&2
G+2
G+2
C&2
G•2
CB♦2
25+2
GS♦2
Wt2
G+2
CO-2
IB'
DuoJamb
a
8
0
B
0
6
0
0
6
B
a
10
0
B
a
10
ID
10
10
10
10
10
10
12
10
10
10
12
f0
10
10
P-0=
0•T
&]
"I
&T
rib
ire
T+0
7+a
i•8
7+a
tea
7+B
1+0
7r8
7+8
T+e
&9
&B
B+B
B+B 1
&0 1
&9
I Br9
0+9
9+10
B+10
0+10
9+10 i
&10
9+10
&10
19+10
00'
D-O
INa4S0
C0+2
G♦2
Gat
G+2
Gr2
G+2
D1+2
Gr2
G+2
D4+2
G+2
+2
G+2
G+2
G+2
Gr2
Not available in these sizes
,
Jamb.
a
B
8
B
e
0
B
8
10
9
a
8
10
8
B
B
P-Ipok
&]
8aT
&7
&T
i♦B
7.8
T+B
T+a
+8
7+0
7+8
7+6
T+B
T+B
7+8
7.0
OLD
He.&SYI
G+2
Gr2
CN2
G+2
CN2
CS•2
G+2
Gat
Gat
G•2
G+2
01+2
Gs2
C42
04+2
G+2
Jamb
a
0
0
a
a
0
8
B
10
0
0
e
10
8
0
B
P-rook
&7
ate
6.,&T
T.
T+B
iae
AB 1
7♦8 1
Tr0
Ta8
i+B
h81
7+0
7+9
rum Elwmrl.e Un wino 1Nm1-e, aem oneel o.
NOTES:
t) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4' SILL.
2) WHEN USING THE 2-12' 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 DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4, 3.1/4'AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12'
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED,
TaRI F fie•
SIII Height to Max. (+) DP
(Water NWtmtioa Rating)
SIII RIser H0,ht
(+)Design
(Flat or Box, Sea
Pressure, PSI`
Sheet
Flush-1412'
see nde3
Ww-2-12'
+49.W
MedlaM 3-1/4'
• 00.0
Hlgh-4°
+fi0.0
SEE NOTES 1-3
DLO W IDTH =
NOM. PANEL WIDTH -7-
I DLO HEIGHT=
OH LENGTH {..—. DOOR UNIT HEIGHT -10.125'
i PANEL HEIGHT=
K DOOR UNIT HEIGHT -1.366'
of OH RATIO 21 PRDDU o oREVISED
O ae oomph with Ne Florida
1 No".Sandlot, c d
NOA-No. 17.0420.12
Rkpimeoa O -D 02117/2020
OH RATIO - OH LENGTH
OH HEIGHT
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Interlock
P41aak
L.1cafte@Jamb
StralghtAstragal
Assembly
lackstile@
Straight Astragal
90'"ragal
Auembly
Lacknlle@
So -Astragal
13Y Astragal
Assembly
Lockstile@
135-Astragal
Heavy-duty5tlles
Heavy-duty Stile
Heavy-duty Stile
Heavy -duly Stile
Heavy-duty Stile
Heavy-duty Stile
Heavyduty5tile
Heavy-duty Stile
Heavyduty5tlle
Standard Astragal
�''I�
a�
Outsidecorner, ,
},.L�r•S L-r$.la�
m� er
Insltle enter
Oulslde
Comer
(
Comer
Owner
Insl e
Corner
Outside
Carrier
^�
Pertx61 (g2)
Partx61
Part gfil
Part x61 (Stile)
Part IIBT (Asrtagal)
part N61
PerttMla(([almer
Rerniver)
Part N119 (Out.)
Part g120 (In.)
paris831(®g132
(um.aPxd MOWI)
Parttl61
CERI.OFABM&BIDB
80a 0 I PITS 1 7 a 22
* No,56708
PE.
IHpLc s.
Design Pressur0(DP) and Anchor Quantities Required, (for aBapproved configurations on Sheets 2&3)
Fm canaademal aneharage m 90• or 136' corner unit., sea shoot 11
MBxlrnum DPshown below
(May be Um0ed by lhbia 3A)
pea Ukt Hel ht
Tabla applea to Glass Types 4, 4A,
BP
4' 1
BY I 86'
im.
108'
6, BA, 7, 7A. 6 & N and the
9- B 0
]S IB• LO
79.71 0 O
qi-71a,
nLO
97-7/B
DLO
Sthe/Astmgzl typos shmm below.
Anchor Soup I
AnClIffUnass I
Anchar.roul
mtp
Anchor
0m
C 1 0 1
A 1 B 1 C 1 D
LLJ B 1 0 p A B C D
A 0
C D
A B
C 0
Des aPm.dum
_b_LB_i
aAba,O
I
+
,6 s
+-
s
17'
Heed19W
G11 GH Gil Gat
G+1 Git C4+1 Gat
Gat G+1 G+1 G+1 CA+1 Gai G+1 G+1
G+1 C4+1
C4+1 G+1
G+i G+1
2V G+1
BID
Jamb
a
B
0
8
e
g
8
g
6
e
0
8
0
B
0
B
10
10
10
10
10
10
10
10
P back
6+7
8+7
6.7
91
T+.
7ae
T+e
]a0
7+a
I .
F .
7+B
7+0
7+g
7a8
I.-
gag
Bag
.+.
Ba9
8a9
0+9
8+9
8+9
Dad N PrBdsum
+A
opof
a/412.6
I
' 41.7U
Pat
1.
Heedlall
C4+1
G+1
Ga1
G+1
G+1
Gai
Gai
G+1
G41
G+1
G+1
C4+1
C4+1
04+1
04+1
CAa1
G+1
C4+1
O4+1
01+1
G+1
G+1
C4+1
C4M
DLO
Jamb
B
0
B
a
0
8
a
B
10
a
0
B
10
B
'a
B
10
10
to
t0
10
to
10
10
ate'
P4nok
6+7
B+T
aq
6+i
7+B
7+a
T+B
7a8
7+B
1.
T+B
]aB
T+e
7a8
]+6
]+0
8+9
a+9
8a9
Bag
819
8+9
9+9
Ba9
Basso Par."
+AWu
/
+/52.9
el
W.7&0
It
W
29'
Headl9gl
G+1 CNt Gal G+1 Gal G+1
C4+1 tgal
G+1 Gat GN G+1 Cast Cart G+1 Gat
CSaf cs+1
C4a1 G+1
Coat C8a1
GNt Gal
a
DLO
Jamb
10
0
B
B
t0
a
8
e
10
8
a
6
12
10
6
8
12
10
10
10
f0
10
10
10
Ptcok
6+7
Gai
6+i
6+7
]+B
T+8
AB
7ae
]a0
]+B.
7+e
Ire
as.
.+8
B49
Ba9.
8+9
Ba9
0+9
819
a+e
0a9
B+B
Ba9
€
Dea nPned ure
+F90.0
our
+1-a
.fi 1
+/-]&g
sf
i
42
36'
DLO
HWdlalm
Jamb
C4i2
10
Gat
a
G+2
B
C 2
s
G+2
10
G+2
8
G02
Ulu
G+2
G+2
12
CBr2
10
CB+2
B
CH2
B
Gael
12
t0+2
10
G5a2
a
C9+2
a
CS+z Caa2
12 10
caa
10
Ca+2
10
C6az
12
e9a2
10
C8+2
10
ce+z
10
P41ook
748
7+8
748
7+B
7+11
7+8
1+0
1+8
6+9
a+9
8+5
bag
Ba9
011
0+9
B19
8+9 Ba9
0+9
0+9
B+9
Ba9
8+e
Ba9
�,
41°
DLO
Design Pma...
Houston
+Mao
Ce+2 05+2 L4+2 G+2 G+2 Ca+2
of
C5a2 C6F2 C6a2 C6+2 G+2 C6+2
B B 12 10 6 B
BT9 Bae 8+9 B+e 0+9 8+9
SeaW.A
C6+2 f6#2 +2 Ca+2
1""
C6+2 C8a2
paf
Caa2 CG+2
+/$9.0
C0a2 C6+2
of
C6+2 C
Jamb
P4pok
le
NB
B
7+8
B
7+B
e
7+0
12
Bt9
10
8+9
14
9H0
12
9a10
B
+10
6
9+10
14
9+10
12
9+10
f0
9a10
10
9+10
14
9+10
t0
9+10
10
9+to
BE
10
%IQ
EON SHEET B
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL,
DLO WIDTH =
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 40.67 PSF MAX. WHEN USING THE 3AX SILL, POSITIVE WATER
DP IS 60.0 PSF MAX. WHEN USING THE 4-SILL, POSITIVE WATER OF IS 00.0 PSF MAX (NEGATIVE PRESSURES
NOM. PANEL WIDTH -7'
UNCHANGED). SEE TABLE 3A.
3)4%3-1/4'AND 2-11V SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1/Z SILL IS N0T AND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
DLO HEIGHT=
DOOR UNIT HEIGHT -IOA26'
TABLE 3 MAY BE USED WHEN THE D00R IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT -1.886'
4) SEE SHEETS 1044 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED.
6) DOOR
JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
6)
THE FOLLOWINGBTILE
Interlock
GABIawIiHL
Phook
nrcp annu.o�uo�u
Lockstlle®lamb
r..,.�...,.....�........-.�_...
61r lght Astragal
Assemblµ
...._.
tixkstlle Lw
Straight Astragal
_........_ _
90'AstraNai
Assembly
Locks0le@
90'As[ragal
138°Astagal
Assembly
Lockitlle@
135•Ashaga1
Heald -dory S0les
Heavy-duty Stile
Heavy duty5tile
Heavy-duty Stile
Heary-duty Asta9a1
Heavy-dpry Sale
.
Heavy-duty Stile,
Outside Comer
tLc
HeaWduty Stile
Outside
[rimer
Heavy-duw6tile
coIda
rner
cone
Heavy-duty Stile
IQ4.I
y.,
Corner
Core
Outside
Fi
Inside Care rmt'1 1
Corner
Part 061 IQ)
rental
Part N61
Part N61(SOIe)
part 060 (Astraga)
Part N61'
Part 11611S01e)
PartN138(Cmner
Resolver)
part N119(Out)
part N120 (n)
Part U61(Sold)
Par[s N31&032
(Cam.&Fkd Mount)
Part N61
CEBn OFAOINeElM
aePno I IVTS 18 a 22 1 PGT0130
SIR Helghtto Max. (+) DP
(Water nonrated; Rnalg)
Sla Riser Height
(+)Deslgn
(Flat or Boa, see
Pressure, of
Sheet 17)
Flush-1-1/2'
see note
Low-2-trX
+48.07
Medlum-3-114'
a60.0
High-4-
+90.0
SEE NOTES 13
ON LENGTH
ON RATIO 21
ON RATIO = ON LENGTH
OH HEIGHT
PRODUCT REVISED
as co pcadowith the Plodd.
UalldNow-No. 17-0420.12
Expires.. pot. 02/17/2020
1F r No, aelOS
oPoI
0 •,• TA 0EO4-
!&IryZ :
T kkk � y77-
ORION
'QNALIOV V'
A LYNN MILLER, RE.
NOFRAME "9+10°P-HOOK ANCHORAGE CONSISTS OF:
SEE
SEE •C5'CLUSTER
OK ANCHORS, SEE'C5'CLUSTER MAX. UNIT WIDTH ETAILS, SHEET I0
%,
SPLICE
REQUREDp (PERPENDICULAR
(PERPENDICULAR TO GLASS DETAILS, SHEET IO FOR SEE'C5'CLUSTER DETAILS, FORASTRAGAL
NOTE,
EXTERIOR PLANE) SEE TABLE 2, SHEET REOUIRES'CV SHEET70FOR INTERLOCK
INTERLOCK 24' MAX. O.C.
THIS
SHEET
- POCKETS AND 48•NOM.. CLUSTER. SEE
SEE POCKET 10 PHi00K PANEL WIDTH DETAILS, SHEET it
( )
_
JAMB MOUNTING I x v �x x� x x x x e•uAx
�•+: INSTALLATION, ADAPTER I e'MAX. (°rj z x x xx x w x x x�—(
THIS SHEET x x x
�•' ANCHORS MIDWAY o rmw I
v•,*
&SHEETI4 BETWEENP•HOOK
lol
-" ANCHORS &AT 3• OF
PAIRSRS
x
z=FRAME ANCHO4
:�;•�';., FROM TOP& 14• O.0. DI ANCHORS
' BOTTOM I m ANCHORS Be• (TOTAL B
,'MAX
I 7 �01 o UNIT 2P MA%• ANCHORS)
4.061'11
TO OPENING Imo ® ^�i 1I O.C.
I a I I I'I Oo=P-HOOK HEIGHT PERJAMB
EDGEOFPOCKET SEE I a ANCHORS x� (SEE JAMS
I4'MAN.
x
O.C. Z DETAIL
INSTALLATION i®i
DETAILS'JV 87<n', o' RI Do P-HOOK BELOW)
END PANEL SHEET 148 PARTF o� X MOUNTING
ANCHORAGE DETAILS'J'8'K', IpX 3
24'MAX•
(2ANCHORS) SHEETI9FOR 'ANCHORS
D.C.
P-HOOK E____ 6"_MAX. l
+2 X - x x
ANCHORS x x - x z �% —T END PANEL
ANCHORAGE END PANEL N, x x x i< x z w xx J�
ANCHORAGE x xw x , x• z x S'MpX ANCHORAGE (SEE
' �yy
ell,
(SEE bK CH Snow) 2 Y °+2• •�2 SKETCH BELOW)
. `
A
T CENTERLINE TmAx., ANCHORAGE ANCHOMGE
ANCHORAGE ANC GE ANCH013AGE
OF PANEL 1
24' MAX
2.04•
EXAMPLE: 6-PANEL. TRACK. 90° OUTSIDE CORNER-D%XIXXO-EXT. MOUNT POCKET ANCHORAGE PLAN'
O.C.
48" x 96' MOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6. SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
7—'
i
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I-3. SHEETS BA:
O
•
INTERLOCK HEAD & SILL: 8' MAX. FROM FRAME CORNERS.
PANEL
USE SPECIFIED CLUSTER FROM APPROPRIATE
SEE'C5•CLUSTER
WIDTH
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
DETAILS, SHEET 10
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK
PLUS SPECIFIED QUANTITY OF ADDITIONAL
•+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
9.6°
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
am
EXTERIOR
ANCHORS MAYBE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IFA SPLICE
21•
'-✓ OCCURS AT THE P-HOOK.
MAX
PRODUCT
O.C.
REVISED
as comPrying 11N Ne Florld2
0o1161n9 L°otlo
NOA-No. 17-0420.12
5.64'
ExplmHan oat 2117/2020
6° MAX.
B7
Mla ro4ud Con4a
CENTERLINE ' -JAMBS 8 P-HOOKS:6' MAX FROM BOTTOM, 21°MAX. ANCHOR PAIR O.C. (JAMBS), 14°MAX. ANCHOR
OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE �2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
+2'ANCHORAGE ANCHOR PAIR
REQUIRES SEE -CS -CLUSTER CLUSTER ENO PANEL
CENTERLfNE CENHEET 10TERLINE
/— CB" CLUS HEFT IE OF DETAILS, STRAGAL OF ANCHORAGE—�
/ DETAILS, SHEETif FORASTRAGAL�'` (2 ANCHORS) \ 6'
INTERLOCK J _ c° i ASTRAGAL
I OFPANEL3
SHEET 11 FOR OTI
GE_/ L_CENTERLINE
.+2. ANCHORA
OFPANEL 4
?ANCHORS
moTECleraosrPwra
N.YEIllLF, ft el]l8
A
ANCHC
Oa0xeo-few
cmr. �Aurxeavee
SERIES
u:xw.n m
®
sao-nP
OF PANEL 5
No. b6T05 'r
FAO •'. 5T TF GF • �:
PLE PLANS iTA(xs•;Y<ORIDP:�•12��
PACT x'w.S�CNAL tiNo
A. L4lYY NIUERPIE
PG710130 I C PES M705
ASTRAGAL OR - -- _ 2.04'
ASTRAGAL CK SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION
I — INTERLOCK
IMERLOCK'y IF NEEDED CENTERLINE
CONDITION. USE IF NEEDED 2.04'
CENTERLINE 1 CENTERLINE 'CS' CLUSTER DETAIL) CENTERLINE
1.76'
MAX.
O.C.
2.042.04' 2.04'
21-
5.64" N1AK
EYIEFIPooa 3'S" T• E%TET�RIOR 4'DIAG. 7. Ex RRJOR ]° 7 3'5" O.C.
V 2-TRACK FRAME HEADISILL V 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEADISILL 6' MAX.
Q ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK (M ASTRAGAL OR INTERLOCK 'RAC
(USE (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6'MAX.
ANCHORS ARE REQUIRED,"C4°) ANCHORS ARE REQUIRED, -CS-) ANCHORS ARE REQUIRED,"C6°) ANCHOR PAIR
T—
ASTRAGALOR SPLICE LOCATION ASTRAGALOR (FOR SPUCE
INTERLOCK-1 IF NEEDED INTERLOCK ONCL ION. USE
DETAIL)
CENTERLINE I CENTERLINE
3.5' 3.5'
2.04'
4.08' 4.08'
EXTEWOR EMEE1RII 7. 4°DIAG. E)
v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL
QASTRAGAL RINTERLOCK Q SE WHERE 6 UISTER
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,'C5')
ASTRAGAL OR ,SPLICE LOCATION ASTRAGAL OR
INTERLOCK IF NEEDED INTERLOCK
O.FNTERLINE I CENTERLINE
4-TRACK FRAME HEADBILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED.'C4')
(FOR SPLICE
CONDITION, USE
"C6° CLUSTER DETAIL)
3.5" t'—
CENTERLINE ly 3.6"
7'
4' DIAG.
I2 2.04
rvtlaa 3.5'
n AM
V 3-TRACK FRAME HEAD/SILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, -CS-)
ASTRAGAL OR (FOR SPLICE
rcRLOCK+-I CONDITION, DO NOT
uT... INF USE THIS DETAIL)
4° DIAG. 2.04"
y 5.37°DIAG.
4.18°
E ERIOR 7• — E%1I=T-IRIIOR
44RACK FRAME HEAD/SILL V
Q ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, °C5j
c ...OFAMtn➢TBe
4"
DIAL.
I 4-TRACK
6'DIAG. FRAMEJAMS
EXMRIOR ANCHOR PAIR
2.04"
ANCHORS MAY BE INSTALLED
21• EITHER IN THE EXT. OR INT.
MAX, TRACK(INT. SHOWN)
O.C.
NOTES:
564° ARE
ON MI SHOWN
ARE BASED ON MIN.
ALLOWED.
6°MAX 2. FOR HEAD OR SILL SPLICE
� LOCATIONS/ANCHORAGE AT
3 TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHOR PAIR PRODUCT REVISED
FOR SPLICED fiuOI Jl.8aawim t5A Plo44a
CONDITIONS ONLY: RGA-NO.� 17-0420.12
SPLICELOCATION 0plra6on 0ata2/17/2020
'--•-I 3.5° I— _._
4-TRACK FRAME HEADISILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6")
WITH & WITHOUT SPLICE CONDITION
10 a 22
* No.$8705 r =_
P.E
GAT
wmim
2.04' EXIOUR
913- CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'
4.08-
IN}EPIOR
4'
INTEROR �
4' DIAG.
M All"
TE INRIOR
INTERIOR
3.5'
E ORI.IcwoR 4' OIAG. 4'
I}`k 9.5° 4' 3.57.' S°
4" 2.04" 7" 2.04' EXTEROR 4• 2.04' enENOR 8.94" J
EMERIM
00°CORNER 135°CORNER 136°CORNER
2-TRACK FRAME HEAD/SJUL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
(USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER
J ANCHORS ARE REQUIRED,'C8') ANCHORS ARE REQUIRED, -CD ANCHORS ARE REQUIRED.*06')
NOR IINMRIOR
4.08' °+VANCHOR
3.6' INTEepR 7.41"
7' 135,
_ENMOOft
3.5'
4.08" 4,08' T.
.3 G. 6.37' G.
CENTERLINE
3.5°
4' 3.5' ON OFPANEL
EMEMR 7- E 013 7' 4" WTEMOR ALL '+2"ANCHOR
90•CORNER 136°CORNER E%iERIOR ALL
f VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V
('CB' ANCHOR CLUSTER REQUIRED ('CB' ANCHOR CLUSTER REQUIRED
ATALL3-TRACKCORNERS) ATAU 3-TRACK CORNERS) q•DIAG.
RRERIOR .6.12' *3.�
2.04'
2.04' 3.5°
EXTERIORCENTERLINE
4` IMOFPANEL
INTERIOR 90 36° •+3-ANCHOR
4- 7MV
B.12' 6.4.08° 4! DIAS
OR
2.04' 3.5' 4' 4' DIA3.5• 1�EXTERIOR 7' 2.04' �OFPAERILINE
90-CORNER135-CORNER
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL
('CB' ANCHOR CLUSTER REQUIRED ('CB` ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACKSIMILAR)
NOTES:
TALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. foroTEau+OloorizwE a.wm
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE xrErsrr R:wnc ��� ANCHORAGE EXAMPLE CLUSTER;
'+1"ANCHOR
CENTERLINE
- OF PANEL
"+2'ANCHOR
2• 4°DIAO.
I CENTERLINE
f OF PANEL
+3' ANCHOR
2.04" 4'DIAG.
7'
L—OF LINE
OFPAN
SILL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
PROmUCT 6REVISED
PWoR9 wIN No Florida ullal,g C Jd
NOA-No. 17•0420.12
N0.58705
RJR 040.LR C NO CIINRiES7HIS SHEET. �E'�•�IC=� JCKICJ//U ALUM. DUU-LM/IWrAL, Illll 1�IIlllt\\
A.LTH`I Mn�ca, P.E,
�JH 1WIW14 I w ~ SOO-l)P NTS 1f H22 PGT0f30 C p,EY59lOS
uiwmnoavunev
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET,
2Q-1l18'
MA
r MAX.
- t SHIM
TABLE A.
SHEET 1
TYP.,SEEANCHOR
NOTE3,SHEETI
ta 2-TRA
w WOOL
WOOD ANCHOR TYP.,
SEEANCHORNOTES
& TABLE A. SHEET 1
SANCHOR
NOTE TtS,6, SHEETET
1 (1/4' MAX)
WOODANCHORTYP..
SEEANCHORNOTES
& TABLE A SHEET 7
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET,
�jFXTEWON
2-1/16=D15T.A�NiCE:
EDGE
SEE TABLEA, SHEET i
EMBEDMENT: SEETABLEA. SHEETI
2-TRACK FRAME SILL
Ow WOOD INSTALLATION
EMBEDMENT: SEE
~
TABLE A. SHEET 7
2X WOOD
EDGE DISTETABANCE:
TYP., SEE ANCHOR
SESHEET1 A,
SHEETI
NOTE3,SHEETI
2-1116"
&TABLEA,SHEETI -
ME�TWOR
V 1/4' MAX. SHIM
2-TRACK FRAME JAMB
0.. WOOD INSTALLATION
EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT. SEE TABLE A. SHEET
EDGE DISTANCE: EDGE DISTANCE:
SEETABLE A. SHEET I SEE TABLE A. SHEET
2A/16°' 2-1/16"'
7/4" --
rMAX.
7 0 1 SHIM MERIOR
n
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
114"
MAX.
SHIM
2XWOOD WOOD ANCHOR TYP., METALTYP.. SMS ANCHOR TYP.,
TYR, SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR SEEANCHORNOTES
NOTE 3. SHEET &TABLEA,SHEETI NOTE4.SHEETI &TABLEASHEETI
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
WOOD INSTALLATION (s METAL INSTALLATION
WOODANCHORTYR. . 2XWOOD SMSANCHORTYP., METAL TYP.,
SEE ANCHOR NOTES TYP., SEEANCHOR SEEANCHORNOTES SEEANCHOR
SEE &TABLE A, SHEETI NOTE 3, SHEET SEE &TABLE A, SHEET NOTE 4,SHEETI
'HOR ANCHOR MI
TE S. NOTE 5, Tt
-ETI ` SHEET,
AAXJ 1 (1/4°MAX.)
EDGE DISTANCE:
SEE TABLE A. SHEET,
EMBEDMENT: SEE TABLE A. SHEETI
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT-.SEE
TABLE A, SHEET I
EDGE DISTANCE:
SEE TABLE A,
2XWOOD
TYP.,SEEANCHORSHEET
NOTE 3. SHEET 1
I
2-1116"
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A SHEET I
ETaET'� R
V 1WMAX.SHIM wIF.-
cfw..CF4UIH11➢➢Bp
2-1/16"'
®4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET �—
METAL TYP.,
SEEANCHOR
NOTE 4. SHEET r
SMSANCHORTYP., L
SEEANCHORNOTES
& TABLE A, SHEET i
E%T�EVWLOR
1W MAX. SHIM -�
4-TRACH
w METAL II
WCHORAGE DETAILS
WRIES 770ALUM SGD
sco-77d WE 1 12 w 22
EDGE DISTANCE:
SEE TABLE A.
SHEETI
2-1/16"
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PERTABLE A,
SHEET 1.
• DIAGONAL O.C. IS
MIN 4- (HEAD & SILL)
OR 6- (JAMB) SEE
DETAILS, SHEETS 10 &
TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLEA, SHEET 1
PRODUCT REVISED
mplyln6 With 6m Florida
BRIIEIng o
NBA -No. 17-0420.12
THREADS
BEYONDTHE
PIY LYNA
�
METAL
�"UCENSF
SUBSTRATE
14-; Nc. 5R705
PGTO130
7Y
INSTALLATION DETAILS EMBEDMENT: SEE TABLE&SHEET1
EMBEDMENT: SEE TABLE A, SHEET I
-
EDGE DISTANCE: SEE
CONCRETE*1XCONCRETE
EDGE DISTANC:
EDGE DISTANCE:
NOTES:
—ALL DIMENSIONS
PERTABT18
ETI CONCRETE
SEETABLEA, SHEEf1 CONCRETE
SEE TABLE& SHEET
SHOWN ARE BASSO
A, SHEET 1A,
PER TABLE
2-1/18" PER TABLE
2-1/i6°•
ON MIN. ALLOWED.
SHEET 1
A, SHEET i
I/4=
• DIAGONAL O.C. IS
EXIEROi.MAX'
MIN 4- (HEAD & SILL)
SHIM
ORS (JAMB)SEE
EMBEDMENT.T
1/4'1/4'
�ERIOR
f
DETAILS, SHEETS
SEETABLEA,SHEETISH
MAX.i
70&71.
SHIMMAX.
PROPERLYTE ANCHOR TYP., PROPERLY SECURED'X CONCRETE ANCHOR TYP.,
PROPERLY SECURED IX CONCRETE ANCHOR TYR.
WOOD BUC.,HOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES'&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET I TABLE A, SHEET I ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1
ANCHOR NOTE 3, SHEET I TABLE A, SHEET I
® FRAME HEAD
INT AION ®COONCCRETFRAME HEAD
EIN
NCCK FRAME ATCONCRETE
S CORETEEISTAL ION
CONCRETE ANCHOR TYP.,
PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERL
SEEANCHORNOTES&
WOODBUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BI
TABLE A, SHEET
ANCHOR NOTE 3, SHEET I TABLE A. SHEET ANCHORN
SEEANCHOR
SEEANCHOR
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NOTE 5,
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(I1W MAX)
I
EXTEE]WOR I _:
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PERTABLE SEE TABLE A. SHEETI
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2-TRACK FRAME SILL 3-TRACK FRAME SILL
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®
EMBEDMENT: SEE
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PROPERLYSECURED
IX WOOD BUCK TYP.,—
SEEANCHORNOTE3,
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TYP., SEE ANCHOR
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SEE TABLE A. SHEET
NOTES & TABLE A,
SHEET I >_ CONCRETE
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2-TRACK FRAME JAMB
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CONCRETE EDGE DISTANCE:
PER TABLE SEE TABLE A SHEET 1
A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1
4-TRACK FRAME SILL
Fc CONCRETE INSTALLATION
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EDGE DISTANCE: PROPERLYSECURED
SEE TABLEA
SEE TABLE A. IX WOOD BUCK TYP..
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PRODUCTREVISED
Builtlln9 GaEewith No Florida
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EMBEDMENT: SEE TO PREVENT
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WOODANCHORTYP., INFILTRATION
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SEE TABLE P, (ALSO SEE TYP.
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L _TABLE A. SHEET EMBEDMENT:
_ SEE TABLE A,
26
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19 ANCHOSEE
� ANCHORNOTES&
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TABLE A, SHEET 1
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FOR USE WITH ANY SILL RISER
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NOTES:
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ALLAPPROVED
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3. SEE TAKES 1-3,
SHEETS "FOR
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AND P-HOOK
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17302
@IT302
2-1MCK JAMB W(fH BCREENRAEL
16
JTS08
BIT308
3-TRACK JAMB
17
17311
B171111
4TRACK JAMB
to
17322
BIM
SELL RISER -FIAT, FLUM. 1-VT
19
IT919
017319
BtlL ROM -Ek . RUSH; 1-W'
20
T7321
et]321
6LLRISFJi-FIAT,WW, P-12'
21
7318
07318
SPLROM-BOX LOW, 2-12'
0
17355
817355
SILLRPBR-FLAT MFID W,3-114'
0
17381-
DEISM
SU RISER -BOX MMUM, 3-1W
24
17M3
611,523
SELL RISER -FIAT, HOH,4'
25
IT=
6IM20
SLLRISM-BOX HIGH, 4'
29
17333
61]931
POCXETP-HOOK
27
AN
67WO
NEOPRENE BULB WSTP FOR P-HOOK
20
1]334
017334
POCIO:TPHOOKMDUNr
m
11335
817335
"O0KCOVIER
3o
17318
617348
POCKET PHOOK FOR BOXRISER
31
ITWB
517376
135 CORNER
32
17370
017370
135FMOMOUNT
ITEMS AOM
ARE SCREEN PARR:
40
4319
1 5%Q58
ISCREEN SIDERAII-4=6TLLE
41
MOCKWGSK
SC4iEFN LOOISET
42
41618
6CREIN IO:EPDi SPACFll SE7
43
aim
88162
SCREEN MIENLOCNAOMIFR
44
4428
0442E
SCREEN DOUBLE INTERLOCK
45
4317
61225E
SCREENTOPRALL
40
4318
012257
SCREEN BOTTOM RALL
47
me
TSRA2
STANOMOROLLER
4B
008
]SRA%
STANDARD ROLLER -St. STL
49
43"
64344
SCREEN ASTRAGAL
60
17N9
817349
OM SCREEN ASTRAGAL ADAPTER
51
Nn
618M
SCREEN SPLWE-.IW
m
1891
81894
SCREEN SPME-IN,
53
61ON=
SCREEN CLOTH
N
1725
171X4°%i/10'6Ef. BLacK NEOPRENE 0-M
55
R26I
PX4- XVIC BET. BACK NEOPRENE M+M
Item
DP,E tl
PGT#
Description
00
173M
817325
PANELST9
at
17320
017320
PANEL STKE (HEAVY DUTY)
B2
1T32]
B17327
4YIERl0IXAOgPTOR
83
1225
em248
VWYLBULBWSm.-THWONSWEMERLOOK)
84
1729
717M
SELL END WFARERSiRP PAD
65
17328
617328
WTERLOIXSCREWCOVER
01
173V
817329
ASTRAGAL
Bo
17331E
817339
HFAVYDMASTMGM
09
17324
617324
TOP & BOTTOM NAB,
70
17350
417350
WEATHERSTRP EXIENSON ILNJECTMN MOMEO)
71
1US
7100
1-10 X1' X874' KOH FBI SEAL DUSTPLUGS
72
aim
78163X
TANDEMST.STLROLLERASSY.
73
aim
MIMN
TANDEM NYLON ROLLER ASSY.
74
SUCONE
OOW899. DOW-995 OR OE-M)o
75
el&5
mi=
ORANI MORTICE3PLY DWLLOCKWMNO TRIM PIXIE
70
710 MIFPFX
0m02 X 1' FL SS SOIEW WE TYPE 'F'TIP
77
71=9
10 smaEL we U44UT
79
1]35T
017357
f BEAD
90
'.m
Bl}359
711P BEAD I FMO PANFL UP '
81
17MO
617360
MITBMD
82
144
B 471<
VWYL BULB WEATHERSTRP
83
61745
1745
LOWE NG V2 X 1116' SGL 6DE ADH. TAPE, POLYETH.
Im
Rom
48052
JWLLER ADl HOIE PLUG '
101
72M
3UIBBUMPM '
102
Him
71698
OISTPWG
im
aim
701W
t-KEEPER
IN
(153
7SOMEP
SCREEN LCCKKEEPER
105
17344
6179M
FEED PANEL UP-W LONG
ISO
I"m
617M2
I'MUPANELREFANER-WW'
HIT
1730
71739
MINIM KW- HTERWR RAISED WRH THUMB TURN
100
IT40
71740
HANDLE KW- MRED EXIERWR HANDLE
to
1131
TB162SN
HANDW KR-IIECESSFD NIFRDR WRH iHUMBNPoJ
Ito
1732
78178
HANDLE KIT- RECESSED IXIERIDR PULL
1I1
71WONFPSOM
DIO X GO' PH:Pk TEK-S.S.
112
1235
Onto
MTP,.WDX.1T0-FW SEAL
113
1712
11408E
.107'XMTFNMAL
114
71MIWPX
010XI-112'
115
7/OXPPT
410XV
118
720EUX
M14-20X1'S.S.
t17
72DX/12X
YI4 X1-1Y2'S.B.
118
IT33B
017330
%)MGREEWRNERRECEMER
119
1T337
017337
90DEGREE OIRSDEWRNFA MiRAGAL
12U
173M
0117WB
90 DEGREE WSIDL WHINER ASTRO
123
17352
617352
INS) PANEL RETANER TIE'
NOTES:
1) ALL ALUMINUM = 6063-TB
2) ITEMS # 33-39, 66-59, 66. 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF 012 OR #13 REQUIRES
MIN. #10 SMS OR 3710' MASONRY
ANCHORS ® 24° MAX. O.C.
PRODUCT REVISED
Ps eomPIYin9 with tho Florida
Building Cato
NDA-No. 17-0420.12
INPI.Han Onte0211712020
} : No. 58705
cFnr. oFAum.nam J �( �� SERIES 770ALUM. SGD-LAG IMPACT "'IIIIIn"'
�j _m A.LYNNMLLEN,P.E
eao-]ro NTS 20 1 22 POT0130 C P.EXBBT03
5.069' 8.56T
O.OBO'
1.211. z1.505-
0.081' 0
2-TRACK HEAD ID 4-TRACKSILL
(0083-T6 AL) (6063-TB AL)
6.198°
1.zn°
O.OB1' 2-TRACK HEAD W/SCREEN TRACK
(6063-T8 AL)
7.106' y
211'
0.081• O3-TRACHEAD
(BOBS-T6AL)
6.528'
r � O80° (I 1.SOS
03-TRACK SILL
(6063-T6AL)
6221-
0.080"
1.506"
O6 2-TRACK SILL W/SCREEN TRACK
(6093-T6 AL)
9.142
4.69°
0.080°
1.211' 1.505°
-t
h7fFF
0
4-TRACK HEAD Oi 2-TRACKSILL
(6063-T6 AL) (605T6 AL)
1.514, IIII----....----
0.062'
1.280' 0,592'
0.000" 1.618'
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN
ADD-ON i2 ADD -ON
(6063-T6AL) (6083-T6AL)
REQUIRES MIN. 410 SMS
OR 3/lW MASONRY
SEE SHEET 17 FOR SILL RISERS ANCHORS @ 24' MAX. O.C.
-- 0.as0•
D.700'
1.990"
13
FRAME SILL SCREEN
ENDAOD-0N
(6083-Te ALJ
REQUIRES MIN. #10 SMS
OR 3/16° MASONRY
ANCHORS ® 24' MAX O.C.
L ..Q AU MZAX9
2-TRACK JAMB W/
id SCREEN TRACK
(6003-TB AL)
fa 3 TRACK JAMB
(6003-TO AL)
1.872"
0.062"
1.019"
0.081'
SCREEN
40 STILE
(606346 AL)
5.069°
104fi-
1.sea°
0.060
O14 2-TRACK JAMB
A 5 REEN
TOP
(6063-T6AL)
RAIL
(6063-T6 AL)
fl 4-TRACK JAMB
(6063-T6 AL)
r
KTRUSIONS
-RIES 770ALUM. SGD-LM IMPACT
mk --
sco-no NTS 21 + 22 PO70730
0.875"
1.993'y pl
L ---AL---0,062'
SCREEN
46 BOTTOM RAIL
(6063-T6AL)
PRODUCT REVISED
asB.comgiO.d.WiM Me Florid.
10.
NOA-No. 17-0420.12
* No. 6B706
m
0.718' � ° (�- � 0.H3' 3.602° � � 0.752'
2.304"
EW
0.762'
0.574' 0.796"
0.062' 0.080. 0.062'
0.264 0.076" 0.233 0.06Y
FRAME SILL P-HOOKMOUMING P-HOOK SCREW
6 COVER 17 TRACK ze P-HOOK 28 ADAPTOR OCOVER
(6063-T6AL) (6063-T6AL) (6063-T6AL) (6063-T6AL) (606346AL)
(--- 4
455' 4'
2.30' 1A88•
0.080'
0.830° O.O6Y1:16100.193' 1.800
.080" 1.870'
1'974" 3.125'
2.44° 3.125'
91 135'CORNER a2 135'FIXED MOUNT OSTANDARD STILE 41 HEAVY DUTY STILE
606346AL) (6063T6AL) (Goo-T6AL) (6063-T6AL)
3.979'
0.075'
1,641'
0.125®
W STANDARD ASTRAGAL
(6063-TO AL)
3.802'
1.163°� 0.885'
O.OH 1 ae Pl100K FOR BOX RISE
(6063-T6 AL)
1.739' +I
0.062' 1
888.
0.325"
0.082°
TERLOCK OINTERLOCK
ADAPTER B5 SCREWCOVER
(6063-TB AL) (6063-T6 AL)
3.979"
(� 4.125'
OHEAWDUTYASTRAGAL ,�'2��..i81J"
1.050'I
1.OG0
1.645' 0.062" 13911' 86
04Yi-0
325° 5(
fiE.045' 0' O
-
TOPIBOTTOM RAIL T9 GLAZING 8B1 7116'GLAZING 0116-GLAZING
(8083-T6AL) (6063-T5 AL) BEA.. D(I.G16BEAD, FIXED BEAD
(6063-TAL) PANEL CLIP (60 33-TB AL)
(6063-T6 AL)
1.003' 1.03'
-- 4"
0.757' 0.080"
0.050'
105 FIXED 0.709"
PANELCLIP 2.893• 0.133'
(6063-T6AL) 1.498' 1.498"
0.080. L
.650" -'-I 0.863
0.709° 113 FIXED PANEL S.VP
RETAINER. 7/8° 2.826'
0.080"-47- � (6063-T6AL) 11990'OUTSIDE CORNER ASTRAGAL
FIXED PANEIL fl090'CORNER RECEIVER (6063-76AL)
108 RETAINER 9116' (6063-T8 AL)
(6063-T6AL)
MISS ..
LEFT.OFA e m
5.621"
0.133'
4'
120 90" INSIDE CORNER ASTRAGAL
(6083-TEAL)
sawn I NTS 1 22 • 22 1 PSTO13D
PRODUCT REVISED
emi°mn9i�o�awN6 uo Oaaao
NOA-No. 17-0420.12
E 0.9on 0W. 02/17/2020
* Na. U705
The approval pressure is sofirlent accom" w the approval If water i illraeon is rMire4 the sin "hl is higNtiblee as wen.
Sae Specific is 47.8W47.04
f
FILE COPY
Thank Ya.! qc-
�Q�\�
l�oZ-�O�
Josh Barren
Project Des!gr!er
Engineering Express®
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