HomeMy WebLinkAboutNOACOUNTY`""
BY
SCANNED
St. Lu i,-
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) aunty
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANC,F. (NnA�
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.niiamidade.gov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as . e . and has been designed to comply with the Florida Building Code,
including the High Velo ' cane e.
DESCRIPTION: Se es `SGD-670" Al inam Sliding Glass Doors w/ 901 & 1359 corners -NI
APPROVAL DOC NT: Drawin o. PGT0128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1,
through 22 of22, prepare cturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Mi ad my Product Control Section.
MISSILE IMPACT RA None: Ap roved Hurricane Protection devices, complying w/ FBC, as applicable
are required.
Limitations:
1. Max eight (8) panels configura ' unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill Type for Positive DP
limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 for corer units and sheet 14 for pocketed units. Pockets & Egress requirements
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
.RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 16-0629.03 and consists of this page I and evidence pages E-1 & E-2, as a proval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 17-0420.09
Expiration Date: April 07, 2020
Approval Date: October 12, 2017
Page I
PGT Industries Inc
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thm 22 of 22,
prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and scaled by Lynn
Miller, P.E.
B• TESTS
1. REF 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/
TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test
Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06120116, all
signed & sealed by Idalmis Ortega, P.E.
2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL-
5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales,
P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13)
2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94
Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared
by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed &
sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 & marked -up
drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by
Fenestration Testing
3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and AT172138.01-401-18.
4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202
& 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
C. CALCULATIONS (submitted under file #14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09.
haq 1. Chanda, P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April 07, 2020
E-1 Approval Date: October 12, 2017
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file 414-0123.11)
I. Statement letter dated 10/08/15 of compliance to FBC 2014 (5" Edition) and "No financial
interest', prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 15-1013.14, expiring April 07, 2020.
2. Test proposal # 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5"' edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E.
5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed
by Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
L Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/09/17, complying with FBC-217 (6"' Edition), prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTME-1300-02, -04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5"' edition) & FBC 2017(6"' Edition) and letter of
no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020.
lsk4,1 • 4�Kc1•-
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April 07, 2020
E-2 Approval Date: October 12, 2017
SERIES 670, NON -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, ASO.
3) ANCHORAGE THE 33-1/3 h 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 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 NOAS, ANSI/AF&PA NOS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTLS987, FTL-5994, FTL-6002, FTL-6034, FTL-6035,
FTL-7554 AND ATI 72138.01-1401-18
TABLE B. SEE DETAILS ON SHEETS 4 & 5:
Glass
Type
DescOptIon(Ustod from EAmor m ydeHOr)
3/
AAGi
A
tN' TEMPERED GLASS
G2
I 1' LG LW�D GLASS a SIV AIRSPACE - WIT TEMPERED GLASS
GM
I 1" I.G: Ile TEMPERED GLASS r1/8 AIR9PACE ♦ 1/4' TEMPERED GLASS
DESIGN PRESSURE RATING IMPACT RATING
SEETABLE61,2&3CN NOTRATEDFDRMISSILE
SHEETS6.7&8 IMPACTRESISTANCE
CODESISTANDARDSUSED:
02017 FLORIDA BUILDING CODE (FBC), M EDITION
62014 FLORIDA BUILDING CODE (FBC), SIN EDITIDN
6ASTM E130M
-ANSVAF&PA NDS2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015
-AISI SIDO-12
-AISC 360-10
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2.3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................6-14
DESIGN PRESSURES.......
6A
INSTALL DETAILS.... ..........
12-14
ELEVATIONS .....................
16,16
PANEL I SILL TYPES.........
17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
21.22
ITN1144afe44
OF12T.OPAVM/.BN9
C
AnrSw
amp
Anckw Type
Flame
Mel
6ub9m6
MIn.E4pe
Mill
MIMO.0
DlGance
Min'
Bobe4menlw
Mewl T111cMneo
A
1H21"SMS,
(Floss MI, Fie tell
02410 SS SMS,
(Fr-DBkeI,F,� 1IOMI)
All
Saulkem Pirc(SG -G55)
WIT
LIB'
14F
60fib75 AkrcM1n6n
XT
WT
GODO'
'A36 Steel
S49
WIT
MOST
GtM Steel Stul
w
DIV
O.aS(10Ga)
1/4'Elm Agpee.Galo�
Y57 kol, F„e06 III
All
Concete 01.2S2kcl
1-12'
3'
13Y
JarMI P4,00k
F51e4 Bloch TM CSO
2'
w
T
Jamblf`bQk
Hollow SIOCN ASTM Cl
2'
0'
1.1w
NI
SoN,em wn SO.0.5
1'
1'
'36'
B
rN2 Steal SMS(Gr. 5)
(min. of 3 tNleeEe byon4
New eubetmte)
All
S mPim (SG=0.55)
Blt6'
714'
13'B'
00&T.iS AMminun
M..
WIT
DOOR
A3691ea1
Xw
WIB'
O.M.
Mr. w Steel Stw
Y6'
0/16'
O.aS 18 Gv
C
114' Elco tllbeC4nH
F,�155 kill, FeIT7 kei
All
D WMM irate. 2.B5 Mai
1'
Jamb/P41ook
Hollow Block(ASW CDo)
1'
e'
1-1IP
1A'Eke LplmConle
F� 13S bi, F„ si
All
Concrete (mIR2 tell
2-112'
V
36`
'b^b I P41ook
FIW Bkkk Mw ISO
24W
4'
13e4'
bIP-Imk
Hollow Bkck ASIM C00
24IT
6'
1.IN'
D
1/4'4/068 Eko CeIeFM4e1
F,•12].4 kel, F.• faBA kN
a419111
te Concremin.3.35b1
1'
4-
134'
Jun IP4Nek
Colmmb Inten. 3.35 ke1
P
6'
1414'
1 PMek I
Hollow Bbok ASIM WO
2-IJ7
6'
1.1/Y
All I
50ulbm Plrc(SG -G55
1'
1'
14W
1) WHERE S1Jff9RNA CBNSITIONS REWIRE ANCHORAGE FROM MORE MAN ONE OF ME ANCHOR GROUPS ABOVE,
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FORALL TABLES IN THIS APPROVAL.
2) ALL ANCHOR HEAD WIRES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU =45 KSI, MIN FY • 33 MI.
4) FILLED BLOC( VAWES My ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO MAT A MINIMUM OF 3 THREADS EKTEND BEYOND METAL SUBSIRAIE
ANCHORNOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN M WMI-DADE COUNTY, USE ONLY
MIAMHDADE 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 IX ARE LESS THAN 1-1/2' THICK
raop6trnevrxm
PROPERLY SECURED, IXWOOD BUCKS ARE OPTIONAL IF UNIT IS
Eee�NekCw�le-Nk lkriWMa
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
Ae pLeeae NoL7�0y2p.oY
DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. IX AND ZX BUCKS
F-rNr+Sse Drlsn aa�;�T 2r,2.O
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
tAA11111 r111
NOT REQUIRED. IF USED, NONSHRINK, NON-METALLIC GROUT,
MAX. 1/4"THICK& 34CO PSI MIN., (DONE BY OTHERS) MUST FULLY
O
SUPPORT THE ENTIRE LENGTH OFTHE SILL THAT IS NOTTIGHT TO:
11(.,.J�..
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF
_
NO. �
SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REWIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
= *'�
BY THE AUTHORITY HAVING JURISDICTION.
=I y I )�
scal I NTS I f d 22 1 PGTOI2S
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL 'Jw','Jc,'Kw' OR'KC INSTALLATION.
EXAMPLE: 4-PANEL )000( IN POCKET (p) CONFIGURATION CAN BE
NOM. PANEL WIDTH NOM. P EL WIDTH p)D=p, PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
PER TABLES" A PE TABLES 13 CAN BE OXXXp.
2) 9D°8735°CORNER CONFIGURATIONS CAN BE ACOMBINATION
1 OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX. UNR � / I o MAX. UNR 1 / / p� 0 3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
HEIGHT 1 i HEIGHT / / 1 =
PER TABLES I3 I � P TABLES 73 / / I k' 'r OPERABLE PANEL,
�� Iw_ °O'= INOPERABLE PANEL,
PG<rEr I Po r l n 'P'=POCKET DETAIL LETTER
1-PANEL J 2-PANEL -J ` J 9/ "e=CONCRE EMETAL INSTALLATION INSTALLATION
CONFIGURA NFIGURATIONS SHEET NUMBER
MAX. UNIT WIDTH
.UNITWIDTH DLO WIDTH =NOM. PANEL WIDTH -7'
,�.\�� PANEL HEI HTOLD HEIGHT = OOOR UNIT HEIGHT - OOOR UNTHE HEIGHT NOM. PANEL WI H NOM. PANEL WIDTH
PER TABL 13 PER TABLES73
Igo
MAX. NIT I Ig m .UNIT
HEI HT EIGHT
ER
PER ESi3 I p_ T LES 1-3
NOM. PANEL WIDTH
TABLESPER ��iF7 iCi��•��
• �f6�'7 imL'l pfl�'7/II
MAX. UNIT
HEIGHT
W
PERTABLES 1-3 Lul
CONFIGURATIONS
„1
[ -///Ill /// //
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH :t
PER TABLES 7-3
mcL
h�jl cTBEYl6•p
J I � �pAln¢.tlS U,f>wrh
1 1oh MAX. UNIT la 3g 5u q...p ft l7.Gyzndj
Iz HEIGHT / g / Am E*e
I'g PER / 1 m / 2. wIS q I L.. .0 w1
�E TABLES 1-3ET
/ / SHE. W... tM4 r a'c
15
rc
MMET Ig® I ., 0 1 W.ftY.n .P�".W IVA..�111,
c r.�
CORNER. TYP. * No.587D5'P
(OUTSIDE CORNER SHOWN, 1i
INSIDE CORNER SIMILAR) -a
-p :. Lr h-7
FCONFIGURATIONS �'. A �.L�`
ww� erg o 7
sGnaro NTS 2 + 22 PG78128
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
NOM. F
PEI
MAX
HEi
96"C
NOM. PANEL WIDTH _
PER TABLES 1-3
MAXLNIT
HEIGHT
PER TABLES 13
NOW. PANEL WIDTH _
PERTABLES 13
1 1
MAX. UNIT c
HEIGHT
PER TABLES 13
1
fE1\Kr �liFriE>'9F7
�>'®its V�l{E>i81
m
m
m
m
m
m
i�'D
f�l'1
f�07
f�'V
f�C'7
i[17
fmFT
i�[q
iml'.l
i�F7
W
im01
7-PANEL CONFIGURATIONS
POGYET
_ ��Fliti®its®
NO
Mr.
Fun-ol
i
N
'WA
JW
Nounm
&PANEL CONFIGURATIONS
emr. orwrx�mnn
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'Jx', "JC,'Kw' OR'KC INSTALLATION.
EXAMPLE: 4PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE
PXXX(p, pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS. -
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
')("= OPERABLE PANEL, .
'0" = INOPERABLE PANEL,
'p' = POCKET
DETAIL LETTER
/�—W = WOOD OR METAL INSTALLATION
® -e'=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH . 7'
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT - DOOR UNIT HEIGHT-1.865'
L SGD - NON -IMPACT
a
3 122 POTO128
�m
* 1 Na. 58705
GLAZING DETAILS (G1 & G1A)
3/18' T GLASS
]a
E RIOR 82
a
3/4• NOM.
GLASS
]8
BITE
EXTERIOR
54
ASS TYPE G1
va• i Goss
74
t Du[fREYwID
EI(]ERIOR 82
WaP7laieiLL lk HNf11
Caae
Ao
Aarep4xe N4
Y
e.•p.wo. pin .-..
3NOM.
ILG L
-
GLASS
Rw wPn c..Nm
BITE
18
54
`, {I 111 Il ql]
1I4° TEMPERED GLASS, TYPE GI A
.
•�`....icEN
�. No. 58]05 p
GLAZING NOTES:
"P=TEMPERED
Ima rFCTMNaI.aY
^'�Oe
GLAZING DETAILS
'O�t�'''..aRIo15Nf.�'.���� .
g4mf
c`G
rsw..=L
rt•.cr. mama
SERIES 670ALUM. SGD-NON-IMPACT
�i itl
JR 06 7 NOLNANGES]NISSNEEf.
ar o.:
JR mndfa
,1°'.�P.°'`
mvro
aco-ma NTS 4 a22 POT0128
^^� ALYNNMILIERPE,
C P.EN seas
GLAZING DETAILS (132 & 02A)
SILICONE
HOT -MELT BUTYL
1' NOM.
STRUCTU RAL
SILICONE
FOAM
sTRUC'T4LENE
3/16' NOM.
POLYISOSUTY1/4'NOM.
Wrt
3/16" T GLASS
wRM DESIcDESICCANT
SIB' AIR SPACE
EXT. GLASEXT, cuss
3/16' T GLASS
74
ME ERIOR
. GLASS
INT. GLASS
<:I
�Y 83
KODISPACE SUPER
1za1z
,xf ,v
GLASS
4SG TPS SPACEONXTT"
BITE
]e
ALUMINUM
1" I.G. GLASS, TYPE G2
REINFORCEMENT POLYISfW.
NTFILLARFA
BUTYLE5116-NOM.
Stier NOM. SE
III LA
LICONE SEAL
DESICCANT ROLL-FORME
FOAM STAINLESS STEE
EXT. GLASS
7•NOM.
EXT. GLASS
174' T GLASS
�
1/2• AIR SPACE
TNT' GLASS
LA55
fliOpUC f REVI(�
1/4'TGLASS
17e DURASEA-0 XL EDGE
T"
19
SPACER
EXrEwrxiW314"NOM.
SPACER
�L"'a"""• •dj
.Nol1
a�A
2-
124-12]79
Part
REFERENCE TEST REFORTS: M4&F17. M&Rare
L1111f11ff
LYIVIV
pNY......
1" I.G. GLASS, TYPE G2A
Q:•;p ;
�.: No. 58]Os =
GLAZING NOTES:
'T=TEMPERED
I6N n1p0�001'pTIVE mp"
N VENI[E f1 J4:74 GLAZING DETAILS
' T-.
' d"��:`r DRIDa,:' 2
�%S`s
ryfp4eo-fan0 _
.. (2�`1
''rr
an owon c NO CWIGES MIS SHEET.
cwcocAurnrmme SFRlESB70ALUM. SGD-NON-IMPACT
;�NAL......
awh ox.
JR 022M4
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RE.456]65
y
DesMptlon
Me[erlel
124
Kanmedlrlg 4SG TPS Spacer System
125
Ouanex Super Spacer nXTwitll Hot Melt Butyl
See this
128
Ouanex Dufaseal
Sheet for
Materials
727
Cardinal %l. Edge Spacer
I I TABLE 1: TABLE IA' I I
Design Pressure (OP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
Farevnereatmgal PmhnW en W or 13Y carer u es, sae sass! 11
Tads appibs Is ell Glaze types and
the SIBeAstmgel Iypw shmm title✓.
OeerUml
Word
�-
k0keP)UPmayWImambr
Tads 1A
Ia a.o
LD
M uP
AneMrGwp
MchvGnuq
Arcln Group
A B C❑
g a c D
A e
c D
A e c 0
Dea'nPasmxe
4910/4271
•90.0/420
-WAI-1108
+ o/-1029
2C
iT
HeaNSip
GN GH GH
G+1
G•I
G•I GN G•1
G•1 G•1
G•1 GH
G•1
G•I G•1 G•1
mo
Jamb
10 e
41
10
B B 8
10 8
e 8
10
B e e
Pdmk
BN 6+T
6e
•i
]+B
T+B ]+B ]•8
7.8 HB
T+B HB
N8
i+B i+8 T+B
Dedm Pleasure
+900/-IM3
•W.01-100.2
+90018
.2
+80.3/60.3
T
Hee45i11
G•1
GH
G•t
G+I
G•1
GN G•1 GN
G•1
G•1
G+1
G+1
G1•
4A
Jamb
t0
8
B B
10
6 e B
10
B
8
8
0 6
a B
Punk
6.1
8+7
B+] B•7
1+0
i•0 ]+8 7.8
1+0
7+e
7+8
714
7•B 7+8
7+9 7+8
1%s nPrassus
+980/d2.9
+BI.3/673
+80.0/60
+738/-73.8
�.
29'
FoadrSw
rj
G+1 C4+1
I G+1
G+I
I G+
04+i
I c4+i
GN
G•1
G+1 G•1
G•I G•1
rMt G•1
0-0
Jamb
10
1 8 8
8
12-1
8
I 8
I a
t0
8
B B
1p 0
B B
P{volt
0+1
B•] BN
BN
7+6
I.8
NB
YB
T+8
T+8
Aa
NB T+B
AB
Otis nPmssus
4W,7/A3.7
N8.4/-7B4
•71614LO
.8
�.
35-
HeadlSill
G•2
G+2 G+x
45+2
G•2 G+2
G+2
G@
G•2
G•2
G•1
GN
GH
GN
G+1
G+1
a
DUD
.trnb
101
8 1 8
I a
10 8
8
B
10
B
e
B
10
a
9
6
Pilmk
9+7
6+7 6•7
e+i
T+8 ]+B
NBDa,b
)•0
I+a
T• B
]•8
]+e
]+e
]•B
]•e
l+e
n P.
+7I.f/- rl
+720/-T2
+
fi/6Aa
•60e/60
41•
H 5111
G✓2 G•2 G+2
G•2
G+2 G•2
G•2
CN2
G•2
G•2
G+2
G+2
G•2 G✓2
G+2 01+2
Mo
Jhmb
10 8 e
B
16 8
B
8
10
B
6
8
10 B
8 B
P4ed,
6+T 8• B+T
8+]
T+B ]+a
7+8
]•8
N8
1+0
1.9
]+B
T+B 7•8
7NI 7.8
1ksln
•2#/-726
•U..4/674
+61.0/61
wN.7/d1.T
IT
NeaNSYI
G•2
G✓2
G+2
G•2
G+2
G+2
G•2
G+2
G•2
G+2
G+2
r -2
fM2
G+2
G+T
G•2
GA
Jamb
t0
8
8
B
t0
e
8
e
f0
0
0
B
10
a
a
8
P4Dpk
8•T
B+i
6+T
e•T
7-0
7,5
T•B
]+B
]+B
>•8
T•B
T+0
]+B
T•8
)•8
1+0
nPrm'sue
•�.1/6A1
+GO/-64
+076/67.6
W0.6/60.6
�,
53-
Neab60
rA+3
G+3 G+2
G✓l
G•2
G✓2
G+2
G•2
G+2
G+2
LN2
G+2
CN2
G+2
G+2
G•2
010
Jamb
10
8 8
0
10
8
8
B
10
8
B
B
10
9
B
8
P�
B+]
8+] 8+>
8+]
T O
T+6
A
708
NB
]+0
T+8
I+8
1+8
T+B
T+8
1•8
FOR EIVIMPLE ON USING TABLE, SEE SHEET 7.
DLO WIDTH = NOM. PANEL WIDTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT -1.S66'
SIII Height to Maz (+) DP
(Water Infiltration Rating)
SIII Wsar HelBht
(«)Design
(Flatw Box, sea
Pwssule, psf
sneer 17)
Flush-1-1/2
see nota3
l�v-2-112'
+4a87
High-4•
1BO.p
OR LENGTH
OR RATIO = OH HE GHT OHLENGTH i QI OR RATIO z 1
NOTES iJ SEE NOTE 3
COTES
) POSITIVE PRESSURES IN TABLE i ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-12' 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 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A.
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. I-
TIFF FOL1 OWING STII F A ASTRAr.AI TVPFR SHAI I nF I IRFn W1H TAnI P f SPF cumR c is a vn cnD oAoTnwcuc,nuc AAm cu=—.n a .n
Interlock
Nhoek
Lockztlle@lamb
Straight Astragal
Assembly
Lockstlle@
Straight Astragal
......
9e•Astragal
Assembly
........ ...
Lodmtile@
90'Anragal
.�.. .... �........�.....�.
13S•Astrxgxl
Assembly
..�...J�...
LmWle@
135-Adragal
Standard SUlez
Standard Stile
Standard Stile
Standard5tile
Standard Stile
Heavy-duryStile
Heavy-duty5tlle
Heavy-duty5tlle
Heavy-dutyStile
ffLr��Iue
u-e�
StandaNAstragal
Outside Comer„
T`+1��--...31rmlJl.
Inside [P
Outside
Corner
Comer
Ins! e
Outside
Corner
6J
Part NO(x2)
Part#60
Part A60
Part#60(Stile)
Part#67(Astmgaq
Pan#60
Pan #61(Stile)
Pan N118(Ccmer
Receiver)
pad #119(out.)
Pad#120(ln.)
Pan061(Stlle)
Parts #31 
(Corn.&Fxd Mount)
Part#61
ra+r. oPAun3rA�e
aaoam I JVTS 1 6 - 22 1 POT0128
N0. 58705 r -
D.
0: -
I I TARI F I. TARI F 9A• I I
Design Pressure (OP) And Anchor Covntltias Required, (for tip Approved configurations on Sheets 2 & 3)
FwemmanBeal ercblpe 03 W ar Wcamer WBa, aea ekc111
raNc V93n mlA aYY nPoa W
64lNgceaplry0o oven
b'
W
LMwtlb
tOT
1
T
1]P
IM1e
/g
OIA
B4/d R0
BYA OISI
01-1e
-I
tD1/B'
1 IB- O
Belee.PwBM (•(OP may4
TatlexA.
Awllw mq
qnc wu
Uwp
ro mup
x r
ntlw p
OmXea Cy
A B C 0
p B C
0
p B C O
A B E&
g 0 0 0
A B C 0
B C 0
A B L n
Ltl] PmaWe
+80.0 -
-19a.0
/AxT.D
+➢AO/-r
+p10/-f0&
+p1 ➢.
ip0 .pa.
+baD dB.O
,N.
1]•
HeWSII
LNt
ON1 UN CN1
UN
GN G•1
CN1
CHl GH G•1 GN
GH
LN1 UN GH
UN GN G+1 G•1
GH
GH GH GN
G+1 GH ONt
GH
GH GH CNt CNI
PLO
JUM
10
B 8 B
10
0 0
e
t0 B B 0
1D
B B 0
t0 t0 10 10
10
10 to R.
10 10 10
t0
t0 10 tD 10
P w
r+B
r+0 r+B hB
AB
A T•e
A
7•0 1+8 7•5 Tw
7-8
r•8 r.A 7.8
e•B NB b8 B+0
B•I
Bw a•B e•B
Gto ato aID
at0
F10 a10 a10 a1D
fbe Rcacue
+W.O/-1tl.B
.920/-1313
+➢AO/-lxx9
+90.0/AISB
+e10/-f050
w10/J&1
+90.0/-9.1.1
+BLB/d].B
33•
1Me/BYI
CS.x
GS+R C3.1 U+I
C3.f
C3.1 Grt
C3.1
Cb+l
tl+t C0+1 CB+1
GN
G.f
C5+1 tl+1
G.1
LNI E5+1
G+1
tl+t Eb+1 Wf CS+t
CNI tl+1 U.1
C9.1
05+1
Cat Cal Ce+l
30,
0.O
Jun3
13
1B 8 B
13
16 8
8
t3
to B 8
f]
10
p e
tx
1D 10
10
4 ID 10 f0
H t0 10
tD
R
10 ID 10
Wm3
a0
a8 8+8 aB
Bw
0+0 a9
ap
48
8.0 0.0 8.A
Bw
aB
aB Bw
I+B
B.B aB
0.0
a0 Bw aB 0+0
BHO W0 BHD
BHO
a10
a10 ato 9+10
OeclprRbauv
+9A0/-fYtO
+W.O/-I16v
+W.O/-0W.T
.c0.D/-003
+Po.D/-0f.1
+853/-0Sa
•000/dx0
.re3/433
w
HIM&SA
tl.2
C3.2 Caz
Cat
Cat
OH3 Ca3
G•2
Ca2 Cax
tl+2
0.2
Ca2
R•3 CNI 6+1
O+0
C5+1 G.t
G+1
Cal
Cat 45+1
Cal
f3+1
Ca1 Cat Cal
Cat
Cat CNI C0+1
8-
U."
Jart4
12
10 e
8
12
10 0
8
13 10
0
0
Ix
'. 8 B
tx
10 10
10
12
f0 10
10
13
f0 10 10
13
10 10 10
pJmr
b0
B+B Bw
Bw
a0
8w aB
a0
8+9 a9
N0
8.9
b8
a0 Bw b0
0.9
I Bw Bw
a9
a0
bB aB
B+B
FIO
a10 a10 F10
W10
af0 a10 8.10
Do'WAe...
+➢AD/-ilid
w10/-IG3
.Iao'
S
.eTA/-0LB
4s'1141.3
N671-767
1
+raaa70.8
.603/b65
XaWell
Gw
CSw Eat
CSw
Ca3 U+2 CSw
C3.R
Cax
G+3
Cara
G+x
G.2
Cat G.2 G+
Gw
Cax Gw
Gw
U.x
CSw Cat
Ca3
ca3
GH3 C0.1
G.1
Cat
Ce+t Cal
U+1
42,
LV
BLO
JVM
w
t0 e
e
1x t0 e
e
u
m
a
D
12
tD e 6
12
10 10
10
12
to 10
10
12
to 10
10
tx
to tD
to
Pam
ae
ae e.s
bB
e.9 ae a9
e.e
a0
e.0
e.0
e.a
8.0
m9 ew aD
a➢
a0 Bw
av
aw
a.B ao
8+9
a1a
afo ato
0+10
0+to
alo ata
9+10
magn Praaee
wo.0/-foz0
.eAo/-0ea
.01.3/dza
+b.D/ma
.ne/-n.e
+88.s/i86
+b0/dto
.vno/fA0
4r
Safi
GMx CS+z Lb2
c.2
cax eat CSw
Ca:
ca: GMx
c5.z CHi
CB.x CHx tl+i LNz
CS+z Ce.x Cax
(5.z
CH: Wx G•x
CS.x
G•3
caz cs.:
G+2
eaz
tl.: Cara
Cnz
aB,
RD
3u,L
tx 1D 0
e
v 10 e
0
u tB
e a
1z tB a a
1z +D 10
m
1x l0 11
m
Ix
m m
m
v
fD m
m
PJuor
e•9 ae aB
av
a v
Ma
e.a 9.e
9.e ere
e.9 ae B.v e.a
9.9 av ew
a8
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v.lo
v.lD wto
WtD
v.lo
atD a+D
v.+o
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4T
RD
Gngn P,weuc
77. 77.
NLR/-7L3
NoteYa mhk to Vero dxBe '
PoWDYI
G.3
1
U.2
CA.2
G.2
G.2
CN]
Gw G.2
Cat
Jmi
10
e 0
B
10
8 e
0
1D
B
B
B
10
8 8
B
PfmF
ire
rw T.e
r.a
rw
TO To
»e
»e
r.e
i.e
r0
»0
ne »0
r.8
fir
0ID
Pneaue
.2 .2
NSa/-TSa
W60/-0BO
.0o0/t10
1ba1Bn
G.3
G.] G.J
G.3
G+J G+3 G+3
G+3
G+x G+2
21+2
EMx
G.x
Pus -2
C 2
Jamb
10
8 B
0
10 D B
8
10 0
0
a
10
B 0
B
pam
ne
>.e >.6
.e
7+8
`EXAMPLE ON SHEET
THE Frll I nWINl: RTII F & A. T Ae3A1 TVPFR RHAI 1 RP I IRFr1 Fl1R TARI F 9 CFF RHFFTR 11111 PnR PART 19APN910NR ANTI AHFFTR 1R A 9A FOR ARRFMRI V nFTAII 5
Interlock
P-hook
Lockstlle@Jamb
Straight Astragal
Assembly
LockstlleIt
Straight Astragal
90-Astragal
Assembly
Lockstile@
90'Astragal
195'Astragal
Assembly
Lockstile@
135'Astraga1
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
h�hLyp L-�+-'I�1�•
"OP
Standard Astragal
a
...I�
Outside Come'r11
Inside
Outside
Comer
Insld�
Comer
Coinside
Come
'
outside
Cotner
2:3
Part q61 (x2f
Part g6l
Part 961
Part 061(Stile)
part467lAstraga0
part461
pan #61(Sole)
Part N1181Comor
Receiver)
part#119(Out.)
part g120 (In.)
Partg6l(Stlle)
Parts N31&N32
(Com. & Fxd Mount)
Part#61
Nvlco:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4-SILL
2) WHEN USING THE 2-V2-SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX.
I-
WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
OH LENGTH
3) 4", 3-1/4" AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-11T 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 a
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR s
of OH RATIO k 1
WATER INFILTRATION. x
p
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 0
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH j
OH RATIO=Uri HEIGHT
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
SEE NOTE
f0m TE9aI000aYDwyE'
xwarAnsuns DPANDANCHORAGE
(Br 1. I8B0
CXFE OFAUIHBx92W SERIES 670 AL UM. SGD-NON-IMPACT
3R O05117 C A417SEDTAe1.EZ rs
o..px.
PeneF o•e.M ®
JR (191XY3B m.ar .0 swam N75 7 • 22
PG70128
Sill Height to Malt. (+) OP
(Water infiltration Rating)
Sill Riser Haight
(+)Design
(Flat or Box, see
Pressure, psf
Sleet 17)
F1ush-1-117
see note
LOW -2-112'
-46.07
Madlum-3-1/4•
eWD
High-4'
*gD.O
SEE NU I ES 1-;1
OLD WIDTH=
NOM. PANEL WIDTH-7'
DLO HEIGHT=
DOOR UNIT HEIGHT- 10.125'
PANEL HEIGHT=
DOOR UNIT HEIGHT-1,866"
g1p0uC(eEYbl!
waM*a.ievha Flltitio
halwneCede D
grwlP.awna y
e+Phellae Date r.r-.1-/�•20
Nraf P,alad Catlll4^
* N0.58705
A. LYNN MILLER, P.E.
P.EL 58705
I I TABLE 3: TABLE 3A: I I
Design Pressure (DP) and Anchor Quantities Requited. (for all approved c un0guretionB on Sheets 2 & 3)
For conwaste lmehom, on BP or 135' comer Imib, see.heet 11
Table ap90ea to e3 Glass typo
IN SOIe/A.otregel typee.hesn
W. Pal (1) DP may be
limited by Table 3A.
Door UNt
Hal 1
00'
w
BP
Per
IB' DLO
}7 OL0OLO
9IW 0
07/
Anc or pe
c or a
Anc or Typo
n ar ype
A B C D
A B C 0
A I B 1 C I D
A I B I C 1 O
it
HaeN5i9
G+1
04+1 C1+1 04+1
GH
GH
GH G+1
G+1
04♦1 C1+1 I C4+1
G+1
G+1
G+1
I GN
DLO
Jamb
10
B 8 B
10
8
B B
10
e 8 a
10
8
e
1 B
Ill
7.0
7" 7.8 7+8
AB
1+8
AB HB
7+0
I T+8 I7+B I 7+8
1 1 1
7+8
7+0
7+11
7+8
Delete Prour.
r90.0/-iS9S
+9a0/-i50.3
+9a0/43B.2
+BaO/-i1B
3P
23'
Headl3i0
08+2
W+2 C5+2 W 2
Cb+2
C8+2 C5+2 C5+2
C8+2
CB♦2
C5♦1
C5+1
CS+1
C8+1 ell QS+1
DLO
Jamb
19
12 B B
U
12 a e
16
12
8
8
14
12 B 8
PM.k
0+10
BNO 8+10 9N0
8+10
9♦10 8+10 B+10
8+10
9H0
WIG
9+10
9+1D
9+10 9+10 11+10
Desyn Preseme
♦90.01-139.4
+9401430.9
+9a0/-120
+9a0/-H4A
sail,
2B'
heaN8111
C8+2
C8+2 C5+2 C5+2
08+2
L8+2 C5+2
08+2
M+2
C5+2 C5+2
DLO
Jamb
14
12 1 8 1 8
14
1 12 e
1 B
14
12 8 B
14
12
B 8
PM9k
8+10
9.10 BHO 9+10
9♦10
9+10 8+10
9+10
8+10
8+10 8+10 9+10
8+m
B+10
8+10 s
Desetn Press"
+9110/4256
+9a0/-fiT6
+90.01-107.3
+90.0/4d7
92'
9w
INadl30
Cal
CB+2 C5+2 Cl
C9+2
C8+2
C5+2
C5+2
C8+2
CB+2
CS+2
C5+2
08+2
CB+2 C9+2
C5+2
o.
DLO
Jamb
14
12 B a
14
12
a
0
16
12
8
B
14
12 a
B
IF PM9k
8+10
9+10 8+10 8+10
..
8+10
0...
0+..
0+10
0+10
8+10
9+10
9+10
0+10 Ill
0♦10
Design Preaawe
+90.0/-Hfi.7
+90.0/408
+90.0/4112
+900/40
4V
41'
Heaesill
C6+3
08+3
C5+3
C5+3
08+3
06+3
C542
C5+2
08+2
08+2 G+2
C5+2
08+2
C8+2
C5+2
C5+2
DLO
Jame
14
12
B
B
14
12
0
0
1/
12 B
a
11
12
8
B
P4xak
al
8+10
9N0
9+10
9 10
8+10
9+10
9+10
9+10
9N0 9+10
IWO
B+1D
8+10
9.10
9+10
Dsagn Pressure
+97/-03
+77.2/J1.2
+69.8/-69.b
+62.8/426
54-
4r
Heral
CA+3 01+3 G+2
G♦2
G+2
G+2
G+2
G+2
G+2
CH2 G+2
G+2
G+2
G+2
G+2
G+2
DLO
Jamb
10 B B
0
10
B
B
8
10
8 B
B
10
e
a
B
Ill
7+8 7+8 7+8
T+B
7+8
T+8
T+B
7+B
]+a
HB 7♦B
]+B
T+8
T+B
7+8
]+e
ounProsslve
+0,21-79.2
+13.9/-733
+66/fi6
+58/.58
ro'
Sr
HeadlS01
G+3 C +3 C4+3
G+3
G+3
C4+3 G+3
G♦3
G+2
G+2 G+2
G+2
G♦2
G+2
G+2
G+2
DLO
Jemb
10 8 8
a
10
0 B
B
10
8 B
B
10
B
B
B
P41o0k
T♦8 T+e ]+e
7+8
T u
Ii+0 T♦8
7♦8
]+B
Aa ]+B
7+B
7+8 I
T+8 1
T+B 1
7+0
rUK CA Isl UN UamU IAnit, sGG brilI r.
DLO WIDTH = NOM. PANEL WIDTH - r
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT- 1.866'
THE Fl1I I Awflu 1 STII F R 49TPAr:41 TVPFC SN91 I nF I ISGII Grlm Tanl C 1 C=C 014==TC o< a nn 0n0
SIII Heightto Max. (+) DP
(Water InfiBmtion Reall
SIII Riser Haight
(+) Deal
(Flat or Box, see
Sheet 17)
Pressure, psi
Flush -1-112'
see note
Low-2-1/2-
+48.07
Medllun-3.1/4'
+00.0
Kith-4'
♦90.0
SEE NOTES i i
OH LENGTH
OH RATIO 2 1
OH RATIO = OH LENGTH
NOTES: OH HEIGHT
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 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 OP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED).
SEE TABLE 3A.
3) 4', 3.1/4' AND 2-112- 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
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 10 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.
Intmill
P-hook
Lockstile @ iamb
Shald Astragal
Assembly
Lacksele@
Straight Astragal
90'Astragal
Assembly
Iackrile@
90'Astragal
135-As ragal
Assembly
trouble@
135'Astragal
Heavy-duty5tiles
Heavy-duty5vle
Heavyduls Stile
HeaWduty5tile
Heal Stile
Heavy-duty Stile
HeaWEury stile
Heavy-dutyitile
Heavy-dutyitlle
,=
Il
6Al
Heavydurystragade
Outside Comer„
,rrY'I�il—ra?-Jll.
Inside Corner
Outside
Cc
Inside,
Corner
ImI
Comer.
Olrtslde
Comer
Part q61 (x2)
Partg61
Part gfil
Part q61 (Stile)
part gfi6 (Astragal)
Part 061
Part pfi11S81e)
Vartg138(Imer
Receiver)
part g119 (Out.)
part g120 (In.)
Pang61(SOIe)
Parts q3l &q32
(Com. 9, Fxd Mount)
Part gfil
raetF3 I �^OFA1H�
Sol I NISI a a22 1 PGTO128
wwouCreEvrsBn
orl1ep11ry.1m me Plotlll
in+<C<w 17roµ7o•e7
rxd wiwml< <�listas
j * No. 58705
A `s� ;
�O�F` '+�20R10P; 0�
SS oNAL EN1I
A. LYHN kiLWR PE.
P.EY5B705
NO FRAME "B+9" P-HOOK ANCHORAGE CONSISTS OF:
JAMB
SEE "C5' CLUSTER
SEE
7 (B) P-HOOKANCHORS,
'. REQUIRED
SEE"CS"CLUSTER MAX. UNIT WIDTH
DETAILS, SHEET 10
SPLICE
(pERPENDICULAR TO GLASS
r
DETAILS. SHEET IO FOR SEE'C5" CLUSTER DETAILS,
FOR ASTRAGAL
NOTE.
EXTERIOR PLANE) SEE TABLE 2, SHEET
REQUIRES'06' SHEET IO FOR INTERLOCK
THIS
POCKETS AND
INTERLOCK 24'
CLUSTER, SEE
MA%. O.C.
SHEET
SEE POCKET 9 P-HOOK
()
�� 42"NOM.
\ PANEL WIDTH DETAILS, SHEET 11
r_____
JAMB MOUNTING
x fir.
x f x x x xxxx x
6'MAX
INSTALLATION, ADAPTER
•'.,
x
xx�x•
THIS SHEET ANCHORS MIDWAY
j—WMA5C
r
> & SHEET 14 BETWEEN P-HOOK
lol
• ANCHORS & AT 3" j
O;
4 PAIRS
� •',��' FROM TOP •®
"= F
I
ANCHORS
S
14.
• ; ; ., : ° � � $
alb!
S 96"
m ANCHORS
(TOTAL 6
24• MA
O.C.
24' MA
O.C.
BOTTOM Max. o.c.
' MAX. TO OPENING Imo'
�I
I 114'M O.C.
--�
o
UNIT 21•MW(. ANCHORS)
O.C.
HEIGHT PER JAMS
I n
EDGE OF POCKET SEE i$ ®�
l��
I jj
0 0=P-HOOK
Q ANCHORS
x� (SEEJAMB
INSTALLATEN
x
DETAIL
®
RT
fil O = p-HOOK
BELOW)
L
SHEETS48PAION
iit�
®,
col
I I
A MOUNTING
-ANCHORAGE
OETAILS'J'BTC,�
3-
ADAPTER
x
(2ANCHORS)
SHEET I9 FOR
lo,
ANCHORS
_
'+2•
B• MAX.
P-HOOK �_______
ANCHORS ENO PANEL
o!I-1J
-
x x
x -
- x
x
x -
µ µ -KENO PANEL
`�••2'
ANCHORAGE
ANCHORAGE
,� x x x
xµ
x µ µxx
x x µ µ µ•
`�'�2'
µ'
�•+2•
6'Mm. ANCHORAGE (SEE
(SEE SKETCH BELOYJ)
�42'
�4p
SKETCH BELOW)
CENTERLINE
a, MAKI TIP.
gNCHOPAGE ANCHORAGE ANCHORAGE
ANCHORAGE
ANCHORAGE
OF PANEL 1
2.04'
6. SPLICE NOTE:
NONSTRUCTURAL
EXAMPLE: 5-PANEL.2 TRACK. 90" OUTSIDE CORNER-oX)UXXO - EXT. MOUNT POCKET ANCHORAGE PLAN
42'x96' NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
ANCHORAGE EXAMPLE NOTES:
I
1) APPROVED ANCHORS: SEE TABLE A SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
42"
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6.6•
NOM.
<•
•
INTERLOCK HEAD & SILL: 8' MAX FROM FRAME CORNERS. USE
PANEL
SEE'C5'CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
WIDTH
ETAILS, SHEET IO SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT
FORINTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS -
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
17
•+2"ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24•
35'
O.C. MAXIMUM.
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
21•
E� OCCURS AT THE P-HOOK.
MAX.
O.C.
NmBUCr REvmw
�.f�b me ROA�r
MN�6orW
A.xw.xa lwly7t !i 7i7n n 5
5.64"
B••BwY•h1e�.
IT
6 MAX
BXdrP wCmyI
CENTERLINE JAMBS & 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 6-9. SEE �FRAMEJCAMB
P-HOOK ANCHOR DETAILS ON SHEET 14.
-
"+2' ANCHORAGE ANCHOR PAIR
REQUIRES SEE'LS.
CENTERLINE CENTERLINE
"CS'
1
SHEET IS AEND NCHORAGE
ANCHORAGE
CLUSTER SEE DETAILS, SHEET 10 (.�OF
DETAILS, SHEET II FORASTRAGAL
INTERLOCK I ASTRAGAL (2 ANCHORS) B.
l•
•
4.051' 3.5' I MAX
411unu111L
I�11
EXTERIOR V
CENTERLINE CENTERLINE CENTERLINE
�- •+2'ANCHORAGE I--- •+2'ANCHORAGE I�,
OFPANEL 3
--
OFPANEL4 I OF PANEL
SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS
�p '- `•f j�,:'�`
-O'•. BM oF'
1� ANCHORAGE SPACING$ EXAMPLE PLANS
��F•''`?a+1ON-'�24;�
x�Y;rS/ONAI
fa04rarrm
�I1nnHu14`
JR OWSYT C
UPDATEDEXAMPLEMNRVANCHOR OVANDTY. DLNT.OFADTN.nurr SERIES 670ALUM. SGD-NQN-IMPACT
JR O2lM4
Ml]f4IR4FRIG ® °� Oi1pMi ••`
wmA,sa,vm sGLM) NTS 9 -22 PGT0128 C
A.LYNNMLLERPX.
PESEeros
ASTRAGAL OR {._SPLICE LOCATI ASTRAGAL OR I (FOR SPLICE
INTERLOCK-1 IFNEE INTERLOCK—, CONDITION, USE
CENTERLINE I CENTERLINE C6'CLUSTERDETAIL)
-- 3.5'
ASTRAGAL OR SPLICE LOCATION
INTERLOCK--"}F NEEDED
2-0}T4. 2.04'
4
E%TERIDR' DIAG. T. E%T�E�77RIOR
v 2-TRACK FRAME HEADISILL V
(oj ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5')
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK-IFNEEDED INTERLOCK-j CONDITION, USE
CENTERLINE I CENTERLINE I'C6° CLUSTER DETAIL)
3.5- 3.5'
2.04'
4.06' 4.06'
E EE7RIIOR 7,. IXIJ�E''1'RI�10R T 4' DIAG. EXTITE�7R7ID _
v XTRACK FRAME HEADISILL V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL
Ca) ASTRAGAL OR INTERLOCK C& ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED,'C6-)
ASTRAGAL OR (FORSPLICE
INTERLOCK+ CONDITION, DO NOT
ecuTcm ,ue USE THIS DETAIL)
ASTRAGAL OR SPLICE LOCATION
INTERLOCK—J IF NEEDED
CENTERLINE I
E%T�E''RLIDR
V
4-TRACK FRAME HEADISILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR I(FOR SPLICE
INTERLOCK CONDITION CONDITION, USE
I
CENTERLINE I +C61 CLUSTER DETAIL)
7'
E%iEnnRI�OR
V
4-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, -05")
4-
2-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'C6')
IV 6' DIAG.
2.04. 2.04_
EXTERIDR
21"
MAX. f
O.C. 1
4' 21"
5.64' MAX
O.C.
6' MAX.
T-2-TRACK
FRAME JAMB 6'MAX.
ANCHOR PAIR
ASTRAGAL OR SPLICE LOCATION
INTERLOCKIF NEEDED
CENTERLINE 3.5'
2,04"
7'
21"
DIAL.
MAX
O.C.
2.D4'
T-
6' MAX.
B' DIAG. FRAME JAMB
ANCHOR PAIR
ANCHORS MAY BE INSTALLED
- EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
NOTES:
S.64° 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
CIF NEEDED
\ 3.5'
— 3.5' H--
7-
4-TRACK FRAME HEAD/SILL
,AASTRAGAL ORINTERLOCKORINTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6')
WITH &WITHOUT SPLICE CONDITION
wrr.OAVIHRYA) II ( r{, I JCKIC3Vjt A UM-SGU-NUK-IMYRGI
NTS 70 + 2 7 PGTO128
.,uasrrsusa,m
Mt000CrmEv[
HWMpCN���
A4.OI�.RNa I704�
E.Ph.,W Ytle r��
4Dsrua ro4.�
* : No. 58705
2.04'
2.04"
INTERIOR 2.04°
IMERIOR 204•
NOTES:
INTERIOR
INTERIOR
1. ALL DIMENSIONS SHOWN
?4'DIAG.
7"
ARE BASED ON MINIMUM
4'DIAG.
B.94'
ALLOWED.
..12'
6.12'
3.5"
3.5•
2. DETAILS DEPICT ANCHOR
INTERIOR
80°
3. '
IMEMOR
D°
INTERIDI
1 °
RIOR
QUANTITY AND SPACING,
EXTERIOR 1
AND WOULD BE IDENTICAL
NTERIOR
rj.TERI-4'DIAG.
4'DIAG.
FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4'
ti
3.6" 4.
3.5'
3.5'
3
2.04•
ROR
2.04"
2.04'
EXlERX1R 4•
2.04" 7'
_RIOR
8.94"
90'CORNER
90*
13FRAME ER
13FRAME ER
2-TRACK FRAME
2-TRACK FRAME
2-TRACK FRAME
FRAME
CENTERLINE
LUSTER
(USE WHERE 4 CLUSTER
SE WHERE 6 CLUSILLTER
(USE WHERE S OR B CLUSTER
LUSTER
(USE WHERE 4 CLUSTER
STRACK
(USE WHERE 5 OR 6 CLUSTER
6 CLUSTER
f" OFPANEL
ANCHORS ARE REQUIRED,-M
4 08"
ANCHORS ARE REQUIRED,-C6')
ANCHORS ARE REQUIRED,'PD
ANCHORS ARE REQUIRED,-C6')
•+2'ANCHOR
INTERIOR
EXTERIOR INTERIOR
a.a3• z.aa•
't1'ANCHOR
4' 4" DIAG.
Z41•
IMERIOq 3.$• INTERIOR I
90° 7• 135° CENTERLINE
EXTERIOR I` OFPANEL
.3 3.6• 'a3•ANCHOR
4.00' 4.08' 7.
5.37° G. 5.37' G.
CENTERLINE 2'WAN
EXTERIOR 3.5" 4' 3.5" 4 OF PANEL
p EXTERIOR 7" 4' I ERIO0. ALL '42"ANCHOR DIAG.
90°CORNER EXTERIOR135°CORNER �II''77� MIEWS CENTERLIN
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL
('CB' ANCHOR CLUSTER REQUIRED CPT ANCHOR CLUSTER REQUIRED L YOUT
ATALL3-TRACKCORNERS) AT ALL 3-TRACK CORNERS) 4•DIAG.
wloOucrREVlem
A4'
uRubN°r'NH ae glMe
INTERIOR 264" NOImt CadT
2.04" AN°pPeTeNs l�-py�. 6
.12• 3.5' EWnrl.uie
EXTERIINt CENTERLINENTERIOR 5.88" OFPANEL 4
4. 3.5• 135°04•7
6.6.12" 3.5" 4,08•
7" EXTERIOR207' 4 4'DIAG. 3.5" 4. 3.5' I Tln nnTT
EXTERIOR EXTER100. CENTERLINE • NN �i
i
90°CORNER 135°CORNER 2.04• `S
OFPANEC `�aS .UGENE
R •`
4-TRACK FRAME MEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL No. 58705 ('C8• ANCHOR CLUSTER REQUIRED (•C8• ANCHOR CLUSTER REQUIRED *? :
AT ALL 4-TRACK CORNERS) AT ALL 4TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT = *_
(3-TRACK SIMILAR) --0
I0
mm TECNNancrmxNE �. :O-��.. stll odl�'bu�
N�� ANCHORAGE, EXAMPLE CLUSTERS FS'+.`.<oRlOp.�
JR "o 7 c" a 10ESTHXSN .. SEMES 670 ALUM. SGO-NON-IMPACT ON?L,ENG��`
mJR' u2/Ml4 — R.s wer NMI 11 s 22 Hw M A. LYNN NILLER P.E
PG7D128 C P.Easrras
INSTALLATION DETAILS
EDGEDISTANCE
SEE TABLE A. SHEET 1
EXTERIOR
MA
o MAX.
FSHIM
SEE TABLE A, I LA
EET SH1
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
2-TRA
w wool
WOOD ANCHOR TYR,
SEE ANCHOR NOTES
& TABLE A. SHEET 1
SEEANCHOR p�j�
NOTE 5, SHEET�Ij`
EXTERIOR I
2-1/16."
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A. SHEET
®2-TRACK FRAME SILL
WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TASLE A, SHEET I
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET I
2.1/16"
1/4"
EMERV b r MAX.
1 SHIM
aT
2X WOOD WOOD ANCHOR TYR,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET, & TABLE A, SHEET 1
®3-TRACK FRAME HEAD
WOOD INSTALLATION
2X WOOD WOOD ANCHOR TYP., 2X WOOD
TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR
NOTE 3, SHEET, SEE & TABLE A. SHEET I NOTE 3, SHEET I
ANCHOR
NOTE 5,
SHEET 1
(1/4' MAX
.)
fODER10R
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A. SHEET,
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE TABLE 0. SHEET i
EDGE DISTANCE:
SEE TASLE A. SHEET,
2-1/16•"
/—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 MAY BE
USED FOR ALL FRAME
METAL TYP., SEE /SMSANCHORTYP., TYPES PER TAB LE A,
TABLEA&ANCHOR LSEEANCHOR NOTES SHEET 1.
NOTE 4, SHEET &TABLE A, SHEET
6 4-TRACK FRAME HEAD 'DIAGONAL O.C. IS
METAL INSTALLATION MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
SMSANCHORTYR, METALTYP.,SEE DETAILS, SHEETS I0&11.
SEE ANCHOR NOTES TABLE A & ANCHOR
SEE & TABLE A. SHEETI? NOTE 4, SHEET
SHEET 1
(1/4"MAX.)
aT
2-1/16"
w
4-TRACK FRAME SILL
METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A. SHEET I
EMBEDMENT: SEE
I
frP'eTq�rrL r4 RMy
TABLE A, SHEE12-1116"'
EDGE DISTANCE:
A�.a N.
SEE TABLE A,
09
EMBEE
'I
METAL TYP., SEE
SHEETI
A, SHEET
TABLE A, SHEET t
DGEDISTANCE: TABLE A 8 ANCHOR
2X WDD EDGEDISTANCE:
2X WDDTYP.,
SEE TABLEA, NOTE 4, SHEETI
SEE ANCHOR SEE TABLE 0.
TYP., SEE ANCHORSHEETINOTE
SHEETI
3, SHEET 1 NOTE3,SHEETISMS
ANCHOR TYP.,
2-1/16"'
SEE ANCHOR NOTES
WDD ANCHOR TYP.,
&TABLE A. SHEET
SEE ANCHOR NOTES WOOD ANCHOR TYP.,
MIN. OF 3
rrrrrr
&TABLE A. SHEET SEEANCHORNOTES
THREADS
T,T71r11
SE' ••.�
8 TABLE A, SHEET 1
EMERIOR O El(IERgR
I
EMEROR
BEYOND THE
�� 1/4' MAX. SHIM +I L—
�nT
METAL
Qifi-•
1/4' MA%. SHIM --4
F— V
SUBSTRATE
*: Na Sams
114"MAX. SHIM
2-TRACK FRAMEB D
TAME JAMB TAA
ME
JAMB
*�
WOOD
METAL
INSTALLATION
;%h •., �f(S)
(aplarvfeM
Carr. oPwrx. nurse
sI'" —PGT0I'!C ALIT NE.058
sPem MS 12 wyl 128 P.E.M1 saTas
N ALLATION DETAILS
NCRETE EDGE DISTANCE: SEES RE7E
ER TABLE TABLE A, SHEET 1
A, SHEET 1 2-1/18' • PER LE
A,SH ET7
EXTERIOR 7i'
EMBEDMENT: J 1/4" ATE
3EETABLE A MAX.
SHEET 1 SHIM
PROPERLY SECURED IX CONCRETE ANCHOR TYP., P
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET I TABLE A. SHEET ANC
S2--TRACK FRAME HEAD
Ac CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CO
SEE ANCHOR NOTES 8 WOOD BUCK TYP., SEE
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHOR SEEANCHOR
NOTE 6, SHEET NOTE 6.
1 (1/4• MAX.)j SHEET 1
T 1 (114'MAX)
EX RRIIDR I EXTERIOR
2-1/16" 2
EDGE DISTANCE: CONCRETE
SEETABLEA,SHEETI PER TABLE
EMBEDMENT: SEE TABLE A SHEET 1 A. SHEET 1 E
(p 2-TRACK FRAME SILL
CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET
DPERLY SECURED
EDGE DISTANCE:
WOOD BUCK TYP.,
SEE TABLE A,
ANCHOR NOTE 3,
SHEET
SHEETI
1X1
SEE
SHEET uJ �����;:y CONCRETE
OR CMU
MAX SHIM II PERTABLE
A, SHEET I
2-TRACK FRAME JAMB
D CONCRETE/CMU INSTALLATION
EMBEDMENT; SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A, SHEET NOTES:
EDGE DISTANCE: EDGE DISTANCE: T. 'ALL
SEE TABLE A, SHEET I CONCRETE SEE TABLE A SHEET I SHOWN ARE BASED
2-,I78'• PER TABLE 2-1/16'• ON MIN. ALLOWED.
A, SHEETI 1/4' • DIAGONAL O.C. IS
1 SHIM MIN 4' (HEAD & SILL)
OR6'(JAMB)SEE
1!4' EXTERIoR DETAILS, SHEETS
MAX10 811.
SHIM=kit
CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYR,
DDBUCKTYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
OR NOTE 3, SHEET I TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
Bc
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
1 CONCRETE INSTALLATION S CONCRETE INSTALLATION
TEANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERLYSECUREDIX
WCHOR NOTESB WOOD SUCK.TYP., SEE SEEANCHORNOTESB7 WOOD BUCK TYP., SEE
TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 / ANCHOR NOTE 3, SHEET I
SEE ANCHOR
EDGE DISTANCE: CONCRETE
TABLE A. SHEET,
MENT: SEE TABLE A, SHEET,
da 3-TRACK FRAME SILL
Ec CONCRETE INSTALLATION
NOTE 5,
SHEETI
1 (7/4' MAX)
EXTERIOR
az
PER TAB E
A SHEET 1
MOMENT: SEE
ILE A,SHEE71 --I
• EDGE DISTANCI
U ANCHOft
SEE TABLE N
E ANCHOR
SHEET 1
&TABLE A,
SHEETI'-
114"
C ..OEAUM. PTINB
CONCRETE
A. SHEET I
EDGE DISTANCE:
SEE TABLE q SHEET,
EMBEDMENT: SEE TABLE A, SHEET 1
4-TRACK FRAME SILL
Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET
SEE ANCHOR NOTE 3,
SHEET 1
CONC./CMU ANCHOR 11118"
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET CONCRETE
OR CMU
EXTERIOR PER TABLE
A. SHEET 1
1/4'MAX SHIM L-
®4-TRACK FRAME JAMB
Ic CONCRETE/CMU INSTALLATION
NCHORAGE DETAILS
13 • 72 1 PGT0I28
CONCRETE
PER TABLE
A. SHEET 1
PRO➢L'Cf REVIEW
umpPlllK.Im me RemU
EDGE DISTANCE:
SEE TABLE A.
a y-o�.'1��p'g�rfj
SHEET
,TT —p
u/r CSYy
:IPIu a NryT
* No. 58706 �'
S�ONALTI?,
A LYNN MILLER. P.E.
P.EN 5810.5
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE
WOOD FRAMING TABLE A, SHEET I
TO PREVENT
P-HOOK MOUNTING ADAPTER WATER
o
WOODANCHORTYP., INFILTRATION
SEE ANCHOR NOTES
EMBEDMENT:
SEE TABLE A,
SHEETI
& TABLE A. SHEET 1
28 (ALSO SEE TYP.
1 ILLUSTRATION, SHEET 9)
L �DGEDISTANCE: SEE
TABLE A, SHEETI EMBEDMENT:
SEE TABLE A
29
EXTER OR SHEET I
PHOOK SEE ANCCHORTVS P-HOOK
SEE ANCHOR NOTES
8 TABLE A, SHEET 1 CONCRETE OR �
(ALSO SEE TVP. 2.693" MIN. CMU PER TABLE
ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1
®P-HOOK FOR USE WITH FLAT SILL RISERS
Jw PARTS #18. #20. #22 OR#24.
WOOD INSTALLATION EXTERIOR MOUNT SHOWN.
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEE ANCHOR
P-HOOK MOUNTING
CONCRETEOR
NOTE 4,SHEET I;
EMBEDMENT: SEE
TABLE A. SHEETI �
ASMS
CMU PER TABLELE .
MIN.OF3THREA05
ANCHOR TYP., SEE
A. SHEETI
. BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
28
&TABLE A, SHEETI
(ALSO SEE TYP.
EMBEDMENT:
ILLUSTRATION,
SEE TABLE A,
EMBEDMENT:
I
SHEET9)
SHEET 1
SEE TABLE A,
DISTANCE: SEE
SHEET 1
ABLE A, SHEET 1
P- OOKSMSANCHORTYP, / EICTERIOft
SEE ANCHOR NOTES J n
& TABLE A, SHEET I V
(ALSO SEE TYP. 2.693' MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, #21, 023 OR#25.
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
! .OFAUgI./
2.693"MIN.
EDGE
DISTANCE
i,
ANCHOR
ANCHOR T SEE
�
NOT
ANCHOR NOTES 8
TABLE A SHEET 1
1-1/4" MIN. EDGE DISTANCE
EXTERIOR
P-HOOK MOUNTING
ADAPTER CONCJCMU
ANCHOR TYP., SEE
"'• "' "`''" "' '•
ANCHOR NOTES&TABLE
EMBEDMENT: SEE
A, SHEETI
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
FOR USE WITH FLAT SILL RISERS
®P-HOOK
Jc PARTS #18, #20, #22 OR #24
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES IA, 2A& 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT SEE
ADAPTER CONC./CMU
TABLE A, SHEETI
ANCHOR TYP., SEE
ANCHOR NOTES 8 TABLE
/-A, SHEETI
(ALSO SEE TYP.
ILLUSTRATION. SHEET 9)
1-1/4" MIN. EDGE DISTANCE
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN, ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES ".
SHEETS "FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
MOg11<f gEVIEBp
�� PI�Mtl,�4 RM4
4apluarvc I -0 1e-eq
sywl. mh 4r1-��-. sO
♦91E� Iotl�l �-'��
P-HOOKCONCJCMU / E% RIOR
ANCHOR TYP., SEE J
J'7
ANCHOR NOTES & TABLE V
A, SHEET 1 2.693' MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
®P-HOOK FOR USE WITH BOX SILL RISERS
2�
Kc PARTS #19, #21, #23 OR #25,
`o NN
��� Y LY
41�
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA, 2A& 3A MOUNT
` �f"ON'., EN
?; UGENyF
'`F
FOR WATER RATINGS) ONLY
a 5&
NTOS
,AO •.-• ATE I .: �l(/`�
A
ANCHORAGE DETAILS
scosscINTS114 + 221PGTO128+ 221PGTO128
CONFIG. EXAMPLES
A'
SHEET 18; INSTAL
DETAILS'AY
SHEETS
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'DW & Ue, SHEETS 12 & 13
PANEL
PANEL
TYPE
TYPE
'OS'
NOM.
NAX
PANEL
PANEL
WIDTH TV
HEIGHT
SEE
PER
NOTE2
TABLESI
x
X
MAX. UNIT
WIDTH
PANEL
TYPE PANEL
AS. TYPE
'M
b a
NOM. PANEL WIDTH
TYP. PER TABLES 13
EXTERIOR 1
90°
CORNER DETAIL T12,
SHEET 19 8 CORNER
ANCHORAGESHEETII
MAXUNIT
.
MAX HEIGHT
INTERLOCK DETAIL
DLO PER
V. SHEET IB
HEIGHT TABLES
13
F.%iERlOit INTERIOR
JAMB DETAIL'GY, SHEET
1 B; INSTALLATION DETAILS
'Gw' &'Gd. SHEETS 12 & 13
90"
EXAMPLE: 90° INSIDE CORNER 4 PANELS - XX/XX
#10 X 1-112"
PH SMS
SILICONE
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES'
1) -SEE 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS e-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL.
3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
fw0�o-two
rear. oEwTnaaao
DLO WIDTH = NOM. PANEL WIDTH- 7-
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT= DOOR UNIT HEIGHT-1.888'
15 >15 22 1 POT0128
/RUsO[rggvmm
6 ilow �
1 Qc _ \
* ,' No. 58705
CONFIG. EXAMPLES
_RLOCK DETAIL
SHEETI9 -,-,-
FIXED JAMB DETAIL'G2', /ASTRAGAL HEADER DETAIL'' A', SHEET
SHEET 18; INSTALLATION DETAILS'L7' & 18; INSTALLATION DETAILS
DETAILS'Gw' &'GV, L2, SHEET 19 'Ay/ &'Ad. SHEETS 12 & 13
SHEETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R
'L'
'D'
'A'
MA
PANEL
UN
HEIC
MAXWIDTH
TYP.
PE
PER
SEE
TABI
DLO
TABLES 13
14
HEIGHT
SKEETI5
cx
a
D
MAX UNIT WIDTH
DETAIL *T, SHEET 18;
TAILS'GV/ &'Ge. SHEETS 12 & 13
HEADER DETAIL'X, SHEET 18;
INSTALLATION DETAILS'AW &'Ad,
SHEETS 12 & 13
90° ,
MAX
DLO
PANEL
TYPE
K' MAX.
UNIT
HEIGHT
PER
SEE
TABLES
NOTE 2, 13
iEET 15
( &13, X X X .
�'
L SEE FRAME 8 I
J
PANEL CORNER SILLDETAIL'D'. SHEET IB; MAX UNIT WIDTH � I
CONSTRUCTION EXAMPLE: O)O(X INSTALLATION DETAILS
DETAILS SHEET 16 2-TRACK 'DW & T)o', SHEETS 12 & 13 EXAMPLE: 900 OUTSIDE CORNER- XXIXX (2-TRACK)
ASTRAGAL DETAILS'LTJAMB DETAIL'11', SHEET 18;
& INTERLOCK DETAIL'M', SHEET IB INSTALLATION DETAILS'IW&
L2, SHEET 19� ,-1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS I2&13�
�-/HEADER DETAIL
L JAMB DETAIL'H2', SHEET P-HOOKDETAIL V&'K',SHEET V, SHEET 18; ( ,�
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS %1v, INSTALLATION JAMB DETAIL PIT, SHEET 18; INSTALLATION
'HW &'W. SHEETS 12 & 13' 'JC'.'KW &'P&, SHEET 14 DETAILS'BW &'Be. DETAILS'W & le. SHEETS 12 & 13
SHEETS 12 & 13
'jE
'PANEL
PANEL
.A,
TYPE
TYPE
K.
.CS.
.Q5.
T
FIT
SILL DETAIL
NOM.
A
'D', SHEET
MAX
/
,
PANEL
/
ES
18;
WIDTHTYP.
INSTALL
DETAILS
HEIGHT
TABLES 1-3
SH E SG
a
�
MAX UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'M'
'F
MAX. UNIT
NOM.
q
HEIGHT
PER
/
/
/
PANEL
WIDTH TYP
/
Zg
��s
TABLES
MAX
SEE
PER
I
13
DLO
NOTE 2,
TABLES 1-3
qaq
HEIGHT
SHEET I5
u7
1D
a
b
b
r-- MAX.UNITWIDTH �1
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'M'
'F
'F
'P'
NOM.
UN
yPANEL
HEI
WIDTHTYP.
/
PE
SEE
MAX.
PER
TAB
—NOTE 2,
DLO
TABLES 1-3
1-
SHEETI6
HEIGHT
b
L
x.
D
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
'M', SHEET 19
90° OUTSIDE CORNER
L'N t', SHEET 19 19&
CORNER ANCHORAGE
SHEET 11
IMERIOR
FXIERIOR
NOM. PANEL
WIDTH TYP.
PER TABLES
X. UNIT WIDTH 13
HEADER DETAIL'C', SHEET
�18; INSTALLATION DETAILS
'CW 8'CC, SHEETS 12 8 73
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IT
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LES
3
EXAMPLE: OXXXD SILL DETAIL'S', SHEET 18;- EXAMPLE: XXXO SILL DETAIL'F, SHEET 18;
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS - (Q-TRACK, BY-PASS) INSTALLATION DETAILS
'EW &'Ec', SHEETS 12 & 13 'Fw' &'Fc', SHEETS 12 & 13
rom}rcimotoovoanE ^�.�
K VkM[7:ftW/ti EXAMPLEELEVATIONS
r&9181}Qf9
.„........................ rzxr.aunKasae EERIES67EOALUM. SGD-NON-IMPAC
sonmo I NTS 1 16 •1 16 221PGTO128
* ; No. 58705
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
SINGI-ENTERLOCX INTERLOCK
Flt
SITE
LOCI(STEE
AS RAGLL
ASTRAGAL
BD%OU
ABOXW
90 LOCKSTRE INT COMM
BO L CO XSel,
9 pECENFA
BBRECEI R
FM CORNER
EXTCORN�
I�RECEM
TYPES
OUT
N
W/HANDS
BOX OU
BO%IN
W/HANOLE
W/HANDLE
W/HANDLE
W/HANDS
W/NgryOLE
WI NANOLE
KRECELMR
W/HANDLE
IIffiR
W/NANOLE
—�
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MIS
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it 1
6120
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F
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TV
TW
IN„N O�CK �-
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PANEL NOTES:
1. SEE OP TABLES 1.3. SHEETS RA FOR PANEL
LEFT
INTERIOR
SIZES 8 DESIGN PRESSURE.
RIGHT
J60%IN
W/p��
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
H-
A
T
U STILE
�EXTERIoft
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
STILE AND ARE NOT AVAILABLE.
eo%a r
F
t `W`
tmxam
3.90°ASTRAGALS TO USE HEAVY -DUN STILES
LL
Ae0 INS
T
/ PANEL'E°SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (01), CORNER RECEIVER(9118) AND EITHER
EXTERIOR(#119) OR INTERIOR
W
V APPLICABLE STILFIASTRAGAL
REQUIREMENTS.
(#120) CORNER
J
reoXM
Itlt'M
- ASTRAGALS.
INTCORNER
9D LocKsnLE
RT
CI
ASTRAGAUSTO DUSEHEAVY-DUTY STILES
(#81)AND CORNERADDON fKii
J
W/HANDLE #120
( ).
LU
FxlcoRmER
eo LGCKSTEE
Q,
QS
SILL RISERS OPTIONS
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HANDLE
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/1S01 RISER FLAT
SILL RISER. FLAT SILL R
T2 24
UFLUSH, 1-I12'
l`J LOW. 2-1)2'
MEDIUM. 31/4' HIGH�4'
E%T CORNER 1
W/HANDLE #fi1
INT CORNER p31
35 RECENER
WIWINOLE
VT
WT
VS
WS
VF
A
WF
EXTERIOR
I
I-�
E%TERIOR I
BOfi'
Imo-
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SILL RISER. BO
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SILL RISER, BOX SILL RISER. SOX Q'
18'
21
�3 25 No
O OHIGH`4•
FLUSH. 1-1/2"
LOW. 2-1/2"
MEDIUM, 3-1/4' _ *: �]�
* *'
'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 641
��'/ )��•��
_
IOTEGIAtlLDDYDAV£ mee.. STA
k ve+%�R.3um PANEL TYPES %�co''•...
tB11)bl16t0 %SS
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® saDam NTS 17 .22 POT0128 C ALA#s 05 PE.
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
Gt
2-TRACK JAMB
W105 6'LOONG CLIP#105
W/RETAINER#105
MIDSPAN (SHOWN WITH
Y1 FIXED PANEL TO
THE INTERIOR)
ARIOR
~J G3
2-TRACKJAMS
(SHOWN
WRH
OPERABLE
PANEL)
112
0
2-TRACKJAMB 4O
;LIP VW OR#105 51 52
2-TRACKJAMB
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V/ RETAINER #123
SHOWN WITH
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HE EXTERIOR) 53
EXTERIOR
106 FGLL PANELJAMBLENGTH
6DORM 105
OCKPAR
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60 OR 61
6 5
5 SEE DETAIL GI
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1
103 SEE DETAIL 6
2
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PANEL CLIP 103
5
16 1]
600R61
�E%TERIOR �E%TERIOR �I IOR UEXTE ERIOR
3-TRACKJAMB 3-TRACKJAMH V4-TRACKJAM8 4-TRACKJAMB
eHt (SHOWNWITH S(SHOWNWITH 11 (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
vv -- EXTERIOR EXTERIOR
'EMOR 55 a a
SHOWNWITH 2-TRACKW/SCREEN 3-TRACK
OPT SCREEN A FRAMEHEAD IV FRAME HEAD
TRACK
53 89 fig
E%iERIOR �T
rl ]20R ]3 a BtMl OTMII (�0 ]20R ]3 0
EXTERI
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2-TRACK W/SCREEN
0 FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
13, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
3-TRACK
E FRAME SILL
N VFIdCE FL 3Ql6
(w0�w tmo
CERf.OFAURLRFID6
4-TRACK
P FRAME SILL
I PR0000TlP3,ym
MAX. UNIT-ck-pwm hYt"Aft
HEIGHT PER Aarq�a<ena4p^ D
TABLES I3 946,A.0.l.
J O.pr uiC k
a
SON....... N,�i
L�cENyf'•.�i ��
*: No. 5B]05
�7 g °A� °v�O�^ ^" A. LYPE. RP.E.
JR OY1NI4 °p� 90DBAi i�%$ lb +22 PGT�129 C PEA 66I05
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
INTERIOR
5 4 6t 113 110
28 28
30 T
27 63 28 v 63
11
113
W ORet 60 OR at
to
62 111 63 600R61
20
65
ZO 14
65 65 5
20
TT
V EXTERIOR 111 E%TE ER105 t1t 6z
BD°
®P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS —E-M
(EXT. OR INT. MOUNT) � EXT. MOUNT ONLY
INTERIOR EXTERIOR
INrewoR
E%T�IET�R1IOR
V
j G'j
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OCK PART OC qR
1D3 ]5 B61W-11 103 15 110T-1T 61
L, JK PART
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5
®INTERLOCK
M
14
tt3
60 61 61 118
fi
1-L E%TERIOR 113 �E ERIOR 113
11
V
113 1N 11O
67 66
' ITEM II61 (HEAW-0U
STANDARD ASTRAGAL #67 _ ASTRAGAL #68
OWITHH
90o OUTSIDE CORNER 90o INSIDE
STILE)60
L7 WITH STANDARD STILES#60 HEAVY-DUTY STILES N61
Nt 2-TRACK SHOWN N2 2-TRACKSHOWNER
(STANDARD
ARD STILE)
(STANDARD BILE) ALSO
E)ALS0
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN
APPLICABLE, SEE TABLES
(BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED
13, SHEETS 63 FOR DP
TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN)
(PSF) ASSOCIATED WITH
STILES.
4INTERIOR
PRODII rREVJm
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4INTERIOR
91 75810111
A�rcei1°nrOe Ma-1.C:
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11 5
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LOCK PART 91 103 61 11 EXTERIOR 1
756107-11 V 14
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®135°INSIDE CORNER
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135' OUTSIDE CORNER
01 2-TRACKSHOWN*;
No. 5B705
1CATFLI0.OlOGYDgVE
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HORIZONTAL SECTION DETAILS, CORNERS
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A. LYNN MILLER P.E.
P.E., fi6]ofi
Item
III
POT
Dw .tl
PDT
Description
1
17306
6173M
bIPACKNEAD
2
173M
51730)
2-TRACK HEAD WITH SCREEN RAL
3
17309
(117309
S.1RACK KEAD
4
17312
E17312
4-1RACK HEAD
6
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAMEHUDI"SSCREENADOCN
7
173N
617304
MRACKSLL
B
17301
617301
2-1PUCNS111MIIHSCREENML
8
17307
6173W
&TRACK SILL
10
17310
1 617310
IFTRACK SILL
11
17313
017313
FMME SILL TRACK MEW
12
17315
617315
FRAME SILL SCREEN ADDON(SEE N0M3)
13
17316
DIMS
FRAME SILL SCREEN END AODON IBM NOTE 3)
14
173M
Dines
2-TRACK AMD
15
17302
6173M
2-TRACK JAMB WITH SCREEN RUL
16
IM08
6173M
MRACK AMB
17
17311
517311
4-TRACK AMB
16
1TIG
517322
SILL RSER-FLAT, FLASH, I-IW
10
17319
617319
SLL FUSER- BM FLUSH. 1-IW
20
17321
617321
SILL RISER - FLAT, LOW, Mir
21
17310
Mile
SILL RISER - BOY. I.M. Mir
22
17355
GiT355
SILL RISER - MAT, MEDIUM. SI/O
23
173S
6173M
SILL RISER- BOX MEDIUM, 1114•
24
17M
617333
SILL RISER - PLAT. NICK 4-
25
17320
617320
BILL MDR -BCX NIGH, 4'
26
17333
61T333
POCKETP-HOOK -
27
Tom
WWD
NEOPRENE BULB WSTP FOR P-HOGK
2B
Inm
61TL14
PGCKETP4 DKMOUNT
29
17335
617335
P-HDDKCOYER
30
17MB
MIND
POCKET P-HOOK FOR BM RISER
31
17378
617376
135 CORNER
32
17376
617378
13511EOMOUM
ITEMS 4053 ARE SCREEN PARTS:
40
4310
612258
SCREEN SIDE RAIL-UXKSTILE
41
7L0CKWGSK
SCREEN LOCKSET
42
41616
SCREEN KEEPER SPACER SET
43
8152
M152
SCREENINTERLOCKADAPTER
K
412B
8M20
SCREEN DOUBLE PIIERLOO(
4
017
elm
SCREEN TOP RAL
46
431B
61T257
SCREEN BOTTOM RAIL
47
6M
78W
STANDARD ROLLER
M
me
Taw
STANDARDROLLER-STST_
49
4344
693H
SCREENASTRAGAL
ED
IM49
617349
Om SCREENAWRAGALADAFIER
51
1682
NB92
SCREENSPLNE-.165-
52
tE94
81604
SCREENSPLNE-AW
53
61B16G20
SCREENMoni
R
1725
IliXd'%1118'BET. BLODK. 7EOPRENE Sb •Id
55 I
1128 I
Ii-X4-X1I16-SET.
BLOCK. NEOPRENE BS �/S
Item
#
POT
Dw .tl
POT#
Description
W
Inn
Ginn
PANEL STLLE
et
17328
BITGS
PANEL SIRE (HEAVY DUTY)
G2
1732/
8173V
INTEMOCK ADAPTOR
63
1225
67240
VINYL BULB MTP.- THIN ONSIDE INTERLCCK)
51
I729
71729
SILL END WEAU ERSTRIP PAD
SS
I"M
MIND
NTERLACKGCREWCOVER
W
17320
617329
ASTRAGAL
SB
IM39
617MO
1PAVY DUTY ASTRAGAL
BB
17324
617324
TOP B BOTTOM RAIL
70
17350
417WO
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1N5
TINS
1412- X V X3/P HIGH FIN SEAL MST PLUGS
n
aim
78153X
TANDEM ST. MROLLER ABBY.
73
aim
7815M
TANDEM NYLON ROLLER ASSY.
74
SILICONE
COW-B99; OOV/4195 OR GE-T/0D
75
8185
781MX
GEMINI MORTICES !-Y DUAL LOCK WJLONG TRIM PLATE
76
71032X1FPF%
01= X V FL SS SCREW IN( TYPE 'F'TIP
n
TIMIS
10,3QWSELZNCUNUI
TB
InSG
617M
MS 51/4'BUD
TB
17357
61=7
PIG BEAD
80
17350
817358
7/16'BEAD/FMOPANELCLP
83
1224
W247K
VINYL BULB WEATIERSTiP
83
61745
1745
LDWE 64 n IIT%ills' SGL Sim ADR. TAPE, PMYE111.
1D0
8052
48052
1 ROLLERADL HME PLUG
101
72087
JAMBBLAAPER
102
tam
716H
DUSTPLU0
IRA
61M
7818SX
1-KEEPER
1N
853
TSDXEEP
SCREEN LOCK KEEPER
1M
17344
617314
FIXED PANEL CLIP -T LONG
1M
17352
e1TSE2
FDED PANEL RETAINER-NIV
1W
I
71739
MNDLE KIT- INTERIOR RAISED WITH THUMB TJRN, USED WITH 015
10
170
71740
HANDLE KIT- RAISED E%TERIOR HANDLE, USED WI1H#75
108
1131
T81G2SN
MNDLE KIT -RECESSED IRA. WITH THUMB THIN. USED WTIH#TS
110
IM
761M
HANDLE KIT. RECESSED MIERIOR PULL. USED Will VS
III
71001PPSDAX
510 X&P PH PM TEN -S.S.
112
12M
W316
WSTP,.2NX.110-FNSEAL
ITS
1712
"Gas
.18TX.MWFINSEAL
114
71=lWPX
10XI.IZ
115
71WPT
10X1-
116
=IX
NIC20 X1'S.S.
117
TAIDD12%
AWNX1-II2'S.S.
116
17330
6173M
W DEGREE CORNERRECENER
119
17]3T
617337
90 DEGREE MISDE CORNER ASTRAGAL
120
173M
61173M
WDEGREE PSIOE CORNER A9IRAOAL
in
173M
617352
F D PANEL RETAINER, 71W
P4#46R1696
C .. OFAV77L IAAD,
NOTES:
1) ALL ALUMINUM = 6063-TS
2) ITEMS # 3339, 5G59, 65, 81. 84-99.
121 8,122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR 013 REQUIRES
MIN. #10 EMS OR 3/16' MASONRY
ANCHORS @ 24- MAX. O.C.
®{
# ; NO.58705
•2 onu tin — mmrwrson I lam I� I' '- I" I - A LYNN MILLER. P.E.
.5R L12ldPf4 s4,,,,°Of �,r� sao-67o fJTS 20 •?1 PGT6118 C P.E.P W70
5.069' 8.562'
0.080"
1.211' 1.505'
0.081" O2-TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198"
u u U U U L121
0.081" O2-TRACK HEAD W/SCREEN TRACK
(6063-TEAL)
6.528°
D.O80'
1.505'
O9 3-TRACK SILL
(6063-T6 AL)
7.105"
8.221'
O.OBO'
uv
M-10.081'
1.21T
1.605°
Tll
O3 3-TRACK HEAD
O8 2-TRACK
SILL WI SCREEN TRACK
(6063-T8 AL)
(606346 AL)
9.142'
4.49"
0.080'
1.211° 1.505°
0.081' O4 4-TRACK HEAD Oi 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
1.514'
1.260'
0.OB0'
O6 FRAME HEAD/JAMB SCREEN
ADD-0N
(8083-T6 Ay
E S�HHEET 17 FOR SILL RISERS.
I SEJR�I 14AVIl C NO GWJJGES PHIS SHEET.
0.062'
0.532'
1.516'
FRAME 61LL SCREEN '
12 ADORN
(60(13-TGAL)
REQUIRES MIN. N10 SMS
OR 3/16' MASONRY
ANCHORS @ 24- MAX. O.C.
I+- 0.060-
0.780°
1.990"
FRAME SILL SCREEN
13 END ADD -ON
(6063-TEAL)
REQUIRES MIN. 010 SMS
OR 3/16" MASONRY
ANCHORS ® 24- MAX. O.C.
IS10eoo-rwo
LEHr.OFAUIN..RAY
18-
2-TRACK JAMB W/
15 SCREENTRACK
(6063-T6 AL)
15'
10 3-TRACKJAMB
(6063-TO AL)
-y 1.36"
II
1.872'
0.062,
1
1.019'
0-081'
SCREEN
40 STILE
(6063-T6 AL)
5.069'
-{ j- 7.D45'
I
r
1.893'
0.062'
82-TRACKJAMB
4SCREEN
TOP RAIL
(6063-T6 AL)
(6063-T6 AL)
v 4-TRACK JAMB
(6063-TEAL)
acGero I NTS 1 21 • 22 1 PGTO128
!-� 0.875"
1.BB3'
0.082-
SCREEN
BOTTOM RAIL
(GD63-T6 AL)
/R000Cf,ILV y
b�nt�CW�.vkh 1Se RaMa
AnpUnn No 17-Gv2p.�
aWrrY. 0.1eTTT-
M� r• Il.iyi ryyy r
140.58705
0.718,
0.082'
6.264'7
FRAME
5 SCREW COVER
(6063-T6 AL)
0.83'
3.802'
0.752"
0.574'
D.D80'
SILL 0.
OO OFa!075'=�
11 TRACK P-Ii00K 28
(6063-T6 AL) (6063-T6 AL)
.155' 2.30
0.080'
0.830.
1 974'
2.44'
3t 135' CORNER
(6063-T6 AL)
87 STANDARD ASTRAGAL
(6063.T6 AL)
1.003'
0.757.
0.050'
8105 FIXED
PANEL CLIP
(600346 AL)
S5W
0.7a9"
D.080' v
FIXED PANEL
1D8 RETAINER. 9A6"
(6083-TB AL)
1.488'
.080' 1.870'
O 135o FIXED MOUNT
(6083-Ts AL)
2.304' 3.802'
0.752' - L
0.796" ILI 1.183'� 0.885'
0.062' �(
0.233" 0.062°
P-HOOK MOUNTING P-HOOK SCREW
20 ADAPTOR 29 COVER 0.080' ja P-HOOK FOR BOX RISER
(6063-T6A1) (6063-T6 AL) (6083-T6 AL)
4"
0.082'
1.60D
3.125°
OSTANDARD STILE
(6063-T6 AL)
4" --�
L
0.133' �7. II600
st HM DUTY STILE
(0083-TEAL)
1.739'
VT8.
8E M
DA APTELCK
(6063-TO AL)
3.979"
j - 4.125' j`
0.062' 1.304' �1 1.050' jam-- �j 1.050'LJLJ
I�
0.075'
fl JI
F
.289'045' .611'
.I349'
045°
0.281' 3.25'4--
OGLAZING 07A6'GLAZING 03/78'8114' se HEAW DUTYASTRAGAL s9 70PIBOTTOM RAIL 79 eo 76
(fi063-TB AL) (6063-T6 AL) BEAD fI.G.) BEAD. FIXED GLAZING
(60W-T6 AL) PANEL CLIP 8EAD-
(8063-T8 AL) 76063-T6 AL)
+1 1.03' F�-
L0.080'
I0.709"
�10.8831�-
FIXEDPANEL ELt7a RETAINER. 718'
(606346 AL)
MISSHa ..
2.893"
- 1:
0.000'
Fes- 2.826' -+I
tte 90' INSIDE/OUTSIDE
CORNER RECEIVER
(6063-T6 AL)
1tB 90' OUTSIDE CORNER ASTRAGAL
(6083-TB AL)
N.vsor{a3
(wil�l�o
m+r. oswm.saaa
5.621"
0.133'
4'
120 90' INSIDE CORNER ASTRAGAL
(Butz-T6 AL)
amen I NTS 1 22 •ame7o NTE 221PGT0128
1.303'
0.325°
0.062'
INTERLOCK
B8 SCREW COVER
(6063-T6 AL)
besbyo
#, No. 58705
P.E
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) T (786) 3 w.rai 0 F e.gov econo y
tivww miamidade gov/economy
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
fy,
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modior
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-670" Aluminum Sliding Glass Doors w/ 901 & 135' corners -NI
APPROVAL DOCUMENT: Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Nan-Impact", sheets 1
through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by 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: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable
are required.
Limitations:
1. Max eight(8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #/ 16-0629.03 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
rtuaMwnoecounrry NOA No.17-0420.09
Expiration Date: A P ril 07 2020
Approval Date: October 12, 2017
Page 1
PGT Industries Inc
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22,
prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller, P.E.
B. TESTS
1. REF 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/
TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test
Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all
signed & sealed by Idalmis Ortega, P.E.
2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL-
5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales,
P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13)
2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94
Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared
by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed &
sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 & marked -up
drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by
Fenestration Testing
3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and ATI72138.01-401-18.
4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202
& 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
C. CALCULATIONS (submitted under file #14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets I thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09. / E
�[A4 L[.G 1
haq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.09
Expiration Date: April 07, 2020
E -1 Approval Date: October 12, 2017
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file #14-0123.11)
I. Statement letter dated 10/08/15 of compliance to FBC 2014 (5" Edition) and "No financial
interest", prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 15-1013.14, expiring April 07, 2020.
2. Test proposal # 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (511' edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E.
5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed
by Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/09/17, complying with FBC-217 (01 Edition), prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTME-1300-02, -04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5a' edition) & FBC 2017(6°i Edition) and letter of
no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020.
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April 07, 2020
E-2
Approval Date: October 12, 2017
SCANNED
BY
MIAMPODADE'St. Lucie County
M IAM PDADE MIAMI-DADE COUNTY
® PRODUCT 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 ACCEPTANCE (NOA) www.miamidade.awleconomv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is appr as des erern, and has been designed to comply with the Florida Building
Code, including th igh Vel ity Hud' re Zone:
Series "SGD-770" Alu0inum Sliding Glass Door w / 90° & 135° corners — L.M.I.
APPROVAL DO MENT: Drawin. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets
1 through 22 of 22, dat h revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, Z"i
Ba n P ontrol Revision stamp with
the Notice of Acceptancenu rate by the Miami) ode ou duct Control Section.
MISSILEIMPACTRAT Gll Missile Impact ResistantLABELING: Each unit shall b label with the manufacturer's n e or logo, city, state,
model/series, and following stateun Product Co pproved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 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
xpiration Date: February 17,2020
i iIt r7 Pi,
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 1
through 22 of 22, dated 10/10/14, with revision C dated 04105/17, 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 06120/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted tinder 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 underNOANo. 14-0.123,10)
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, FT1,6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-60249 FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales .
(Submitted under NOA No. 09-0826.10) s
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February17,2020
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. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and FBC-61h Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc, for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5t1 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 04/18117, 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.
G
Jorge M. Plasencia, P.E.
P,r6duct 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 & S.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3) ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINTSEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING TF'�E_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: FTL5980, FTL5993, FTL.6001, FTL.6014, FTL-8015, FTL5017. FTL-6022, FTL-6023,
FTL5024, FTL46025, P7L5028, FTL-6031, F7143033, FTL-6036 AND FTL-7554
TART F R. SFF DETAILS ON SHEETS 4 & 5
Glass
Ton
Description (I -Wed Sam EWbdarb Interior)
GT
]/16'LemMateC pl Nos NLIC H9 GIeee WN.090'PVS NroMyer
iV faminMed: RI LieW WI1I4' HS Glme WIh.09Y PVB kdedayer
09
6'ImvWWtMLkn WISNV H9 Gia-e WN.09P 3G HWdryet
9116' IamNalet (WlOm o11/P H9 GW-c6h.C30` 80 WedaYm
Gs
G6A
1•Lemheled LG: Y1V TEpbdor mP"Ol6'AhSpcee+7AV laWwte$ WmaTMIV H9 Glasa wM.000'PVB Wadaym
VLLemaned1G.:VPTEAwnrmp+MIVA1rSWw+7I1T Lamhmbd;(21L)mal8'16'H9 Glam WN.090' PUB Wedayer
G6
VIAmIrWWd LG.:YiVTErtedor Cap+3/e'AIrSpace+]IIV lamkmWtl:(2)LRmdTHrH3 Gtlz9WIh.09W SO Wagner
GBA
Plz,nkmledLG:1/PTEtWdor CoP+5/tVANSpsca+WIT LnmbRWN: (11Wm d3'1V HS GWna wM.030' SO Medrym
W
7/1S IamNYed:9) UAf of MT AM Class Wth.09Y SG WmMyor
GTA
BnV Lnminatod:p)Uead114- Anon Ghas Wtb.CW SO NWdaycr
On
1'Inmknled L0; 8/10•TEaledar Cap+ M9' AS Spne 4?RV ambatm; pJ Ules a191V AM Glans An AW 30 Wuloyer
M
jrlennaled LG.:IM TE]IWW COP +611V Ab Santa+7AV IamluteQ (2)L6m oI91V ANTI Glees dth.097 SG Weneree
'ANM=ANNEALED
'ITS--HEATSTRENGIHENEO
T-TEMPERED
'PVB'•.09o'TR0.SIFOL®PVB BV NURARAV MIE WCA NG.
'SG=.080' SEMRYGIASBBY NUMMYAMEflICA, ING
DESIGN PRE5SlIREMTING IMPACTMTNO
SEEHEETS1,2d30N SSIWIMRLAROETSTP
SHEETS 6.788 WS6ILE IMPACTRESISTANCE
CODES/STANDARDSUSED:
-W17 FLORIDA BUILDING CODE ((FBCA 6IH EDITION
e2014 FLOWDA BUILDING CODE (FBCL 6TH EOMON
-ASTn1E13DO09
-ANSVAF&PA NDS2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MA14M, ADM-]Al6
-AISI S100.12
-AISC 300-10
GENERAL NOTES.............1
EXAMPLE CONFIGS.......... 2-3
GLAZING DETAILS ............ 4.5
ANCHORAGE....................6.14
(IONS _ ................... 15.16
/ SILL TYPES......... 17
SECTIONS— .........18,19
LIST ....................... 20
SIGNS ........... ........ 21.22
(p19l6 mm
CENT: OFAURL 4252ty
Anchor
Group
Anchor Type
Fmme
"Wan",
SultanateDiMnce
Mln. Edge
WL O C,
OLUan4e
Mr.
"Ho"'ehter
WWI mlckave
A
0121MSMS.
(Fy=80k"Lle,951W)
01241069 SMS,
(Fy, NxM, Fo�110 kal)
An
So010em PIpopSG=0.55)
WIV
71W
I-"
BOB3-TBANminum
LP
M18'
0.090'
Me SOM
W
9116'
O.OBO'
Or. 33 Steel BIM
W
wis"
0.04V(16 Go)
1M'EICO Agg1 tN®
Fr=5] kWl, Fe ee kal
All
Carent. mNL 2m ke
1-v
r
1 ve'
Jemb1 Ph k
Filed Block ASTM C90
Y
3'
T
Jemh/ P�Wek
M. Block BIM Oft,
2"
V
1-1mr
All
Solaham Pion(so -0.55
P
1•
1-3'S
B
M2 Stet SMS(Gr. 6)
(mho1911Veedaheyond
balrab)
NI
SWAIn. PMe(SG -0.55)
0116,
WIP
1J16
6063.15Muchum
3G'
wir
0.090'
AN Beef
318'
W1V
0.05P
Dr. 3331ant Stan
�•
Fe'1]T tWI
All
mr.cam(An.265kW)
1',
Jem/Pluck
Hnoew Woof(ASTM CW)
1'Ugmmd-0AT
meemta (mlG 2B kWl
24W,
JemblP4mok
Mad Stock TM CBO
1-in'Jamb
E4'
N0.04V(16�)11"Oelm
MEW.
p=
l PMox
Halew BWd sTM c9a
2-in-d/SI6
CRWFkiIQ
F. isuW
Conoreto In.3.351,M
1'e
61Pteak
Cmereb IA&35ke1
1'
Jamb l P4mk
Hotbw Black STMC90
2dn-AO
Sodlbm Nne G•0.55
P
1)VA1 ESUSSTMTECOND S REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
OW OS WOFTH WMSTLETIERFORALLTABLESINTHISMMOVAL
2)ALLANCIIOR HFADTYPESAREAPPLICABLE
3) FOR STEEL STUDS, MIN. FU =45 KSI, MN FY=33 K51.
4) FILLED BLOCK VALUES MAYALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
5)ANCHORSMUSTBE OF SUFFICIENT LENGTH SDTHAT A MINIMUM OF 3 THREADS E(TEND 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 SHEET
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-U2'THICK.
p1yIng with the Florida
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
Bd1Eln9 Code
NOA-No. 17-0420.12
INSTALLED DIRECTLY 70 SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2XARE 1-10THICK OR GREATER. IX AND 2X BUCKS
Sapling.. Pat. 02/1712020
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
By i'e
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
mla Pro wct C 01wm
THE. — 014SIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4' 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, 300 FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED r—=�a
BY THE AUTHORITY HAVING JURISDICTION.
sal I N751 ] e22 1 PGTO130
iQ
Non 58705
e
EXAMPLE CONFIGURATIONS
MAX UNITWIDTH
NOM. PANEL NOM. PANEL WIDTH
PER TABLES ES 13 PER TABLES 1-3
MAX. HEIGHUNIT `I1 1 I1n0 MAX.UNIT
HEIGHT ga�$
PERTABES I3 / Igso PER TABLESE1-3
PocrEr l aSa 220
MAX. UNIT WIDTH
NOM. PANEL WIDTH
la
I NOM.
PER TABLES 13
PE
i
I
I
e MA)
MAX. UNIT
1
HE
HEIGHT
PER TABLES 1-3
TABI
Ppfl(E1
-1`r-
3-PANEL CONFIGURATIONS
1
1..-- MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH
LOCATIONS USING DETAIL "JW, "Jc". °Kw" OR "Kc' INSTALLATION.
EXAMPLE: ¢PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXW. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
-'`r---
i
2)80'8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
9
7
OF ANY 2 STRAIGHT CONFIGURATIONS.
Ix F
14 i o a g
t 0
B
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
'X.=OPERABLE PANEL,
�a
'O°= INOPERABLE PANEL,
FacnsT j th
'p'=POCKET DETAIL LETTER
/.�W = WOOD OR METAL INSTALLATION
PANEL
VW11 'e'=CONCRETE INSTALLATION
IGURATIONS
v
L—SHEETNUM13ER
_
ik>1k7®4F7fE/ipl
�fET
l�
fEJ
iFJ
t
19
t
t9
ltl
I 1 1
I
MAX UNIT
14
>
HEIGHT9
/
g
PERTABLES 1.3
5-PANEL CONFIGURATIONS
l
/Wo 1F,OINnLD3YOFNE
NVENCE RNT/6
juILI\����/\
'
pllNeo-rwo
*Ms
4RP nG 7 C Ng CNANDEg
TNISSHEEI:
m1e r
JR 1=W14 sx
^n^'=^'
WIDTH = NOM. PANEL WIDTH- r
HEIGHT= DOOR UNIT HEIGHT -10.125-
EL HEIGHT = DOOR UNIT HEIGHT -1.886°
Y
4-PANEL CONFIGURATIONS
PRODUCT REVISED
3 1 3
s complyying w1tM1 the P.M.
9agtlinge da
.Na. 17-0420.12
MAX. UNIT WIDTH
DaPlmtion Dam O2/172020
NOM. PANEL WIDTH 1
gy
mmm a ra- con
PER TABLES 13
t 9
F 1
MAX. UNIT
$ ,E
HEIGHTPER
2,MS
TABLES 13 I / ��'
°ttll111111p11
2 22 1 PGT0130
�. N. 56705
TE F ;
i (CS�RIORI...... .
irzONAL ENG
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH=
355-711V ® 96" HEIGHT
300-114" @ 120" HEIGHT
NOM. PANEL WIDTH i 1a 13 3
PER TABLES 13
MAX UNIT
HEIGHT,
96" OR 120'
l
NOM. PANEL WIDTH
PER TABLES 13
MAX. UNIT
HEIGHT
PERTABLES'
NOM. PANEL WIDTH
PERTABLES 13
i�F•7 f67 iF, m
m m m
6-PANEL CONFIGURATIONS
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH —
g'�[a ME
+� m m m m m m m msLr
fe iE. fll fV m m m iv iE7
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "JW', "Jc", "KW OR'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p%XXXp, pXXNX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90" 8135" CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS,
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
'X' = OPERABLE PANEL.
'O'= INOPERABLE PANEL,
'p- = POCKET
DETAIL LETTER
'�V= WOOD OR METAL INSTALLATION
® 'c =CONCRETE INSTALLATION
L—SHEETNUMSER
DLO WIDTH = NOM. PANEL WIDTH -7"
DLO HEIGHT= DOOR UNIT HEIGHT -10.125"
p PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866"
0
a
N.YENR£FtW)5 CNIINYLC liVIYfItaURH/n
(811f4B0.1/AO
teat aFnurx.wswee SERIES 770ALUM. SGD-
^�^�^2 sao-no NTS 1 3 • 22
PG70130
PRODUCT REVISED
e�n`a'mel�o� wun ma Florin
HOA-Re. 17-0420.12
X
No. 58705 :r
GLAZING DETAILS
(133 G3A G4, G4A, G5 & G5A)
7116, NOM.
7/18' NOM.
V NOM.
3/16' HS GLASS
3FI6' HS GLASS
3/16' HS GLASS
.090'PVB
PVB
.09T PVB
.090' SG
311W HS
3/15' HS GLASS
14
3/16° HS GLASS
14
31W AIR SPACE
74
,
3m6' T GLASS
82
92
-
83
E%iERIOq
3GLASS
E E5--
3/G4,'hOS
3OLASS
a
2442
a
BITE
BITE
BITE
EXTERIOR
66
96
a
79
s4
sa
ss
7116" LAMINATED GLASS TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1' LAMINATED I.G. GLASS,
TYPE G5
9/16° NOM.
9116' NOM.
1' NOM.
3/16' HIS GLASS
1W HS GLASS
1/4' HS GLASS
,09U' PVB
.090E SG
3/16' HS GLASS
174
1/4`HS GLASS
74
6/16'AIRSPACE
74
1/4' T GLASS
R
PRODUCT REVISED
IN Ne Flprida
ALASS
We NOM.
3/4'NOM.
NOAt .. 17-0420.12
EXTERIGLASS
E%TERXIR
a
GLASS
124127
3!4°NOM.Enpia6pn
GLASSBITE81
Dte 0?J7712020
BITE
BITE
a
9116" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE GSA
GLAZING NOTES:
'ANN'=ANNEALED
'HS"= HEAT STRENGTHENED
'T'=TEMPERED
'PVB'=.090- TROSIFOL® PVB BY KURARAYAMERICA. INC.
'SG°=.090-SENTRYGLASDBY KURARAY AMERICA, INC.
cERr: anuntptrlpe I� � ( � � 3�
6VD.7N
YF . No.58705
SEE SHEET 15 FOR SPACER DETAILS.
I. SGD - LM IMPACT
o- wm c A
4 a p2 PGT0130 C
GLAZING DETAILS (136, G6A G7 G7A, G8 & G8A)
1' NOM. 7/16' NOM. 1' NOM.
Still, HS GLASS 3116' ANN GLASS 3/16' ANN GLASS
.090' S .090' SG
3r16' HS GLASS .090' SG W16' ANN GLASS
-
I AIR SPACE 74 3/16• ANN GLASS 14 3/8' Alft SPACE 71
3/16' T GLASS 3/16' T GLASS
3/d• NOM. €HI 6E IOR 3/4' MOM. 3/4' NOM.
124127 GLASS C7 GLASS 124-127 GLASS
BITE
BITE MERZR BITE
FJtTFRIOR
a ]8 60 �
55
1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
t' NOM. 9]16- NOM. 1' NOM.
3I76° HS GLASS t/4" ANN GLASS 3/76' ANN GLASS
.090' SG .090' S
3116' ANN
5146'ALRSP CE ]4 1/4^N GLASS 74 5t-Mll4'AIR SCES ]4
PRODUCT REVISED
CodaWlN tM1a Plorida
DOW.,
NCA-No. 17.0420.12
3/4'NOM.
Eapl.a6an Date 02/17/2020
GLASS
BITE
.1
aIX+ --- mmm-Da vmaane cenw
a91
4"3-0
�]9 55
1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A
`1p 11 ulrly]]
vv
44�
� �. UGENS�; •2j�.Tr`��
# Np. 56705 '•P
GLAZING NOTES: -
'ANN'=ANNEALED
'HS•- HEAT STRENGTHENED ��' D•'� .: �_
•T'=TEMPERED mm ]Ec]v401DDruure "_ SEE SHEET IS FOR SPACER DETAILS. .e
'PVB'=.090'TROSIFOE PV13 BY KURARAY AMERICA. INC. NVENYF f151t7d To
'SG=.090' SENTRYGLAEPBYKURARAYAMERICA. INC. ta114rotmo GLAZING DETAILS ,�]S7DfVAL
w eaRr. oPAlmeam2se SERIES770ALUM. SGD-LMIMPACT rnnn
.,R 0495H] C NO fIIANG[3 DIISSNEEi. m.k a, —7
p A. LYNN NRLER P.E
:� °ijd]faN< � °G°G sG0.no N7S 5 +22 PGT0f30 C PE45BN5
TABLE 1:
Design Pressure (DP) and Anchor quantities Required,
(for all approved con iguragans on Sheets 2 & 3)
Far caner astragal anchorage an 90' a 135' comer units. see sheet t l
Maximum DP for all sizes:
+601 to psf
(nay be llm`led b/ Table lA)
Table applies to Glass Types 3,
M, 5, M.7, 7A.88 61 and
the Shefik.hagal Types shaven
below.
Doa Una Wght
BY
ed"
IBO°
68'
e47/8' DLO
Anchor Group
73.718' OLD
Anchor Group
71-WV OLD
Anchor Group
85-7/8' DLO
Anchor Group
A
B
1 C
D
A
B
C
D
A
6
C
I D
A
B
C
D
'
ill
C4+1
NN
Nat
".I
NO
+
N+
N
N+1
1
N+1
C4+
04♦1
1
N+1
G+1
24'
�0
Jamb
8
8
B
B
B
8
8
8
8
6
8
8
e
B
8
0
P-hoot
B+7
e77
B+7
6+7
7.8
7.8
7+8
7+8
Ta8
7+8
7+9
7+8
7+8
7+8
7+8
7+8
Hea118Y1
C4+1
N+1
N+1
NO
Gat
(U1+1
04+1
04+1
04a1
GIN
cim
CN1
ca+1
Gat
C4a1
NO
30'
Jamb
B
B
B
8
B
8
8
8
B
e
8
e
8
8
8
0
5
DLO
P4cok
6+7
Ba7
6-7
0+7
7+8
7+8
7a6
7a8
7+8
7+8
7.5
74
7+3
7.8
7+8
7+8
NN
N+1
N+1
Nat
NN
NO
N+1
N+1
G1+1
N+1
C1+1
CN1
N+1
N+1
C4+1
C4+1
38
B
e
B
B
8
8
8
0
B
8
e
B
B
B
a
a.
OWe
Ba7
B+7
6+7
6+7
7+a
7+B
NB
7+8
]+8
7+8
7+8
AB
7+8
7a8
7.8
7+11
NN
G7+1
N+1
N+1
NN
NN
N+1
NN
Gat
C4+1
N 1
CNt
N+1
N+1
N+1
N+1
B
mP4=Mks+
B
e
8
B
B
0
8
e
B
B
B
e
B
B
0
DLO8+)
6a7
8+7
8-7
7+8
7a0
7+e
7+8
T+B
T+tl7+8
hB
Tae
]+8
1+B
]+41-
N+2
CN2
N+2
N+2
N+2
Nat
Nat
Nat
N+2
CN2
N+2OLOe
B8
e
B
B
8
B
8
68+7
8+7
BN
8+]
1+8
7+8
NB
Tae
7+8
7+8
7.0
T+e
7+g
T+0
AB
]+8
FOR EXAMPLE ON US94G 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, POSTVE 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 PRESSURES UNCHANGED} SEE
TABLE 1A
3) 4-, 3.1/4-AND 2-t12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-W SILL IS NOT AND MAST
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 PARS TO BE INSTALLED.
TABLE IA:
Sill Height to Max. (+) DP
(Wale, Infiitreikn Rathg)
SIIIRher Height
(.)Design
(Flat or Bax, see
Pressure, had
Sheet 17)
Flush-1412'
He note
Low -2-1/T
+48.87
Medlum-e-114"
+60.0
High-4"
-60.0
SEE NOTES 13
DLO WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT -
DOOR UNIT HEIGHT- 10.125-
PANELHEIGHT=
DOOR UNIT HEIGHT-1.860"
OH LENGTH
OH RATIO a1
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P-hook
WcksUle@Jamb
5traight Astragal
Assembly
Lockstlle@
Stralght Astragal
90-Astragal
Assemb
Laconia@
90-Asocial
135'Astragal
Assembly
Laclatlle@
135. mv.8al
Standard Stiles
Standard Stile
Standard Stile
Standard SUle
Standard Stile
Heavy-0uty5tile
Heavyduty Stile
Heavy-dutySBle
HeaWEuty Stile
Standard Astragal
Outside Comer
Inside [o
Dutslde
Comer
Ins
Corner
Inside
Corner
Outside
car.,
Corner
Partg60 (iQ)
Part860
Part g60
Part B60(9Ulel
Partp671Astmgaq
Autism
Part p3lBuCaner
Rasher)
Part8119(OULJ
Pan ITJ20(tn.)
Par�B31(B p132
(Coro IkT Mount)
Part d61
PRODUCT REVISED
...`dpl
aings with the Florida
me ✓woe
NOA-No. 17-0420.12
Replrauon Data 02/17/2020
No. 58705'�'
Rarer mac vow csymceADDLla6esB SCKICJ//U HLUM. SL9U-LM IMYHUI
JR 04AYf> C REVISED TAB(E i. m.e we
A.L@N MILLER P.E ta9wmwewn m o-rnsL YaNw
JR fDnm4 a.a,a �ros,Tsrasassn� sco-no N75 6 -22 PGTO130 C p£E samfi
Design Pressure(DP)and Anchor Quantities Required,(forallapproved configurations on Bheets2&3)
Faroomer oosep] s.harage on 9m or 105' caner units,.1 sheet 11
Maximum OP for all sizes: +DO 1 .60
(May N lulled by Table M)
ma Urd
HN
TBNs applies to moss Types 4, aA,
80'
1 81'1
9
9S
lei
1 108,
1
w
120"
6. 6A, Z 7A. 8 B BA P4 the
69.71V
010
1 T0d/P
DLO
1 ]& /B
DLO
1 85L 18"
me
91-7111.
VLO
1 97-718"
OLO
103118'
DLO
-109-718Y
0.
SIIINAahepal Typea or. bekx.
AeahorGmep
I Arohor
GmupI
or
Gaup
nah.,
Glp
Motor
Gmep
I Amo1
coup
Aao ar
Gup
Azmr
Group
A
B
C
0
1 A
B
C
D
A
B
C
0
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
a
A
B
C
D
9
•
a1
Gal
GN
Gat
GH
Grt
U+1
U.
•
UH
G+1
N
G+1
N
GH
G.
N
1
•
G•1
24'
ULO
Jamb0
a
8
B
0
8
B
B
8
8
e
B
e
B
e
B
10
f0
10
f0
10
10
ID
1D
1D
10
10
10
10
10
10
P-I l
.-I
Bat
&7
&]
7.8
7.8
7+8
7+8
7+0
]•8
7+B
7+0
7+9
T+8
1.8
7*a
8.9
e+9
8+9
0-9
8.9
3.9
9+B
9+10
BHO
9.10
9.10
9+10
9.10
9.10
&10
HvaN9N
Grt
Gat
Grl
G.1
G+t
GM
GN
GN
G+1
GN
G+1
GN
GN
GN
G+I
G•1
GN
GH
G+1
GH
G+1
Ga1
G•1
CNI
G+1
GH1
GH
GH
C4N
UN
G+1
Jamb
a
a
8,
8
B
a
B
8
0
6
a
8
B
a
8
e
10
10
10
10
t0
1e
10
10
14
to
to
/o
10
t0
10
Dm
pYaaX
&7
8N
fiW
&T
NB
TaB
]a8
h8
1+8
7+0
AB
7+8
]+B
AB
7+0
HB
&9
0+9
0+0
&9
&9
&9
&9
B•10
8+10
&10
8.10
9H0
8+10
9N0
9.f0
H.VS111
G+1
U.1
C1+1
G+1
G+1
G+1
C41
Cd•t
C1+1
C<H
CP1
el+
GN
Uq
GH
Gal
GN
G.1
G+1
WI
Gr1
104+1
WI
UN
U+1
G.1
G+1
UN
GN
C1+1
Ga1
Jamb
6
6
8
0
0
8
'8
8
B
B
0
e
8
6
a
8
10
10
10
10
to
10
10
10
10
10
10
10
1D
10
/0
DLLO
P4nok
fi.T
BN
&]
&7
T+e
AB
7+B
].9
T+e
AB
]+0
rrB
i+B
NB
7•e
]+B
&9
B+9
8a9
0+e
Bae
&9
&9
9-10
&to
9+f0
Pro
9.111
&10
9.10
9r10
0fi8
HmdSN
U+f
G•1
G•1
U•1
GH
G.1
U•1
NO
G+1
G.1
G.f
CM1
GH
Gat
GN
G•1
GM
UN
CNf
GH
GH
G+1
GN
P l
GH
OH1
G.1
C&1
C&1
G+1
G+1
d2'
B
8
8
0
8
8
6
e
8
8
0
8
B
a
B
10
10
10
f0
10
10
10
10
10
10
10
12
10
10
10
P-0sok
fiN
B+T
8+7
&7
7.8
7•8
7+8
7.8
AB
7.5
]+8
7-8
7+8
7+8
7+6
7+6
6+9
80
Bab
&9
0+8
0.9
0+9
8+10
9+10
9-10
G-ID
9+10
9-10
0.10
9.10
H..&Sll
CI.2
C1+2
CA+2
C4+2
G+2
G.2
C1+2
C4+2
CM2
G+2
Ga2
G+2
C1+2
C1.2
G+2
U+2
G•2
G+2
G+2
G+2
G+2
C,1+2
G+2
C&2
C8+2
Ga2
C5+2
C5+2
C&2
C5+2
C&2
w
R.O
Jamb
a
8
8
a
0
B
B
B
B
a
B
B
10
a
8
B
10
10
10
10
10
10
10
10
12
f0
10
10
12
10
10
10
P4mok
6a
&]
&T
&7
]+8
7.8
Fa
]+0
h8
7.8
7.0
7.S
1"
7.8
&9
&9
B+9
8+9
&9
&B
&9
8+9
&10
9.10
9N0
&10
&10
&10
8.10
B.fO
BG'
BP
(XO
Moves
Cq.2
G+2
G•2
G•2
01+2
G+2
F-2
G.Y
G.2
002
C4+2
G+2
G+2
Dd•2
available in these strss
Jema
B
B
B
B
B
B
B
8
P-0oeF
Bq
6+]
0.7
5+
].B
AB
T+B
AB
177�
A8
]+8
]+B
7.B
NB
i.BNot
0.O
HeedSBl
G.2
G.2
G.2
C4.2
G+2
Ga2
G.2
Ga2
G+3
JVM
8
8
B
8
0
0
8
8
a
e
10
0
P4cek
9+7
Ba1
&]
&7
T+8
7+8
]+8
T.B
NB
T+0
NB
7.8
7+0
h0
rUr{ CM1iYNYLC VIV VJIIVV INCLL, JLC Cl1CLl p.
NOTES:
1) POSITIVE PRESSURES IN TABLE 2ARE BASED ATE DP IS
OF THE WHEN
2) WHEN USING THE IS 60.SILL, POSITIVE WATER DP IS 46.67 4- SILL,
PSF MAX. WHEN USING THE .0 PS SILL.
POSITIVE WATER DoISAN PSF MAX. WHEN USING THE 4'SILL, POSITIVE WATER OP IS fiD.O PSF MAX
(NEGATIVE PRIES. UNCHANGED¢ SEE TABLE 1A
3) 4°, 8 NO AND MUM SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION IS N ION WHEREAS THE 1-112°
SILL IS NOT AND MUST ONLY BE UBED 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 CONDFTION 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.
rewl L 9e-
Sill Heightto Max. (+) DP
Nyaler loll hatlon Raeng)
SBI RSerHei9ht
(+)Osseo
(FlataBox, sea
Pressure, psi
Sheet II)
Flush-1-11Y
see fuxe3
Lew-2-fYI
♦46.67
Medium-&1!4°
+W.O
Mgh-4°
+ 80.0
SEE NOTES 13
DLO WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT=
OH LENGTH DOOR UNIT HEIGHT - 10.125"
2 PANEL HEIGHT=
(C DOOR UNIT HEIGHT - 1.866'
GI OH RATI021 ' PRODUCT REVISED
0 comDtying wIM the Fronds
L stoutee# Cod,
NDA-No. 17-0420.12
E.POeOoe oa 02717/2020
OH LENGTH
OH RATIO OH
lair
TYC.! .1 r vvo,lra CTl L It dCTGA!]al lfsFC CVLI I nF I ICF11 Cr1C 1.1 F 2 CFF CVLRG 11 A 11 Lrtra PACT r11AAFAIC1r1AIC aAlrl CYGCTC •e.1e Cr1C aCC.Uoll V r1C111 C
Interlock
P-hook
Lackstlle@Jamb
5tralght Astragal
Assembly
Lockstile@
Stmiehl AstrapI
90°Ashagal
Assemby
leckstile@
9PAstragal
135'Aslragal
Assembty
L.Csule@
135'Aursga1
Heavy-duty5tiles
Heavy-duNS01e
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duly5tiie
Heavy-duty Stile
Heavy-duty Stle
Heavy-duty Stile
Standard Astragal
Outside Carrier
t�r�(v
Inside Calmer'~( ((
Cutter
Come
Insi`
Comer
Irei e
Corns
outside
Gamer
Part 461loot
Part#61
Part#fi]
Part as' (SBIa)
Part 86](Astragal)
Patt#61
Part#fi1lStile)
Part p13B (Comer
Receiver)
part #119 (Out)
part #120 (In.)
part#""i"e)
Paris#31 
(Co.. & rod Mount)
Part#61
NVEMCE,R9I275
rWi1b01BBp
CH2r.OFADTN A100B
* : No. 58705 =_
�` A. LYMiMILLER P.E.
.m a70^r4 .°v.°`B°�',Aas"4aavia aeoim NTS 7 a,22 PGT0130 C PEa6e705
Design Pressure (DP) and Anchor Quantifies Required, (for all approved configurations on shoots 2&3)
Far cane astragal Wastage an Roo or Iwo tamer unite, sea sheet 11
Maximum I) shown below
(May yeaBmheas by Table 3A)
Cov unit N 1
Tebls applies to Glass Types 4, IA.
00'
1 84"
11T %°
102'
1081
6, ea, 7, TA, 8 8 8A and the
69-7le• O
1Y /8. OL
ll@' OLO B 4/@'
9 •]/B"DLO
97-7B' O
silldbhagal types ahem bebW.
Anchor Group
Anchor Grasp
Amhe, Orou
Alan.,
Ganes,
Anchor Oroup
A @ C 0
8 C O
B C D A e C p
A B
C D
A B C D
DeL nPressuns
aA90.0
I
+
4 Ps
17"
Headislll
C4H7
C441
C4+1
U+1
U+1
Ct+1
C4+1 G41
U+1 —1
U+1
U+1
C4+1
Git
U+1
G41
C441
CN7
C4+1
U+1
0+1
U+1
U+1
G+1
24"
CIA
Janb
8
B
B
e
B
8
B
0
e
B
B
8.
8
10
10
10
10
10
10
10
1
P4xsok
6+7
64T
6+7
VT
7+8
7+0
+B ]+
7+8 la
NB
7+8
THI
7+8
748
748
8+9
8+9
111
8a9
8+9
8+9
849
W9
D.a nPmssurs
+A90.0
r
♦/ffi.6
at
4/-iQO
psi
Heed/SIII
C4+1
C4+1
C4+1
04+1
U 1
U+1
CM7
G+1
+1
GN
C4a1
U+1
UH
U+1
G+1
C4+1
C4+1
C4+1
G+1
G+1
G+1
G+1
C4+1
%„
LD
Ja11b
0
8
e
%1
e
8
B
B
10
B
8
B
10
8
'6
8
10
10
10
10
111
10
10
f0
6
P4Dok
ea7
fi+7
6+]
6+]
]a8
]+
7+8
7+8
7+8
7+8
7+8
748
]+8
7+8
748
B+S
6.9
8+9
B+9
Ge
6+9
0+9
8+9
De P...
-
.Oxr
N429
par
+F]QO
r
HaetlrSlll
U+1
C4+1
CO+1
U+1
Gat
U+1
U+1
G+1
U+1
G+1
Gat
C4+1
C6M
C8+1
U+1
U+1
CStt
C5+1
C4+1
UH
C841
CSH1
C4+1
C4+1
DLO
Jamb
f0
B
6
0
10
B
B
B
10
8
8
8
12
10
8
0
12
10
f0
10
10
10
10
10
Fhook
G7
6+7
Wl
6+1
]+e
]a0
7+9
1+0
7+8
7+B
1+9
7+B
8+9
sae
8+9
0+9.
019
8+9
e48
B+B
e+s
.5
B+9
...
Ca.l9n PRuure
+A90,O par
+/42S
r
4}760psr
36'
Head50
G+2 C4+2 C4a2 CU2 G+2 G42 Cli C4+2 CB+2 C5+2 OH2 CBa2 GEE Ca+2 G42
C6v4 C942
C9+2 C9+2
G+2 C6a2
G+2 C6+2
42,
DLO
Jamb
108
8
9
10
0
B
B
12
10
e
B
12
10
B B
12
10
10
10
12
10
10 10
RBook
NB
1+11
]48
7+8
NB
7+11
748
748
1 0+9
1 0+9
1 a+9
I 0+9
1 8+9
I 0+9
I U+9 I B+9
0+9
8+9
8+9
8+9
8+9
1 SHI
1 8+9 1849
Desbn Plead.
I Seem.
A x
+/42.6
Es
+/-7Qg
41'
Handrail
C6+2
CSt2
U42
21+2
G+2
C6+2
G+2
C5+2
G✓1
C542
C6+2
C5+2
M2
C6+2
42
C6+2
C6t2
C6+2
CfH2
G+2
C6+2
Gat
C5+2
C5+2
OLO
Jamb
10
e
B
a
12
ID
B
8
12
to
e
e
14
12
8
8
14
12
10
10
14
10
10
to
P-hook
748
7+8
7+8
7+8
819
849
849
849
849
a+9
8+9
649
9+10
9+10
+10
9+10
9+10
9110
9+10
9+10
9+V)
9+10
9a10
8a10
NOTE A: +y490.0 PSF FORGLAS6 TYPES 4J(A, U. UP, ]A, B & BA; +1-LI.7 hull ULA� I vrt /
NOTES:
EXAMPLE ON SHEET
i) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH =
2) WHEN USING THE 2-7/2'SILL, POSITIVE WATER DP IS 46.67 ESE MAX WHEN USING THE 34/4- SILL, POSITIVE WATER
NOM. PANEL WIDTH -7'
DP IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PEE MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
DLO HEIGHT=
3)4',3-1/4'AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-112-SILL IS NOT AND
DOOR UNIT HEIGHT - 10.125'
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
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT - 1.666'
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT F8C EGRESS REQUIREMENTS WHEN REQUIRED.
,
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
. COC cVooTC 91 A 9a sr 1D DaD nusa FNSIrtUQ
ARID SNFFTR 4A A to FOR aSRFIJRI V nFlrAll F
Interlock
P-haok
Lockstlle®lamb
Stralght Astragal
Assembly
Lodualle@
Stralght Astragal
90-Atragal
Assembly
Lockstile@
90'Pstragal
235'Astragal
Assembly
LackstI.@
135'Astragal
Heavy-duty5tlles
Heay alutyShce
Heavy-duty5tle,
Heavy-duty Stle
Heavy-dyty Sole
Heavy-duty5tile
Heavy-duty Stile
Heald-duty5tile
HeaWdNy Stge
Orr^'�e��
Heasy-duty Bstragal
.
Outside Comer,
,
Outside
corner
Insid'ej
Came,
Inslde-
Wrner
C0.
orner
Comer
ll
Inside Car
padu6l x2
( )
Partwl
Partp61
art,(Stile)
Parta68(Anrzgel)
part p6l'
parr"le Srnmer
Receiver)
Pad pl]9 (Out)
Part Y320 (InJ
parts pal(&t032
(Corn.&Fxd Mount)
part001
pugx D(aeu
CE@r. GFA@IM/AtPo
8 .22
TABLE SA'
SIII Helght to Max. (+) DP
(Water MdBed. ReBrg)
Sig Riser Helght
(+)Design
(Flat or Box, see
Pressure, psi
Sheet l7
Flush-l-i/2°
see note
L.w-2-1/Y
High-4"
+90.0
OHLENOTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
Boosplylag nriN M. Florida
t, Cad.
HDA+4.. 17-0420.12
Explmu.a D.1.02/1712020
*i No 60705
NOFRAME "8+10-P-HOOK ANCHORAGE CONSISTS OF: SEE'C5'CLUSTER
SEE
JAMB (9)P-HOOK ANCHORS, MAX. UNIT WIDTH DETAILS, SHEET IO
SEE'C5-CLUSTER
SPLICE
:. REQUIREDQ (PERPENDICULAR TO GLASS SEE"C5°CLUSTER DETAILS, FOR ASTRAGAL
DETAILS. SHEET 10 FOR
NOTE,
EXTERIOR REQUIRES'C6' SHEET IO FOR INTERLOCK
PLANE) SEE TABLE 2, SHEET 7 INTERLOCK 24° MAX.O.C.
THIS
SHEET
POCKETS AND 48"NOM. CLUSTER. GEE
SEE POCKET �..y DETAILS, SHEET II x
-HOOK -____-_ \ PANEL WIDTH
x -I x n
.•I JAMB MOUNTING zz� n x n
e• x
- INSTALLATION, ADAPTER o�T{ " x z xz z x
Il
THIS SHEET ANCHORS MIDWAY '0 1-TWx.
8 SHEET 14 BETWEEN P-HOOK 1 PAIRS F
z
.' ANCHORS&ATFRAME ANCHORS
ANCHORS4
FROM TOPE o�
i$1p•MAx.O.C.I b ANCHORS BB• (TOTALS
I
• BOTTOM Ioy �oiCI UNIT 21"NVJ!' ANCHORS)
� �® O.C.
4.067'
' MAX. TO OPENING i I r ^' 1I HEIGHT PER JAMB
®= P-HOOK
pSEEeP
EDGE OF POCKET INSTALLATION iF� I®I aMAK o.c. A ANCHORS n DETAIL(SEEJMB
.. V I 0
DETAIL
o�
DETAILS'Jd &'Kd, i®i I T 1Zit o=P-HOOK BELOW)
END PANEL SHEET 148 PART °' A MOUNTING
®I 101
ANCHORAGE DETAILS'V&W. ) 3-Mw ADAPTER
24' MAX.
(2 ANCHORS) SHEET 19 FOR .L(®1 I ANCHORS
O.C.
.� ■
P-HOOK L____ 6_MA%. l n . x• �%'�} END PANEL '"2" ANCHORS x
END - v n n x x
xx x
PANELxxx x n _f�-
ANCHORAGE n n n e•MAX ANCHORAGE(SEE
ANCHORAGE x zx x x�
SKETCH BELOW)(
vp•
(SEEBKETCH SECOND �vr"•2 �•.Y ANCHORAGE vz•
CENTERLINE �'M^'L•TYP' ANCHORAGE ANCHORAGE ANCHORAGE ANCHOFAGE
OFPANEL 1 2.04'
24- MAX.
EXAMPLE: 6-PANEL.2 TRACK, 90' OUTSIDE CORNER - OXX(XXO -EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
48'x 96"NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6- SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
ANCHORS MAY BE A
1) APPROVED ANCHORS: SEE TABLE A, SHEET I
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6A:
CENTERLINE OF
O
.
INTERLOCK HEAD &SILL; 8" MAX. FROM FRAME CORNERS.
PANEL
PANEL
USE SPECIFIED CLUSTER FROM APPROPRIATE
SEE'C5'CLUSTER
WIDTH
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
DETAILS, SHEET IO
STRAIGHTAND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK
PLUS SPECIFIED QUANTITY OFADDITIONAL
°+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
3.5'
ADDITIONAL ANCHORS 24- O.C. MAXIMUM.
ODE0
AS NEEDED TO ALIGN THE
Tf4� HEAD OR SILL IF SPLICE
21-
Clj OCCURS AT THE PJi00K
MAX.
PRODUCT REVISED
O.C.
es empiy1 9..11H M. Florida
aullding Code
NOA-No. 77-0420.12
5'�•
E.PlvOen oat 2117/2020
6° MAX,
av
CENTERLINE JAMBS 8 P-HOOKS: 6' MAX. FROM BOTTOM. 21"MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR
Niam uM confr
OF PANEL O.C. (P-HOOK) UTILPJNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE f-42-T'RACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
°+2'ANCHORAGE ANCHORPAIR
REQUIRES SEE'O5'CLUSTER ENDPANEL
•
CENTERLINE CENTERLINE
•` 'C6" CLUSTER SEE OF DETAILS, SHEET 10 I-�CF ANCHORAG
DETAILS, SHEET II FORASTRAGAL (2 ANCHORS)
i
I INTERLOCK I ASTRAGAL 8•
4861° 3.5° 1 MAX.
88T05 -
.+2qE ' I�CENTERLNE
EXTECENTERLNE CE+2ANCHORAGE
fp
OFPANEL 53OR
I OFPANEL3
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
fmp rerxwrnoaraarve o."o.•°
:An'•. _-&!.I �- i oQ,
G'-RT. op4utx amtS
SG ?M I NTS1 9 +22
ASTRAGAL OR I.�SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR
INTERLOCK--1 1F NEEDED INTERLOCK-1 CONDITION, USE INTERLOCK
CENTERLINE I CENTERLINE -C6' CLUSTER DETAIL) CENTERLINE
3.5" 7 7"
1.75'
2.014. 2.04'
RIOR 3'S° 7• 4'DIAG. 7' MWRIOR
EXTFPPR(�IOft TT77
V 1-TAACKFRAMEHEADGILL V 2-TRACK FI
EttEwoa
V
I-
REQUIREVC41
SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
FIFNEEDED INTERLOCK +{ CONDITION, USE
CENTERLNE "C6'CLUSTER DETAIL)
3.5"
2.04'
4.08- 4.08"
I:XTERIpa 4-DIAG. I�[rTET77
3-TRACK FRAME HEAD/SILL
3-TRACK FRAME HEADISILL
CoTASTRAGALORINTERLOCK
Cal ASTRAGAL OR INTERLOCK.
(USE WHERE 4 CLUSTER
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C4')
ANCHORS ARE REQUIRED, -CS").
ASTRAGAL OR `` ~SPLICE LOCATION
ASTRAGALOR II (FORSPLICE
INIERLOCK'�I
INTERLOCK IF NEEDED
CONDITION, USE
CENTERLINE I
CENTERLINE I Cfi' CLUSTER DETAIL)
1.75°
2A4"
a° DwG.
EMEWOR
4-TRACK FRAME HEAD/SILL
0 ASTRAGALOR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'04")
—� 3.5' 1--
1
4°DIAG.
2.04'
5.37'DIAG.
EIGECIRIOR
7"
v
4-TRACK FRAME HEAD/SILL
(a ASTRAGAL RINTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, °Cfi')
8°
'LICE LOCATION
NEEDED Z04'
1.75' EXTERIOR
21'
MAX.
O.C.
2.04'
5.64'
MAX.
2-TRACK
7"
6'
Op G.
2.04'
21'
MAX
O.C.
6- MAX.
I 4-TRACK
ASTRAGAL OR SPLICE LOCATION
6" DIAG. FRAME JAMB
ANCHOR PAIR
INTERLOCK--I`IF NEEDED
5°
2'�"
ANCHORS MAY BE INSTALLED
21'
EITHER IN THE EXT. OR INT.
MAX.
TRACK([MT. SHOWN)
M3-5'
O.C.2.04"
NOTES:
5.64' U/MIMENSIONS SHOWN
ARE BASED ON MN.
R
ALLOWED.
6',MIAX,
2. FOR HEAD OR SILL SPLICE
3-TRACK FRAME HEAD/SILL
LOCATIONS/ANCHORAGE AT
ttid ASTRAGAL OR INTERLOCK
P-(TOOK SEE SHEET S.
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED."OG')
3-TRACK FRAME JAMB
ANCHOR PAIR
PRODUCTREUISED
FOR SPLICED
m INy�I�9with thn Fbdtla
emtmnale.,
ASTRAGAL OR
(FOR SPLICE
CONDITION, DO NOT
CONOITIONS ONLY:
No".. 17.0420.12
INTERLOCK-
M1LNTLOI IMF
USETHISDETAIL)
SPLICE LOCATION
.�..
Fxp6a6oa pot 2/17/2020
i
2.04"
COW
1
EXTEERIOR
v
f ..p AUaLf)9189
44RACK FRAME HEAD/SILL
(M ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIREI)XV)
WITH 8 WITHOUT SPLICE CONDITION
\1\\Illl lllltr
*;j Na. 68705
4MPLECLUSTERS
I. SGD-LM IMPACT ��N III,%% �
A.. A. LYNR MILLER, PE.
10 . 22 1 PGT0130 C RE158M
2.04"
IWERIOR
4' DIAG.6.12"
IWERIOR
3. "EM
INTE90
a
FOR
S.5° • 4'
2.04• EXTERIOR
2.04•
90°CORNER
GO- CORNER
2-TRACK FRAME HEADISILL
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED,^24D
ANCHORS ARE REQUIRED, "CT)
4.09"
ERI
E SIOR
4'
IWERIOR
3.6" IWERIOft
4.08' 4.08" "
5.37 O G. 6.37- G.
° 3.5' 7• 4" 3.5'
E TOR T' r
DO' CORNER 135- COR
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME
('C6" ANCHOR CLUSTER REQUIRED (^C6"ANCHOR CLUB
ATALL&TRACK CORNERS) ATALL&TRACK CORNERS) 4"DIAG.
IWEWOR .6.12' IWEMOR 2.04"
2.04' .12' 3.5'
4' EXTERIOR 5.88' \2r� � CENTERLINE
6.12'
]WE RIOR 2.04- INTERIOR
7^�
8.94'
3.5° 3.5v
° INTERIOR
4' DIAG.
2.04° J 747 3-4 4'
EXIE O F+
90'CORNER
4-TRACK FRAME HEADISILL
ITT ANCHOR CLUSTER REQUIRED
ATALL4-TRACK CORNERS )
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON M
2 DETAILS DEPICT ANCHOR QUANTITY AND S
IDENRCAL FOR EXTERIOR OR INTERIOR CDR
� Oa0Ex1 �C NO CHANGES THIS SNEET.
°imrnna
air
EXTERIOR 4'
a,
2.04'
2.04' XTERIOR U4'
135-CORNER
136-CORNER
2-TRACK FRAME HEAD/SILL
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REOUIRED,'ND
ANCHORS ARE REQUIRED,'C6')
'+1'ANCHOR
kF5�TWOR
CENTERLINE
10,
OFPANEL
R ON
ALL
•a2"ANCHOVER
f VIEWS
HEAD/SILL V
TER REQUIRED
4'DIAG. 1-,�'--4 3.� 3.5'
E ERIO 4" CENTERLINE
2
�OFPANEL
135•CORNER
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEADISILL
('CB' ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS)
(3-TRACK SIMILAR)
LOWED.
roroTEawuooroRns
a.vem
NDWOULDBE
NVF.wrF R:.Nns
ANCHORAGE, EXAMPLE CLUSTERS
GURATIONS.
ro11/�°T'1°00
cERr.�AIrTN,wses
NTr.vnnwareo
®
_.
SERIES 770ALUM. SGD-LM IMPACT
NT5
I 11 m 22
m Vw
PGT0130
-VANCHOR
CENTERLINE
1I1I1I111111'__'__1```� OF PANEL
+2'ANCHOR
2 DIAG.
3.5 CENTERLIU NE
�—OFPANEL
'.W ANCHOR
2.0 4' DIAG.
3.5'
7"
CENTERLINE
�OFPANEL
2-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
Av eomplyingg r415 M. Fle d.
ORR41R9 g
NOA-No. 17-0420.12
Na. 58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET,
EXIEflIOR 2-1/16•'
r MAX.
1 SHIM
(ABLE A.
SHEET 1
2XWOOD 11WOOD ANCHORTYR. 2XWOOD /WOOD ANCHOR TYP.,
TYP.SEEANCHOR SEE ANCHOR NOTES TYR. SEE ANCHOR L SEE ANCHOR NOTES
NOTE 3, SHEET &TABLEA,SHEETI NOTE 3, SHEET &TABLE A, SHEET
®2-TRACK FRAME HEAD 3-TRACK FRAME HEAD
w WOOD INSTALLATION 0 WOOD INSTALLATION
WOODANCHORTYR, 2XWOOD WOODANCHORTYP., 2XWOOD
SEE ANCHORNOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEEANCHOR
& TABLE A. SHEET 17 NOTE 3, SHEET I SEE & TABLE A, SHEET 17 NOTE 3, SHEET I
ANCHOR
NOTE 6,
SHEET 1
(114" MAXJ
EKIEa�a
2-1116"°
EMBEDMENT. SEE TABLE A, SHEET 1
EDGE DISTANCE
SEE TABLE A, SHEET 1
2-Vi6"
114•
o MAX.
EXTEWR SHIM
ar
�jE%tEAIOR l
EDGE DISTANCE:
SEE TABLE A, SHEET,
EMBEDMENT: SEE TABLE A. SHEET 1
2-TRACK FRAME SILL
oe WOOD INSTALLATION
EMBEDMENT: SEE --y
TABLE A. SHEET 1
2X WOOD
EDGE D
TYP., SEE ANCHOR
SEET
NOTE 3, SHEET 1
SHI
1
2dN6•'
&TABLEA,SHEETI `
EMnMOR
V 1/4-MAX. SHIM
E 2-TRACK FRAME JAMB
aw WOOD INSTALLATION
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 -`-I
EDGE DISTANCE:
SEETABLEA,
2XWOOD
SHEET
TYR. SEE ANCHOR
NOTE 3, SHEET 1
2-i/i6••
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET I
EzrEwoR
11WMAXSHIM —IH
-
CERl.6�AViHAffiea
EMBEDMENT: SEE TABLE A SHEET i MIN. OF 3 THREADS BEYOND
EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A, SHEET 1
2-1116°' NOTES:
-- 11 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
3 SHIM ON MIN. ALLOWED.
2.METALORWOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
METALTYP., SMSANCHORTYR, TYPESPERTABLEA,
SEEANCHOR SEE ANCHOR NOTES SHEETI.
NOTE 4, SHEET &TABLEA.SHEETI
4-TRACK FRAME HEAD ' DIAGONAL O.C. IS
METAL INSTALLATION MIN4'(HEAD SILL)
S
OR 8• (JAMB) SEE
SMSANCHORTYP., METAL TYP., DETAILS, SHEETS I0&11.
SEE ANCHOR NOES SEEANCHOR
SEE & TAnBBLLE. A. SHEET I NOTEII4, MIN. OF3 THREADS
ISHHE-E-TI
1OR ® III II Y T E METAL SUBSTRA EONO
cR
SHEET 1
(1/4°MAX) T ......... , .c ... :,�.
:...
D.TEmCA I
EMBEDMENT: SEE
�2-IMV
TABLE A, SHEET 1
•
EDGE DISTANCE:
SEE TABLE A, SHEET 1
4 IRAGKFRAME SILL
Lid METALINSTALLATION
EMBEDMENT: SEE
PRODUCT REVISED
TABLE A, SHEET I
s '%ing wHb Ilw Flaelaa
emmmg coat
NUA-No. 17-0420.12
EDGE DISTANCE;
ExPiMlon oats 02/17f2020
SEE TABLEA
METAL NP.,
SHEET
ay—
SEEANCHOR—
mraa
NOTE 4, SHEET I
CA
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET I
MIN. OF 3
THREADS
Emmm BEYONDTHE
n METAL
V SUBSTRATE
114"MAX SHIM I--
4a4-TRACK FRAME JAMB =
Sc 770 I NTS 1 12 a 22 1 PGT0130
. (ORION.: ' �� C
?NAL VN "%'
�O� 11
iU11M1il(I.EitPE
PExsnos
ER TABLE
TABLE A, SHEETI
A, SHEETI
2-1118"
!A'lS
TjI:MBEDMENT: J
1�4
1/4'
TEE TABLE A.
MAX it
SHEETI
SHIM Y
PROPERLYSECUREDIX
CONCRETE ANCHOR TYP.,
WOOD BUGKTYP., SEE
SEEANCHORNOTESB
ANCHOR NOTE 3, SHEET I
TABLE A. SHEETI
FRAME HEAD
®2-TRACK
CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
PROPERLY SECURED IX
B
SEEANC*DISTANCE:CONCRETE
WOOD BUCK TYP., SEE
TABTI
ANCHOR NOTE 3, SHEET i
SEEANCHORSEE
ANCf
NOTE 5, SHEETNOT
I (1/4' MAX)SHE
(1/4' M
J.
ERTF CR
EMI
" 2ECE:
CONCRETE
SEE TAET I
PERTABLE
EMBEDABLE
A, SHEET i
A,SHEETI
FRAME SILL
02-TRACK
oc CONCRETEINSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET I CONCRETE
2-1/16" PER TABLE
A, SHEET I
I/4' ezrepu
MAX a
SHIM
'ERLY SECURED iX CONCRETEANCHORTYP.,
7D BUCK TYP., SEE SEE ANCHOR NOTES&
OR NOTE 3, SHEET I TABLE A. SHEET 1
3-TRACK FRAME HEAD
CONCRETE INSTALLATION
- EMBEDMENT: SEE TABLE A, SHEET I
NOTES:
EDGE DISTANCE:
1. ALL DIMENSIONS
SEE TABLE A, SHEET I
SHOWN ARE BASED
24/11•'
ON MIN. ALLOWED.
r,
i/4'
MAX.
• DIAGONAL O.C. IS
'
-
MIN 4°(HEAD &SILL)
SHIM
OR6'(JAMS)SEE
7
DETAILS, SHEETS
I
III &IT.
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK NP., SEE SEE ANCHOR NOTESB
ANCHOR NOTE 3, SHEET I TABLE A, SHEETI
FRAME HEAD
64-TRACK
CONCRETE INSTALLATION
TEANCHORTYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES 8 WOOD BUCK TYP., SEE
TABLE A. SHEET I ANCHOR NOTE 3, SHEET 1 TABLEA, SHEET 17 ANCHOR NOTE 3, SHEET I
SEE ANCHOR
NOTE 5,
SHEET i
116" ` 1�3 2.1/IT'
EDGE DISTANCE: CONCRETE EDGE DISTANCE:
SEE TABLE A, SHEET I PERTABLE SEE TABLEA, SHEETI
SEDIMENT: SEE TABLE A, SHEET I A, SHEETI EMBEDMENT: SEE TABLE A, SHEETI
3-TRACK FRAME SILL 4-TRACK FRAME SILL
CONCRETE INSTALLATION (e CONCRETE INSTALLATION
EMBEDMENT: SEE I-�
TABLE A. SHEETI—tlal�j, It 1
EMBEDMENT: SEE
TABLE A, SHEETI
EDGE DISTANC
•
EDGE DISTANCE: PROPERLYSECURED
SEETADLE A.
EMBEDMENT: SEE ONCJCMUANCHOR
—`I
SEETABLEA, 1X WOOD BUCK TYP.,
SHEETI
TABLE A, SHEETI TYP., SEE ANCHOR
- SHEETI SEE ANCHOR NOTE 3,
PROPERLY SECURED ::EDGEOISTANCE: NOTES$TABLE A,
SHEETI
IX WOOD BUCK NP., s' SEETABLEA, SHEETI
:
2Vl S••
?
TEE ANCHOR NOTE 3, SHEETI
CONCJCMUANCHOR
2-INS'
SHEETI
TYP., SEE ANCHOR
DON CJCMU ANCHOR 2-1/18-' OPERLYSECURED
61,
NOTES $TABLEA
1 WOOD BUCK
7YP.. SEE ANCHOR
SHEETI
CONCRETE
S ANCHOR NOTE 3;
NOTES & TABLE A,
CONCRETE
OR CMU
SHEETI CONCR. SHEET i
ORCMU EMEwPR
PER TABLE
EXTERIOR ORC E TEWOR
PERTABLE n
A. SHEETI
V 1/4- MAX. SHIM Fes- PER ABLE I/4' --�
I-.-'
A. SHEET 1 V
�.
A. EET 1 MAX. SHIM
1/4' MAX SHIM
F+-
JAMB�NACRET�OMU
TALLATION
FRAME
JAMB
nCK
CONORETEICCMU N TAL In He CORAME
IN m COONNACRETE/CMU
INSTALLATION
rtm. opaurx.mwpalu aclslco rrunculn30UVyr /IVIrMUI
NTS / a 22 PGT0f30 C
PRODUCT REVISED
plYYon9 wIM M. Fl.dd.
Builtling P tla
No".. 17-0420.12
Bxpinlion Pate 02117/2020
INSTALLATION DETAILS
EMBEDMENT: SEE
WOODFRAMINGI TABLEA,SHEET1
EMBEDMENT:
SEE TABLE A,
SHEET 1
FRAMEJAMS
REQUIRED ATALL
INSIDE POCKETS
TO PREVENT
P-HOOK MOUNTING ADAPTER WATER
WOODANCHORTYP., INFILTRATION
SEE ANCHOR NOTES
8 TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
L DISTANCE: SEE
TABLE A, SHEET EMBEDMENT:
� SEE TABLE A,
E% RIOR SHEET
PHOOKWOOD ANCHOR TYP., p-HOOK
SEEANCHORNOTES
& TABLE A, SHEET 1 CONCRETE OR
(ALSO SEE TYP. 2.893'MIN. CMU PER TABLE
ILLUSTRATION, SHEET 9) EDGE DISTANCE A SHEETI
. ®P-HOOK FOR USE WITH FLAT SILL RISERS
,Iw PARTS #18, #20,422 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN,
(SEE TABLES IA, 2A&3A MAYALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEEANCHOR EMBEDMENT: SEEP-HOOKMOUNTING CONCRETEOR
NOTE 4, SHEET 1; ADAPTER SMS CMU PER TABLE
MIN.OF3 THREADS TABLE A, SHEET ANCHOR TYP., SEE
BEYOND THE METAL ANCHOR NOTES A• SHEET IN
SUBSTRATE &TABLE
A, SHEETI EMBEDMENT:
(ALSO SEE TYP. SEETABLEA
ILLUSTRET9) ATION, SHEETI
EMBEDMENT: SNE
SEE TABLE A, D E DISTANCE: SEE
SHEETI T EL
E A, SHEET
P-HOOK SMS ANCHOR TYP.. / EYIERpR
SEE ANCHOR NOTES J n
& TABLE A. SHEET 1 V
(ALSO SEE TYP. pvwMIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS#19. ip1,#23 OR#25, EXTERIOR
METAL INSTALLATION
(SEE TABLES IA 2A&3A MOUNT
FOR WATER RATINGS) ONLY
CEPI.OFAOIN m
CONCJCMU
ANCHOR TYP., SEE
ANCHOR NOTES &
TABLE A, SHEET 1
1.114- MIN. EDGE DISTANCE
-a-""^"'
ANCHOR NOTES&TABLE
EMBEDMENT: SEE
A. SHEET
TABLE A SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
FOR USE WITH ANY SILL
RISER
WP-HOOK
Je PARTS#18, 920,#22 OR#24,
CONCRETFJCMU INSTALLATION
INTERIOR MOIINTSHOWN,
(SEE TABLES IA. 2A&SA
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
EMBEDMENT: SEE
TABLE A SHEET 1
P-HOOKMOUNTING
ADAPTER CONCJCMU
ANCHORTYP., SEE
ANCHOR NOTES & TABLE
TYR
1.11N' MIN. EDGE DISTANCE
NOTES
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEETAREFOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 13.
SHEETS 83 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHORQUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
PRODUCT REVISED
Ou1141..% C with Me FII
NOA-No. 17.0420.12
P-HOOK CONCJCMU/
EXITR R
ANCHOR TYP., SEE
fl
V
ANCHOR NOTES & TABLE
R�
P76�rMIN.
A SHEET 1
(ALSO SEE TYP.
EDGE DISTANCE
'
ILLUSTRATION, SHEET 9)
Dn ONq
P-HOOK FOR USE WITH BOX SILL RISERS
Kc PARTS#19,#21,'#23OR#25.
1,
` '��'0" NaJj,�""�.
CONCRETE INSTALLATION
EXTERIOR
ti
(SEE TABLES IA, 2A& 3A
ONLY
fib" No.#B711
FOR WATER RATINGS)
_ '•
uwwe
I� �✓
�T •. S TE OF
w 22
PE.
CONFIG. EXAMPLES
HEADER DETAIL'N,
SHEET 18; INSTALLATION
DESHEE S12&13�
9HEETS 12 8 73
NOTES;
1)SEE SHEET CONFIGURATIONS
FOR INDIVIDUAL
PANEL CON . SEE D IONS AS
APPLICABLE. SEE OP/ANCHOR
TABLES, SHEETS OE FOR MAX.
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 S 107-110) AT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL.
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK
COMBINATIONS PER DP/ANCHOR
TABLES.
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'DW &'Dc', SHEETS 12 & 13
PANEL CORNER FRAME CORNER
DETAIL DETAIL
Part#
Description
Motorist
124
Kommeeing 4EGTPS Spacer System
125
Ouanex SuperSpacernM with Hot Melt Butyl
See this
Sheet for
928
OsaneX Ouresoel Spacer
Materials
127
Cardinal )Q_ Edge Spacer
xEFERENGE TEST HEPOKIS: EIL-nni, sans a UUIU
MAX UNIT
WIDTH MAX. UNIT WIDTH
MAX. NOM. PANEL WIDTH
DLO TYP. PER TABLES 1.3
WIDTH INTERIOIR
EXTERIO
PANEL PANEL
FPANEL TypE rypE PANEL CORNER TYPE •GB••AS' TYPE SHEET19'A'ANCHORAGNOM. MAXUNIT'MAX PANEL MAX HEIGHT INTERPANEL WIDTHTYP. / DLO PER HEIGHT SEE PER / HEIGHT 7 BLES R INTERIOR
NOTE2 TABLES 1-3
(� q JAMB DBTAIL'G3', SHEET /),_,
% x 'G INSTALLATION DETAILS J
X X X 'GIN 8 INSTALLATION
SHEETATION E12 & 13
90° DLO WIDTH = NOM. PANEL WIDTH -7'
DLO HEIGHT =DOOR UNIT HEIGHT - 10.125*
EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XXIXX PANEL HEIGHT =DOOR UNIT HEIGHT-1.868'
SILICONE STRUCTUML
S POLYISOBV1YIBlE
tHfiH DESIOGM
EXT. GLA95
;MS PRODUCT REVISED
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ab95HT C NO fl1ANOE5THIS SHEFT. a»xmnemn eu.� H•+ n•nvw ^'r ALYNN MILLER P.E
✓R 7OH4 ,,,R"., ,N91O,,,.,esaw7o N75 f5 +22 PGT0190 C PFAseias
CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEE
��'M'.SHEETI9 OPERABLE JAMB DETAIL'03', SHEET 18;
( -- ,r---INSTALLATION DETAILS'GW &'Ge, SHEETS 12 & 13
LIED JAMB DETAIL'GT, ASTRAGAL HEADER DETAIL' A', SHEET HEADER DETAIL'' A', SHEETI8;
ET 16; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW &'Ae,
DETAILS'GW &'Ge, L2, SHEET 19 'AW &'AL', SHEETS 12 & 1� SHEETS 12 & 13
SHEETS &13 7 go,
12
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R.
'L'
'D'
'A'
MA
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PANEL
UN
HEN
WIDTH TYP.
PE
MAX
PER
SEE
TABI
DLO
TABLES I3
NOTE2,
1<
HEIGHT
SHEETiS
a
a
D
TYPE
SILL DETAIL
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MAX.
/
18;
INSTALL
DLO
DETAILS
HEIGHT
DW & De',
SHEETS 12
MAX
DLO
JAMB
12 & 13
PANELnPANEL
T'PE
°NTERLOCKOETAIL
CSK
uR'M',
SHEET 19
90' OUTSIDE CORNER
NOM.HEIGHT
PANELSEE
PER
DETAIL'NT, SHEET 19 &
DTH TYP.TABLES
CORNER ANCHORAGE
PERNOTE
2,
13
`SHEET11
v�
SEE FRAME 8 MAX. UNIT WIDTH
PANEL CORNER SILL DISTAIL'D'. SHEET 18; MAX. UNIT WIDTH �—
CONSTRUCTION EXAMPLE: 0)= INSTALLATION DETAILS
DETAILS SHEET IS 2-TRACK 'DW&Dot SHEETS I2&13 EXAMPLE:90°OUTSIDE CORNER-XXDOC (2EXAMPLE: CORNER -TRACE
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS'L7'& INTERLOCK DETAIL V. SHEET 19 INSTALLATION DETAILS'IW&
L2. SHEET 19� ,•1 INTERLOCK DETAIL 'M', SHEET 19 'IC', SHEETS 12 & 13l
HEADER DETAIL IC, SHEET
/,( �/ HEADERDETAIL ', 18; INSTALLATION DETAILS
JAMB DETAIL'HT, SHEET P-HOOK DETAIL'J'87C', SHEET 'B', SHEET IB; 'CN 8'Cc', SHEETS 12& 13
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12'. SHEET 18; INSTALLATION
DETAILS RV WHe, DETAILS W/ & IV, SHEETS 12 & 13
'Hw'8'Hc', SHEETS 12873 'Jc.'KW &'KC, SHEET I4 PRODUCT REVISED
SHEETS 12 & 73 plyi�n 1B, No Floriae
NVA-Ns w
NOA-No. 77.0420.92
Eapiratlon Dat802/17/2020
WO
HE
F
TA
ram— MA%. UNR WIDTH
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PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
. UNIT,
.R.
ti,
�M.
NOM.
.F.
1
F5 O
ER
ILES
3
MAX
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HEIGHT
J
SEE
NOTE 2,
SHEET IS
PANEL
WIDTH TYP.
PER
TABLES 13
6g
�i
XX
�_
LLLL�
i
X
— _r.
EXAMPLE:OXXXD SILL DETAIL'E',SHEET I8;-
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ec', SHEETS 12 & 13
I JR 1 GbpN17 1 C I NOC GEGTHISSH .. I
LTH7.CFAN1HMM
MAX. UNR WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
R1'
'F'
'F'
P.
MA
NOM.
UN
/
PANEL
HEIC
/
WIDTH TYP.
%
PE
SEE
MAX.
PER
TABI
OTE2,
OLD
TABLES I3
1:
SHEETi5
HEIGHT
u
X
T
HT
1
ES
EXAMPLE )MO SILL DETAIL'F. SHEETIB;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'FIN & Tc', SHEETS 12 & 13
wG noINTS116 o 221PGT0130v 221PGT0130
NTF UR
EXiEBIQB NOM.PANEL
WIDTHTYP.
PERTABLES
13
* . No. 58795
G
PANEL'S RIGHT STILE TYPE
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SINGLE
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mm
LOCKGTILE
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OP TABLES 1-3, SHEETS 68FOR PANEL
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psTRABAL
ROXM
IV
LEFT
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W
2. PANEL TYPES NOT SHOWN OFF
J
W/°�^1
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I'7 PANEL
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11J
gpK IN
/
LJ APPLICABLE
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ASTRAGALS.
..J
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RT
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J
11.I
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SILL RISERS
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QS
I
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a
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EXTERIOR /�
EXTERIOR AT � R OBx' �Y •0�' o+comPl>Ine I1M1 1M1e Fln#tla
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6JJ-
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my
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90 RECEIVER -�
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21 SILL RISER BOX O SILL RISER BOX R5 S9—yRISER, BOX *7: No.58705
MEDIUM-3-114' HIGH 4•
FLUSH. 1-111'
LOW, 2-1@•
) *_
• NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS B-e ' %3 ('I
ITOTECIWIX.ODYDRIVE
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ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) AA�1 n oe NLL PANEL JAMB IENGTH
1� C
1 2-TRACK JAMB
VLONG CUP B-105
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TRACK
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a
®2-TRACK W/SCREEN
D FRAME SILL
'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1.3, SHEETS 6.8 FOR OF (PSF) ASSOCIATED WITH STILE.
<.J
G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
G4
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'00
M
16
5 SEEDETAILGI
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FOR FIXED il
PANEL CLIP (D-
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v
fT MT RIOR '
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®(SHOWN WITH
(SHOWN WITH
4-TRACKJAMB
(SHOWN WITH
OPERABLE PANEL)
FIXED PANEL TO
11
FIXED PANEL TO
Is
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THE EXTERIOR)
THE INTERIOR)
4-TRACK
G FRAMEHEAO
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F RT VP E SILL
18 a 22
MAX UNIT
HEIGHTPER
TABLES 1-3
PGTO129
PRODUCTREVISED
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xoA-No. 17-0420.12
E.plrnemn D.l 02/1712020
)} NM 58705 'r
A LYNN N705 P£
P.EY6006
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
n
EXTERIOR
a
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EXTERIOR BOX ASTRAGAL SHOWN
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90* OUTSIDE
N1 2-TRACK SHOWN
90* 2-TRACIDE KSHORNER
02-TRACK SHOWN
APPLIC
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DP
1.T,SHSSOCIA ASSOCIATED WITH
(TILES, SOCIATED WRH
STILES.
L1 WRH STANDARD STILES k6D
®
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN)
TOWARDS INTERIOR (BOX -IN)
-
135- OUTSIDE CORNER
Dt 2-TRACKSHOWN
cE OFu 10:hA6
INTERIOR
5aTETUCR
50135' INSIDE CORNER
2-TRACKSHOWN
IVY L.Ao..0.
NTS 1 19 + 22
INTERIOR
PRODUCT REVISED
as complying NITINe Florida
B011dtng Cade
NOA-No. 17-0420.12
Eapnanon Oato"M7/2020
* F No.sayos
O�•'•. ST TTW
'()1`lA' I00
A LYNN MILLER Pg.
RE154m5
NOTES:
1) ALL ALUMINUM = 6003-TB
2) ITEMS # 33-39, 56.59. 60, 78, 84-99,
121 8122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OFtk12 OR #13 REQUIRES
MIN. 010 SMS OR 3/16- MASONRY
ANCHORS (oj 24" MAX O.C.
PRODUCYCT REVISED
Senate,6 colcedawith the Florida
NOA-Ne. 17-0420.12
Expiration Data O2/17/2020
By—
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1ANDEM NYLON ROl1El4 ASSY.
T/
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OOW4)99, OOW-9950R C-E-)]00
]5
8185%
OFMNIMORTK:EJPLY DUAL LOCK WILONOIPBA PLACE
iB
32%1FPFX
0f032X1"FL 66 SCREW YL T'PE"F°TP '
TT
417360617an
IO3239
tOJ25JEELLNC LLNUi
19
1135T
I'm BEAD
60
P159
TN6'BFAG/FpEO PANEL CLP
81'
MIB°BEADB2
IP21iKVNYLBULBWEAIHER$1RP83
1)93
LOVJENCV2%1118'SGL6DEMKTPPE,POLYEM.
100
48052
ROLLER ADA HOLE PLUG '
tOt
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ANB BUMPER '
IO1
1B9B
11690
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103
8160
TBIBtIX
('KEEPER
101
853
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f05
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1712
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115
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120
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fi352
B1TJ52
fOEO PANEL RETAINER 7I0"
5.069, 8.662•
0.080•
7.211' 41.50
5•
0.081' Oj 2-TRACK HEAD _t 10 4-TRACK SILL
(6063-TB AL) (6003-TEAL)
6.198'
ffm � t
1.211'
0.081' O2-TRACK HEAD W/SCREEN TRACK
(6063-TO AL)
I�(-p p p 6.52p6- p p Ip�
III II I1 r11:066. II n 11�5•
03-TRACK SILL
(6063-T6 AL)
6.221°
0.080°
1 271' 1.605'
] 7
0.081.
O3 3-TRACK HEAD Oe 2-TRACK BILL W/SCREEN TRACK
(606346 AL) (8083-Tfi AL)
9.142•
4,09
0.06X
1.211' L505'
0.081• O4.TRACK HEAD O2-TRACK SILL
(6663-T6 AL) (6063-T6 AL)
1.514-
D.asz
1.zeo• o.53z•I
0.060• 1 1.516•
OFRAME HEAD/JAMB SCREEN 12 FRAME SILL SCREEN
O ADD -ON AOO-0N
(606346 AL) (6063-TEAL)
SEE SHEET 17 FOR SILL RISERS.
REQUIRES MIN. H10 SMS
OR3l16•MASONRY
ANCHORS @24• MAX. O.C.
0.060"
o.Te9"it
t990°
FRAME SILL SCREEN
13 ENDADDON
(6063-TG AL)
REQUIRES MIN. 910 SMS
OR 3/16' MASONRY
ANCHORS @ 24' MAX O.C.
-1 1.3fi°
�
1,8721 I�
0.062°
1.019'
0.081'
SCREEN
STILE
(6063-T6 AL)
5.069'
j-�- ,.tf46•
I
1. 993°
0.082"
O14 2-TRACK JAMB
as SCREEN
OTOPRAIL
fi063-T6 AL
( )
(6063-T6AL)
f7 4-TRACKJAMB
(6063-TEAL)
it0.875'
1.993'
L 0.062-
SCREEN
60TT01 RAIL
(6063-T6AL)
PRODUCT REVISED
DUI1JInB Codewllh No Pl.nd.
L10A . 17-0420.12
e.plmmn Dv1002/17/2020
ME
* : No. 5870S
JR' o6osM1 c ND aaw6es lxrssn�r.
cExv aFewn ezazpe U =K/tJ 7/U ALUM.,tiUV- M/MPAU7 "lhrii nr"'
y,,,,q. wmewremr� s 'SG
¢2 a4w 4' ALVNNNILLEq,P£
scPn4 NTS 21 122 PG70130 C p.E4ssros
_: • 3\
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SCANNED
BY
St. Lucie County
MIAMI•DADE MIAMI-DADE COUNTY
® PRODUCT 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 ACCEPTANCE (NOA) i .miamidade.¢ov/ecovomv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or sus 1 o s material within their jurisdiction. RER
reserves the right to revo is acceptance, if it is determined by i ade County Product Control
Section that this prod or material fails to meet the requirements of the ap a uildm ode.
This product is a roved as described herein, and has been designed to omply with a Fl 'da Building
Code, including e High Velocity Hurricane Zone.
Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENTLbyAnthony
300JR titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 thr ugh 25 of by manufacturer, dated 08/29/11, with evision C
dated 06/19/17, ed and sey Lynn Miller, P.E, bearing the Miami -Dade ounty Product
Control Revisions p withAcceptance number and expiration date the Miami -Dade
County Product Contro ctioLABELING: Each unit shalnent label with the rees name or logo, city, state,
model/series, and following statement: "Miami -Da a ounty Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0218.03 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.
MUIMFDADE CWNTY
NOA No.17-0630.01
• • •, , � ' )t7 Expiration Date: May 26, 2021
r Approval Date: November 09, 2017
Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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 clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.10-0819.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated
08/29117, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Jorge M. Plasencia, P.E.
Pro act Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-0 Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-2
SUITABLE FOR ALL LOCATIONS REGUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE m MWDRi FORv 1=1AAL
MULLroNS / -� smuums Aw.GN:AM:
__ sH9El9xA
SHBET 5HF£i9IA 1
\ III
4ENviN
I NORPLMIl
11-- rmlLt
IFNGIH
—I LFN1.16iM rr_oR
r ILLF
�� r
�sES BErats
SHOT
S
H0R6 l
— ML
LEN6Tx �
1) DETAAS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITIONTOPNY ANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TPICALAPPLICpTlONS ARE SHOWN. EACH SITUATION IS UNIQUEAND SHOULD BE
EVALUATED GYM EKPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD.OPTIONAL I%OR V WOOD BUCKS IFUSED,
MUSTBE ANCHORED PROPERLY TO TRANSFER LOAM ANDARETO BE DESIGNED BYOTHERS.
2)WE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THESTRUCTURAL PERFORMANCEOFTHE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS -FREEFIAATNG- AND CO NOT NEED TO BE DIRECTLYATTACHED TO WE MULLION CLRV. BUT SHALL
NOT HAVE A GAP OF MORE THAN 11V FROM THE CUP. .
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE MUW ONS ARE CALCULATED TO DEFLECT NO MORE THAN.UIBO. THE 1/3 STRESS NOREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILRY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
THE COMBINED WIDTH OR
PFt000CT5 TO OETERMINEPPESSUflES ANO
/- PRESSURE OF MM11PLE MULUONSOR FENESIHAItt N YftOVUGISSWLLI11T,
NFMM
NVG1F 67 WHEN ENDING YOUR SIZE IN THE MUWON TABIES,ALWAY3 ROUND lIPTO THE NEXTSIZESHOVM ON THETABLE(S).
MGRRLNiK
SEECETALE, MULL T) ANCHOR EMBEDMENT TO BPSE MATERLLLBHALL BE BEYOND WALLORESSWG OR STUCCO.WCODBUCNB BY OTHERS, MUST
sITxT4 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERUTL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVTM
REACTIONS.
FD.A.TrRAnaN 8) REFERENCE: TEST REPORTS: FT66443; EL00 ULTRACONIAGGRE-OATOR NOAS
FPCIIV .RBANY
IAATBEYttFE OODE, AM AND LI.IRS HAVE OVEDFBEEN IWACTGNEOATESTEDTO COMPLY WITH IJULON AREOMS TO MUSF WE ED
IDAWITH
BU LOWG
uuSTeE O]OE AM AREAPPROVED FORIMPACTANp NONJMPACi APRIGATONS. MULLIONSAREONLY TOOEUSEO WTIH
BYFGT. PGT-APPROVED FENESTRATION PROWCTS HAVING CURRENTAPPROVALS.
10) MUWONS ARE N COMPLIANCEFORUSE W THEH
11)OUNHTTYOFUNITSWITHWAMULTNLEMULLEDASSEMBLYISUNLIMREDPRO=M® TTHEWMANDOPENING
WIDTHR♦EIGWOFEACHINDIYIOUALMULLIONCOMPLIERWRHTHEREOUREMHNTSOFT SN0A
Hvprt �
FG
r N. r r r
SINGLEMULLION SNGLEMULUON \
'15FE CCN1✓EBVDIIDNG DETAL4
`- FPDNRDUREtIeDYE.
CODES /STANDAA0.5 LRED:
•2017 RORIOA BUILDING CODE (FEC), STH EDITION
•2014 FLORIDA BUILDNG CODE (FBC), STH EDITION
•ANSOAFBPANDS-2015FORWCODCONSTRUCTON
•ALUMINUM DESIGN MANVAI, PDM-2015
•AISI 510042
•AISC 36D10
NSTRUCTONS:
TYPE THAT WILL FIT THE DEPTH OF
THE OPENING USING THE ASCE-T STANDARD.
DEPIK
TO SHEET 25 TO DETERMINE IF THE W WD LOADING IS WECTANGUI ORTRIANGUTAMRAPEZOIDAL•.
IATHROUGH IBA ON SHEETS S THROUGH 20 RESPECTNELY, USING
FTHEMULNCNISSPANNING VERTICALLYCRHORRDNTALLY).THE
VJ3ESSURE REQLIREMENTILB3IFT'1 FOR THE OPENING OBTAIN®IN
TABLE USED IN STEP 4) ABOVE, FIND THE VAW E IN THE NEXTCOLUMN ANCHOR CAPACITY REWIRED (LBS). THIS VALUE
WINCLOADWANSFERRED TOTHE SUBSTRATE BY THEANCHORS AND MUST DEMO TO ATTAIN THE FULLMULLION CAPACILY.
w±iu~ F G) OMTHEANCHORCAPACRY(LBS)TABLE 0NTHESAMESHEETANDL151NOYOURACTUALSUBSTRATECONWDON(MULTIPLE
FNwG W4RB ORSUMTRAMANCHOITCUPPATTERNMAYAPPLV) SRECTANANCHORCLIPPATTERNANDV MR TIMTTHEREOUIR MCHOR
vFRnrALMuu ppCTIY IS MET.
MULLIONS nF�MUWCNCAPACT(LssIFPIOUNNEDINTHETAOLEISHIGHERTHANT DESIGNPRESBURERMUIRWEW(WSEP FORTHE
OPENING, YOU MAY USETHE -ANCHOR CAPACRYADJUSTM44T FORMULA TO OBTAW THELOWERANCHOR CAPACTY REQNREO. WRHTHIS
VALUE A LOWER ANCHOR CAPACITYOPTION MAY BE SELECTED FORTHESAMESUBSTRATE
0) VERIFY THE DESIGN PRESSURE RATING (WSM FOR THE FENESTRATION PRODUCTTO EE USED ANO COMPARE WITH THE MNAL MULLION
CAPACITY IIBSFPI OBTAINED FORTHE MUWON SYSTEM. THE LOWER OF THE TWO SHALLAPPLY M WEENTREN,ULLED FENESTRATION
PRODUCT ASSEMBLY.
S) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATON WHEN USING THIS NOATO APPLY FORA PERMIT.
a
PRODUCT REVISED
29 00' gI1 , WIN the FIoTIHa
NOA-Na 17-0630.01
Gplmtlpn Beta 05/26/2021
* : No. 587M
DETAIL A
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
s
oErnaB:
MNBuc
MULLION TO IX
aucNs3Rw
TYRANchaa
Rv
OODBUCKANHED
WOOD BUCK ANDM Y
n r
SEESEETA5 18-u3
—
(STANDARDCLI OWN)
amD3s,
v3
N
OTE 1.
MUlLICN
-
SX 1
:.
...
8 S
YN
Cl
FF
:.
z
M
W
W
SH91EEfS
a b
MW3.1161
31-9 PoaMtl.E
G
SONSRETE IXt GN
III gESTµCG
j
WTI
LOCFTWS
SEESEETABlf3
N
e
°
EWEOISl.WCF
10.13a
g
Q'
IXtAM30xP1'
W
Q
O
.w•M:LYFOR
< ab i
SIDE VIEW
Z
AUM IXON3
°
!-
O
Z
FJINERTME a
a
?
�
m
a
EXTERIOR
+
�`
oslp&%yMas
INsrwEo3v
TwsMERloo. �
]
--4
r
u
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO.
]) QUARRY OFANCHORS AND MULLION SIZE SHOWN ABOVEARE FORPICTORIALREATESENTATION
ONLY. BECAUSE THE ANCHOR CAPACRY IS BASED PARTLY ON THEANCHOR TOANCHOR DISTANCE,THE
CORRECTOUANTITYANO LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE
FOLLOW WG SHEETS. FOR DETAILS AA, EITHERTHE STANDARD OR OFFSET CUP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHFAD, H� OR FLATHEAD.
4) WOOD BLOM ARE OPTIONAL, SEE DETAIL C. SHEET 3.
5) FOR MASONRY APPLICATIONS M MIAM4DADE00UNTY, USE ONLY ML'UAI E COUNTYAPPROVED
ELCO ULTRACON OR MCO lfV S.B. AGGREGATOR MASONRY ANCHORS.
MNNN&&iINSIfA}LREfEORCVW
FRONTMEW
TW.ANCHM
PRODUCT REVISED
ply gwlM the R.dda
Bulldi.9 COJe
NO .. 17-0630.01
MULLION
MCHCIS
SEENOIEI,
NIN 2TItY GwUEIE ORGIV
MN3.TIteI LCNCPFEQtt1Al
FRONT VIEW
SIDE VIEW
.EETe .
INSTALLATION NOTES:
1) ANCHOR EMBEDMENTTO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) DUANTDY OFANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PILTORU REPRESENTATION
ONLY.BEGUSETHEANCHORCAPAC ISBASEDPARTLYONTHEANCHORTOANCHORDISTANCETHE
CORRECT OUAMITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILSA-O, EITHERTHE STANDARD OROFFSETCLIP MAY BE USED.
31 ANCHOR HEAD TYPE MAY BE PANHEAD, HE EAD OR FLATHEAD.
A) MOO BUM ME OPUONAL, SEE DETAIL C, THIS SI{EET.
E) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAAIFDADE COUNTY APPROVED
ELCO ULTRACON OR 8-CO VA' S.S. AGGREGATOR MASONRY ANCHORS.
FRONT VIEW
!IO
EXTERIOR
DETAIL E:
y 1ss-wa MULLION TO MULLION
INTERSECTION
(U.CL.IP)
v I M,
L
TOP VIEW
vAwEs�H
LmreRSEnIw
VGLP
FRONT VIEW
II�
NOTES:
1) MAY BE INSTALLED IN R W OR'CROSS'
INTERSECTIONS.
2)MAY REINSTALLED HORQY)W IY
(SHOWN) ORVERTIMLY.
3) SEE U�CLIP DRAWINGS, SHEETS 21-23
FOR CORRESPONDING MULLION.
\xr
EMERIOR
rg slEETeam Rn
noLELanTa.+s
EOpE
019iNJCE
SEE TABIFS
lave
SIDE VIEW
DETAIL 0:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SH
i)FOR2 WOODS EKEDSTEELSTUDS,WOOD
ANCHOR VALUES MAYBE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEETS 5X, FOROUAWITYOFSLT&WS.
SIDE VIEW.
PRODUttyUh th
CyT REVISED
.uHdema CodN xv1e Fledda
NOA-Nu a 77-0630.01
ENPITnNOR DAto 05/2612021
* No. 5870E
DETAIL F.
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
sEe DErAus Aq
$IE£iL3R11'J]FORIN$143AlNYi
TO S V 6•IRL S V.tlf FAlL9
O O
O O
SIDE VIEW
SHOMMTH VXR'X.12V.
M.
EXTERIOR
NOTES FOR WSTALLATION OPTIONS R
1) DETAIL IS NOT APPLICABLE FORTHE BAYER 1.2VX2.11-X.I2 MUWON.
2) SEETABLES 1B-138 FORANCAOR QUANTITIES AND SHEETS 21.23 FOR HOLELOCATONS.
3) THEMS CLIP IS NOT SINTABLEFORTHISAPPLICATiON.
DETAIL G: DETAIL H: 8
ANGLE MUW ON CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
a
1L•aaw• kY
PATMULL
N
Rnulan s U
OTOPVPIEW
Zo ° o o [Yp
p a
TOPVIEW
In
EXTERIOR
LRorvoao.
EXTERIOR wt NnsLNm sxTeaoa g
5
a RO.P Cng w p llfiie Florltla
euumne r
NOA-No. 17-0630.01
Exvlrafian Oats 5/26/202t
By
EH;c1WR
IRIowmL.mEF1
AWLLCMAORIMSWRT
EWE
O d
ry
019TANLE
VER
r{
IhYlCF
L
O
NOTES FOR INSTADATION OPTION G 8 H'.
.�`aDN'tCEN
IGEN
1)USE 2ANGLE CLIPS PER MU WON ENO. CLIPS MOST BE INSERTED INSIDE OF MULLION.
2)DETAIL G: SEE TABLES IB-14B FORANCHORQUANTTTIESAND SHEETS21-i3 FCRHOLE
LOCATIONS.
_N.L s
3)DETAIL H: SEE TABLES I5B OR 16B FORANCHOR DUMMIES AND SHEET a FOR HOLE ' ®
LOCADNS.
( Ep C
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2) LINEAR INTERPOLATION BETWEEN MULL LENGWSANMOR OPENNG WIDTHS IS ALLOWABLE
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FIGURES SHOW SUGGESTED, APPROXIMATE ROLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIFlCATIONS. HOLLOW AND GROUT -FILLED
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THICK STEM STUDS TO BE MINIMUM GRADE 33 AND.04S THICK (IB GAUGE). STRUCTURAL STEELTO BEAT
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TAbN INN
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P]NbW
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A6ON➢rCOp Patlemv
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utmm
V4'96 Eko
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+AONORpr
.10SWI
0.RS)8uur1111
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a:xr IN)
E6A tlsarcetrrl
1•
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I- 1-w`
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c emeeam
wr
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lax• lsr
z
+-w
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z
tare'
tart-
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l MtMa®6-AW oa/D)'NJMp'e rAlvi Wy R
-ts
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Dwas
H1P4 r4oflu
Rfl.
rM Wa
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I AI¢hm®JS'Min l].C.IOJ'ASAnOn Rpl RS
iN na
RNM
lBDlb lain!
ZSZJ AS
MOIM
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NA IIM IM
iNNs
YD IN
IDlDx
WRo
U51W
IlMW
OArclm®Z)1•IAin O.GIWZrSMDIe Ceps /IFy. J].
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IINb
WA
NO Pa
WA IN91N
WA
1JSOGv
WA
IOZEIW
19INr I
ON"
FIGURE 1:
FIGURE2:
FIGURE 3:
ANGLECLIP �URES 1� E USED IN PAIRS
TABLEN0TE5:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
ON LOADING.
2) LINEM INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHELL CONFORM T0ACI M15PECIFIMMONS. HOLLOW MD GROUP -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0W. WOOD SHALLBE PRESSURETREATED
YELLOW SOUTHERN PINE WRH AN SO OF O.M. ALUMINUM SHALL BE 6063T5AND BE MINIMUM 0FA1
THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AN0.045-THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LFAST.I2V THICK AND A31L ALL ANCHORS WO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 010& 912 ANCHORS INTO WOOD MAYBE STEEL, 1M S.S. OR 410 S.S.
CIFENNG, WHEN R IS LOWERTH N THE MULLION
CAPACITY (MOM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD AMINIMUM ANCHOR
CAPACITY WHICH MAY BE USEDTOOUALIFY
PRODUCTREVISED
......
INN.BIY W. Ill. Flodda
uvA ..cotlu 17-0630.01
ESPIMUDD Date 05)26/2021
*:• N0. M705
H•taco'•1 F--t250"—I
Tr---� ,Dol• r —1 ,Don r.-
-{ tow )— —j tool, r I
tzs' ,2s
�[II
2S
2.]Sn
2.� .125 3.125 .125 3.188'
2S
zaa• zmn
365
L 26' 650'
3i5 S75' .500'
PXXX.1251JULLAN VXTXXIPMULLION ,'XLR X.31nML1.UON t'X2.5•XA MW.Ll0N T%1wx4 MuuucN 1.2SE11B8'X2EPwmm
&63T0AWN. WO&TSALUM. 608178 ALUM EOBSTSAWM. WXT5ALUM We "ALUfe.
XSECTKKI %SECTION XSECTION %BECKON ksECTICN %SECTION
O75•
MIN.
�"1 f--.125 '�"1 � CIF--.,2b•
srANDARo cLIP � z2�ANCLE cuP
EC8ST9 ALUM BX411 ALLAA.
2.00n %SECTION 2125 NCLIP 2.0I00' %SECTON
.125 ekSEC ON L .125'
V .125'r E
.4D•
Da- LF.SZW1
p-=TNLF.SIEET4
336'MIN.
IC_-----_ A A I UCLIP
L_______J 608}T6 AWM.
TOWIEW
STANDARD UP
cm,,ALUM.
TOPVD V!
OFFSET CLIP
808iT8 AUIM
TOWIEW
375•
MIN.
T
B
CENFEROFANCHOH
HOLE MVST LIE
WIDIIN THELIIIED
OOUNDAR%SEE
SHEEFS&17FCRTHE
ANCHCRO.C.
DSFA%CEMAXMUII
ANCHOR HOLE
DIM,EIER: ANCHOR
MWEFER•1W.
TABLE B
9.000'
L -1
Y65ANOLEUIP
60811E ALUM.
CENTER OF ANCHOR HOLE WW LIE WITHIN THE TOf^AEW
CASNEp BOUNDAM.SEESHEETS 618 FORlNE
ANCHOR a C. DISTANCE. MA4MUM ANCHOR
HOLE DIAMETER: ANCHOR NAMETER r 1/18•.
Mull 01man9on (Sbeol,)
PGTPartD
Mullion
Sul. Clip
OD4el Clip
UCllp
Angle Clip
P X2' X.125 (5)
66605
666113M
6661118M
666243M
666511M
1'XTX.375'(6)
SEISX6
M114M
6MI16M
669244.M
6WS12M
1'XZ7TX.375(7)
665D7
666115M
6661120M
SM45M
666513M
i'X2.7S'X.65O1(B)
66608
6NI16M
6651121M
666246M
G66514M
VX3.125XS[Z(9)
WM7M
SNII16M
6MI114M
666242M
66BSISM
1.25X3.18B'X.2W(12)
66611M
W61117M
6WIil3M
W6241M
66016M
1.26X811'X.129(18)
SM70
WA
WA
WA
6WS17M
NOTES
1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTWCACNS GIVEN ON THIS SHEET.
2)SEE SHEETS 69,12618 FOR SUGGESTED, APPROMMATEIWLE UO TCNS 6 ANCHOR O.C. DISTANCE
3) SEE SHEETS 24 FOR GENERAL INSTALIATON METHODS,
TABLE A
Dimendon
Value(In)
For Mullion:
A
1.625
V XT X.125'
Aluminum
Tube M Wion
B
2664
c
0695
D
0.740
A
1.125
VX2'X.37S
AII XNnum
Tuba MuNon
B
2404
C
O.fi35
D
0.490
A
1.675
PX275'X
B
3.000
.375 AWnInum
C
0.757
Tithe MulBon
D
1.118
A
1.312
1•X2.TS'X
.650•
Aluminum
Tube Mellon
B
3.000
C
0476
0
O.SU
A
20E0
1•X3.125•%
.Bar Alum
Tube Mug
B
2637
C
0.663
D
1.137
A
2.625
1.25'X3.188'
X.285•Al
ll
Tube lAull
B
3.262
C
0.862
0
1.762
1.28• X2.11° %
A
1.813
.121•Alum
Tube Mull
PRODUCT REVISED
Bu1141nBIWng wpa Ne FMH4a
NDA-NaCnEe 17-0630.01
E Plndlon Date 05126=21
No. W7O5
12r X325'X.IGr lJWX3.2SX.W4'
MULLION MULLON
e00ST5 M. eWSTSALUM
%SECTION XSECOON
3r BAY MULLION
e088-TOALUM.
XSEORON
1'XPXSW '
'T'-MULLON
6003-7e ALUM
X.SECTx1N
a
[ m
3B
100'
. L824it di'
^ 1 .820' F-
1.W X &GVX.0W
MUWON
B00STBALUM.
X.SECRON
--II 740'a
Y�
2.DDo' .I2r sTMOARDCLw 22
BOBYT6 PLUM I 2125- 2.000'
2C5PNOLE
%SESTIQN L6CLIP1 00BYT6AWM. 606YTBAWM
.126' %SECTION %SECf10H ,12E N F
IL ��rcU LL
z5• r o u
CENTEROF ANCHOR HOLE MUST LIEWR111NTHE y
00.SHED BOVNOARY. SEESHEEfb 10Z0 FORTHE
ANCHOR O.C. DIiANCE MA%ONMANCIXW � 0] (Yg
HOLEOPg4"TEP: ANCHORDINAETERe llifi'.� ... _a
%�1125--� _ GNEATE F{lIP. WE I 375'
{ OEIAL F.SIIFETI
I i I I
I I 1
I I I I
I I I I
1 I 1} I I
I 1 I 1 F
I
I 1 I I I
I I I I
I
� � STANDMDCLIP
CENTEROF ANCHOR HOLE MUST LIE a06YTBAWM.
YARIINTHEOASHEDBOUNOMY.SEE TOWIEW
SH EETS I0.II FOR THE ANCHOR OC.
Y�
=rJ kmv-I
NOTES:
1) HOLES TO SE DRILLED IN THE FIELD FOLLOWNO DIMENSIONAL RESTRICTIONS GNBN ON THIS SHEET.
2) SEE SHEETS 10, 11. 13-1 S. 10820 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALIATION METHODS,
375'
FT
I I
I I
I I
I I I
I I I
1 H
I I
I I
I I I
Q_ _ oFFSErcLw
W83-TB KUM.
TDpv�Ew
3T5'
r_________ ______
ANCHROF
OR
1
MUSTN
I
SH
THED DASHED
WUMAEO
RY.SEE
i
TS 161T
SMETS
I
♦:
FOR
FORTHE
F i—_____
ANCHORO.C.
1
O1STPNCE
MNOMUM
ANCHOR HOLE
OIAMETER:
I
ANCHOR
OIMIETERs1N6.
U CLw
EOBYTB ALUM.
TOWIEW,
TARI.F C
TARI Fr. nnMT
Nmentlon
Veha 5n)
Fa Mullion:
Oimenslon
Value On)
Far Mullion:
F
0
3
1.000
1 4'X
.m.4
X.I um
Tube NM6bn
F
G
1.S3B
0.600
136'X3.
X9x4'
AlMnlnum
Tune Mullbn
H
I
2.6W
5000
H
1A]0
3.250
F
0
3187
D75T
1"X4'X
.3Tr
Alaldlmn
Tube 6'T
F
0
2.e25
1.125
125'X3.B4'
x.W4•
Alunbum
T10e MUl6on
H
2AW
3.000
H
I
I.500
3360
F
G
2.26D
0.750
1.2VX31r
X.100•
Abeldram
Tube MuOM
F
2813
30'Be Mu0
F
2.07E
Wila Mull
H
1
1,600
3.250
TART F D
Mull Dhneman
(A fim)
pOTpatl6
Mullion
SM.CIIp
ONeel Clip
U4Xip
An6M Clip
1'XTX.12r110)
01%
61811111
M1122M
660241M
6685IBM
T%T16.Sir(H)
mmo
68611V
M112M
6632Q111
E68516M
1'XPX.37r T(11)
126'X3x6'XADV(13)
1.0'X3A5'X.02C(l4)
Sam
M160=312
M1810315
606112M
G061127M
GI
E661122M
BODII24M
M1126M
e68212M
6602410M
H82411M
fi6B61BM
660115M
GBGe116M
lag Xawx.W(ls)
010
Mll17M
M1126M
NMIM
B5651711
WDa31ee(IB)
86648
WA
WA
WA
WWW11101A
45 Dexlee(W)
55650
WA
WA
WA
5M4111M
PRODUCT REVISED
s eomplyln INN Flerltla
eulldmB Oahe
HOA-Ho. :7.0830.07
EapinoVDn Oale OS/26/2G21
— * I No. 58705
RE
TABLE E
Mull Dim.naipO
( 4 111.
PET PeN#
Mullion 1 Clip U.COp
ARBIn CIIp
r XVX.25•(16)
66602
666281M
6602711
6865112M
Z'XB'X.25- (17)1
LOW
1 666262M
1 666272M
BB65113M
NOTER
1) HOLES TO BE GRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTICNS GIVEN ON THIS SHEET.
2) SEE SHEETS 143-17 FOR SUGGESTED. APPROXIMATE
HOLELOCATIONS,
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATON METHODS.
T.D00' .375
MIN.
a.aaD•
MW rxvxa £
MIRLON
606}T6 ALOM
%SECTION
Z50'
)-2.OD0•--j
—.125•
TI— STANDARD CLIP
ZED, 601}76ALLIK
LELTION
.12s
H
gRHEAETO
3.500• caEATePQR, .375
E _SEEUEIAILF.
F SHEET< MW.
I 1
I I
I I
I I
1 I
I I I
1 1
I 1
STANDARD CLP
CENTEROFAMMRHOLBMUSTGE MWEa T6ALUM
W11H'.NIHEDASHm HWNOPRY.SEE TOPVIEW
SHEETS 161] FORTHE ANCHOR O.C.
DISTANCE MAxiMUM ANCHOR HOLE
DIAMETER:ANCNORDIAMET -IMV..
.375I nt `-fi�E 6EUi F. .375
MPL ��1I F MIN.
___ L_______-
I I
1 I I
1 I
I I 1
I 1
I I
I I I
I 1
I I
I I
4.608•
I I
1 I fi.430•
1 I
MUON5' MI
MULLION ' 1
I I
xSEIRCRON
6(L417nON 1 I
I I
1 1
' 1
TOP VIEW
4
1T
r—.H..LP
00?}TGALUM"1 h—.1zs•
6}TO ALUM
XSECx25 XECDN
n-
L s t SG
i-1.4,4T
+ 3.430°
CENTER OF ANCHOR HOLE M 115T LIE
WRHINTHEDASHEDSOUNnARY. SEE
SHEtTS 16-17 FOR THEANCHOROA.
UCIO
fi08}T6AWM.
USED FOR 3USED FOR 2• X6' �EEf 1]1]
TOPVIEIEW W
2x6ANGLECLIP
fi06 ,MEWL
TOPMEW
N On u
lu0i Y
PRODUCT REVISED
26 COMHPT&TI MN th. MoT1aa
`oWnNO"..
CCe•JJ 17-0630.01
Expb.t'ien Oat 5/262021
By
Mtam a Product control
*: NO. W705
A. LYN"WINL'ER. P.E.
FL P.E.# 557M
EXAMPIE 1: SINGLE VERTICAL MU 11ON
NULL�ON
LENGTH
�/ oEiEnlE s,
SIffEf9
NOINOIOPSIN WINW WY 8a�1xLRl---III
FEMNG VlOTM
EXAMPLE 2 MULTIPLE MUWONS
'
Mluxtvnt—�)--
sreATs
�
SEE
SEE
F PRODUATw CTS
SHEES,
MHRW
24
VLLI
u IIDPY
-
`SET
SEE
Lwmx
DETAILS,
DLTNLE
CPEWNG
SHUTSaJ
SHEETS*
HISINT
FOR
HOOM
N[RR
Y
SEE
DETABS,
SI¢ET9
rN
THE BUILDING SUBSTRATE IS MGM TO BE WOOD ON ALL FOUR SIDES. ME WINDOW FRAME DEPTH Q 2-114'.THE OPENING REQUIRESA DESIGN PRESSURE oi,.W.W4ILO PSF.
1) INMAl1YASSUMiNG THAT 1' WIDE MU WON IB SUITABLE,WE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32N•-W. REFERENCING SHEET 25, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULUON TABLES FOR A MU W ON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-WAND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF -53.011,60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE ME NEXT LARGER SITEAVAILABLE
FROM TABLE 3A SHEET 7, THE 1' X2.]S X.375' MULLION (LENGTH - TY.OPENING WOW =10')MEETS THE DEPTH REQUIRED, HOWEVER ME DESIGN PRESSURE IS- 58.3 POP AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A SHEET 8, THE 1"X 2.75' X EM' MULLION (LENGTH • 7P.OPENING NOW -7L1 HAS DESIGN PRESSURE OF+FTV PSF WHICH E(CEEOS ME REQUIREMENTS FOR WE
OPENING AND MAY BE USED IN MIS APPLICATION. NOTE ME ANCHOR CAPACITY REWIRED OF 638 LOS.
2)USETABLE4BTDFWDTHEANCHORTYPE,ANCHORQUANTITYANDCLIPTWEREQUIREDFORTHEWOODSUB.4RRATEBG WE STANDARDCLIPWW(4)d12ANCHORSANDWEM
ANGLE CUPS WITH (4)#12 ANCHORS HAWACAPAGTYOF SM LBS.TH000H EITHERONE MUM BE USED, THE STANDARD CLIP IS EASIERTO INSTALL
3)WRIFYWE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MIJLUONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INFO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS .1- 0.0 PSF. WE OVERALL MULLION SYSTEM WAS DETERMINED TO BE TILT PSF WITH AN ANCHOR CAPACITY OF 63B LBS. ALTERNATVE Y,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXALT DESIGN PRESSURE OF GO PSF:
,WPSF)X( 836 LOS =R4.9LBS (MAYBEUSEDTOQUA #105TPH.SCREWSFROMTPB 0)
72.7PSF
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USESA CONCRETE HEADSTAND SILL THE WINDDW FRAME DEPTH IS 23 . THE OPENING REQUIRESA
DESIGN PRESSURE OF+50.01450 POP.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT V WIDE MULLION IS SUITABLE, THE MULLION LENGTH C 3Y+7T41'-IW AND THE OPENING WIDTH IS 36'+38'+1'•7T. REFERENCING SHEET 25.
THE COLUMN USING RECTANGULAR WADING SHALL BE USED. SCAN TIE MULLION TABLES FORAAEILLDN THAT IS AT LFASTTNE WINDOW FRAME DEPTH OF 23IB'AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.W-55.0 POP. IF ME TABLE DOES NOT SHOWTiE EXACT SITE. USE ME NEXT LARGER SMEAVAILABLE.
FROM TABLE M. SHEET 7, THE V X2.T5'X.3W MULLION (LENGTH -108. OPENING WIDTH=WjWETS THE DEPTH REQUIRED, HOWEVER ME DESIGN PRESSURE IS+MOO PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION
FROM TABLE 12A, SHEET 16, THE 2-X V X.250- MULLION (LENGTH =108', OPENING WIDTH =On HAS DESIGN PRESSURE OF+1b 7 PSF WHICH EXCEEDS THE REQUIREMENTS
FORME OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR CAPACITY REWIRED OF Wt LBS.
BECAUSE IT IS NOW MOM THATTHE MULLION WILL ADD 2- TO ME WIDTH OF THE MULLED UNIT, ME ADJUSTED OPENING WIDTH IS 38'+36' 74', NOT IT As PREVIOUSLY
ASSUMED. VERIFYTHAT ME DESIGN PRESSURE IS STIMAPPUCABLE FOR W EADJUSTED OPENING. ALTERNATIVELY. WE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE TV DIMENSION (3s12'+3S1R'+Y=]3T.
2) USE TABLE 12B TO FIND THE ANCHOR
CONCRETE HEADER MD SILL ARE V WII
FOR THE HORIZONTAL MULLIONS:
T BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
CAPACITY OF 1050 LOS WHICH IS GREATER AND
BECAUSE THE VERTCAL MULL WILL BE A2-X 4•X IMP MULLION, IN THIS EXAMPLE WE WILL MATCH THE HOREONTALAND VEWICAL MULLIONS, ALTERNATIVELY, ANOTHER
MUWONTYPECOULDBECHOSEN yG
1)WEMNLLX)N LENGTH IS S6' AND THE OPENING HEIGHT IS 32-+Tf+Y=10r.. REFERENCING SHEEP 25, THE COLUMN USWGTRAPEZOIDAIIHWNGULAR LOADING MAY BE p
USED. FROM TABLE INN SHEET 16, THE 2'X4-X.25P MUWON(® LENGTH =4Y. OPENING HEIGHT - 1201 HAS A DESIGN PRESSURE OF+M70D PSF WHICH EXGEFDS ME 2
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITYREQUIRED OF 521 LBS.
2)USE TABLE I2&TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR WE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME ME CMU JAMBS MIRE IP U
WIDE. IF ME MULLION CLIP WERE TO BE CENTERED WITHIN THE S', CARE MUST BE TAKEN TO MVUNTNN ME FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CLIPS WITH z
(4)3M6' ULTRKCON ANCHORS AT AN EDGE DISTANCE OF T GIVU AN ANCHOR CAPACITY OF 540 LOS WHICH IS GREATER AND THEREFORE SUITABLE, FOR ME REQUIRED w
ANCHOR CAPACITY OF 5211BS
4) MR ME UCIJP IN WE HORIZOWAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 M. TABLE IM FOR ME UCLIP ONOWSTHEANCHOR
CAPACITY IS IOM LOS WHEN USING 3 ANCHOR$. WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF SH LBS.THE
ANCHORTYPEISA012STEELSCGREW. ..
FROM THE ABOVE STEPS. OUR MULUON DESIGN PRESSURE IS:
NA J PSF FROM THE VERTICAL MULLION;
+i-170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO CMU;
H-170.0 PEP FROM THE 3V HORIZONTAL MULLION ATTACHING TO THE VERTCL. MULLION ONTERSECTON)
THE LOWEST DESIGN PRESSURE IS+IE4.7 PSF AND WOULD APPLY TO ALL OF THE MUWONS.
PRODUryCTg REVISED
Builtling Dotle ttM1 No FIOHOa
NOA-No. 17-0630.01
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BY
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VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWIRH MIS MULLION SYSTEM. WE LOWER DESIGN PRESSURE. OF MULLIONS OR FENS TION a /,�IiRf(R(. `E��1T�
PRODUCTS. WILL APPLY TO WE OVERALL ASSEMBLY.FUJN. DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTTATIXJ PROOUCTEE INSTALLED 'n ALGi:N114AlL�R, P.E.
ACCORDANCE WITH ME INSTALLATDN SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWCN. 11 PRBSATnF
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SCANNED
BY
St. Lucie County
MIAMI•DADE MIAMI-DADE COUNTY
Em PRODUCT 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 ACCEPTANCE (NOA) w .miamidade.¢ov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been desi ed to comply with the Florida Building
V Code, including the High umcane Zone:
DESCRIPTION: Hies "PW7620A" Aluminum Fixed Window - N.L
APPROVAL DO a Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13, with revision D dated 03/16/18, 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 TING: one.
LABELING: Each shall bear a permane label with the manufacturer's name or logo, city, state,
model/series, and following : " . i-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 and renews NOA# 17-0614.10 and consists of this page 1 and evidence pages E-1, E-2,
E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-04:
'---ZAp
ration Date: February 19,
Sl r'3 JIB proval Date: August 2 P
PGT Industries, Inc.
1.
A.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasee spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E.
(Submitted under NOA No.16-0629.13)
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 fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-1114.1;9
3. 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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manuel Pe P.E.
Product Control finer
NOA No. 18-0430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5t"
Edition (2014) and FBC 6t" Edition (2017), dated 09/14/17, 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. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./ in.
F. STATEMENTS
1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 61 Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11109116, signed
by Manuel Perez, P.E
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under NOA No.16-0629.13)
S. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.114114.17)
6. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manuel P P.E.
Product Contra E miner
NOA No.-0430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTBERS
1. Notice of Acceptance No. 16-0629.13, issued to PGT Industries, Inc. for their Series
"PW-701/620" Aluminum Fixed Window - N.I." approved on 08/04/16 and expiring
on 02/19/19
Manu I Pep64 P.E.
Product Control a finer
NOA No. 1 - 430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-3
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMMTED
A. DRAWINGS
1. Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines", sheets 1
through I of 11, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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
7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked -up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor.
:I3MMELOY "i
1. Notice of Acceptance No. 17-0614.10, issued to PGT Industries, Inc, for their Series
"PW-701/620" Aluminum Fixed Window —N.I., approved on 10/12/17 d expiring
on 02/19/19.
Manuel Pe P.E.
Product Control xa iuer
NOA No. 1 430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-4
GENERAL NOTES: SERIES PW7620A
NON -IMPACT -RESISTANT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY
WRH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
81• TIP -TO -TIP WIDTH
60" BUCK WITH
2)SMUTTERS ARE REQUIRED WHEN USED IN WNDEORNE DEBRI
ST-0l4"VISIBLE
REGIONS.
LIGHT WIDTH
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, US
6.12E
ONLY N MI CADE COUNTY APPROVED MASONRY ANCHORS.
B. SHEET
ANCHORONRYUNITSAND EVALUATIONS CONCRE 50 N
MATERIALS C90 CONCD FORRETE
PINE, UNITS AND CONCR
MIN. KS9000NC ANCHOR TYPE.
WITH MIN. K51 PER ANCHORTYPE.
4)ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE
CONSIDERED IX INSTALLATIONS. 1X MOD BUCKS ME O
IONAL
SHEETS
i
A
E
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOODB
CKS
J
BUCK
DEPICTEDAS2XARE1A1 MICKORGREAlEIll AND
BUCKS
L
HEIGHT
(MEN USED) SHALL BE DESIGNED TO PROPETLYTRANS
ER
1
-------
LOADS TOWESTRUCTURE. WOOD BUCKOESIGNAND
..Jll---
117-IIV
INSTALLATIONISTHERESPONSIBILTOFTHEENGINEER,(EOR)
1TMAX.
VISIBLE
1r
OR ARCHITECTOF RECORD,(AORL
O.C.
I
LIGHT
O.C.
HEIGHT
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE B ND
/
WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIE
TIP -TO
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS At1p
BEYOND THE SCOPE OF THESE INSTRUCTIONS. \
6) MAX. 114- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO WE SUBSTRATE. USE
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD
BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL. MST
PRESSURE. FRAME ANALYSIS AND GLASS PERASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL TEST PRESSURE, FRAME ANALYSIS MD GLASS
PER ASTM El30D.
C, DESIGN LOADS ARE BASED ON ALLOWABLE STRESS
DESIGN,ASD.
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED
TO RESIST THE W NDLOADS CORRESPONDING TO THE
REQUIRED DESIGN PRESSURE. THE 3 In%STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION
OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORROSION RESISTANCE.
12'MAX.O.C, 6'
MAX.
TYP. FLANGED FRAME
ELEVATION
GUIDE TO SHEETS:
GENERAL NOTES..._ ...................
1
ELEVATIONS................. .... ....._.-I
GLAZING DETAILS................ ......2E
DESIGN PRESSURES._- .............2E
INSTALLATION, FLANGE.............7
INSTALLATION, EQUAL4.EG..-._
0
INSTALLATION, INT. FIN A..........9
INSTALLATION, INT. FIN B...........
10
CORNER ASSEMBLY..................Al
EXTRUSION PROFILES............._11
PARTS LIST ......................
11
9) REFERENCES: TEST REPORTS FTL-3834, 3847, 38%T212 A
1&7763; ELCO ULTRACON NOJU ELCO CRETEFLE( NOA;
ANSVAFBPA NDS FOR WOOD CONSTRUCTION AND ALUMINUM
DESIGN MANUAL
10) THE 7620A SERIES WAS FORMERLYCALLED THE 620 SERIES.
CODES/ STANDARDS USED:
0
2017 FLORIDA BUILDING CODE(FBC), 6TH EDITION /
•ASTM E1300E9
•ANSVAFSPA NDS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015
•Alsl S10D12
•AISC36O10
FIGURE 1:
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/ MAX.
12' O.C. /
MAX. /
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Description
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1
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2
3
3
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4
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DESIGN PRESSURE RATING
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TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS M.
ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND lr O.C. NVOL FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
f^—WIDTHS I— WON 1— WIDTH
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.. TYPES 1, 4&6.
SERIES NAME CHANGED TO
'„ 7620A FROM 620.
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Window Design Pressure (+l-, pen for Glass Type 1
Long Side,
Tp to 7i In
54-11/16
57
61
65
69
1 73
77
1 81
85
89
93
97
31
+/-58.4
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+/-51
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+/-44.4
+1-41.7
+140.1
+/-38.8
+/_37.6
+/-36.4
+1-35.5
+/-34.6
33
+/_56.9
+/-53.8
+/-49.6
+/-05.9
+1-42.1
+/-39.8
+/-37.8
+/-36
+/-34.4
+/-32.9
35
+/-56
+/_52.7
+1-48.9
+/44.9
+/-41.2
+/-38.8
+/-36A
+/-34.2
+1-32
37
+1-55.2
+/-52.2
+/48.3
+/-44.5
+140.9
+1-38.3
+/-35.8
+/_33.1
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39
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+/-51.6
r/47.9
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n
41
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a/-47.4
+/-03.6
+/-40.5
+/-38
43
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+/43.3
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a
45
+(.51
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+145.7
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47
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c
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49
+/-411
a/-06.5
M43.7
51
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53
+/-45.5
54-11116
N-04.3
N TIP-TO-T.P DIMENSIONS SHOWN- FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLETO DE 1i
2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NE%TAVAIIABLE SHORT OR LONG DIMENSION.
3) FORARCHTTECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLEIELYFR WnHIN.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
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SHORT N 1
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Window Design Pressure (+/., psf) for Glass Type 2
Long Side, Tip To Tip (in)
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89
93
97
101
105
109
113
117
121
125
129
133
137
141
145
31
+101Y-145.8
+100/-144.7
+1001-141.9
+1001-138.4
+1001-135.4
N00/.132.8
+1001-130.5
+100/-128.6
+1001-1268
+1001-125.4
+1001-124
+100/-122.6
+100/-121.5
+100/-120.5
+1001-119.6
+1001-118.8
33
+100/-136.3
+1001-131.7
+1001-127.1
+1001-123.4
+1001-120.3
N001-117.9
+10(VAIS8
+1001-113a
+10W-112
+100/-110.4
N00/.108.9
+10N-107.6
+100/-106.5
+1001-105.6
+100I-104.5
+100/-103.7
35
+100/-12B.7
+1001-122.3
+1=-117.7
NDO/-113.9
+100MID1
+1001-106.8
-1001-104.3
+1001-102.2
+10W-100A
+/.99
+1.97.4
+/-96.2
+1-95
+/-93.9
+/-93
+/.92.1
37
+1001-122
+100/-117.3
+1001-111.8
+10UI-106.4
+100I-102.6
+/-99.7
+1-96.9
+/-94.4
+1-92.2
-AGG1
+1-88
+/.86.6
+/-85.2
+/.64
+1-83
+/-82
39
+1001-120.2
+1001-115.1
+1D0/-107.8
+1001-102.5
+/.98.4
+/-941.5
+/-91.2
-1-87.9
+I-85.2
+/-83
+/-81.4
+/.79.8
+/-78.4
+/-
41
+1001-117.8
+10W-113.9
+1001-105.8
+IG01-1DO.8
+l-96.1
+/-91.6
+/-8fi.9
+/-83.4
+/-81.1
+1-78.9
+/-76.9
+/-75
+/-73.4
+/-71.8
+/. 70.3
a/-68.8
43
+100/-1139
+10DI-112.6
+1DOI-106.2
+1001-100.6
+1-95.3
4-89.9
+/-85
+/-81.4
+/-78.7
+/-76.1
+/-73.5
+/-71.2
+1-69
+/.67
+/-65.2
+/-63.5
45
+100l-1f0.S
+1001-109.1
+1DN-106.8
+1001-1DD.7
N-95.4
+1-89.9
+/-84.1
+/-80.8
N-77.6
+/-74.4
+/-71.6
U-68.5
+/-65.9
+/.63.4
+/-61.8
+/-60.8
47
♦1001-107.4
+100I-106
+10DMD4.3
+1001-101.1
+1.95.7
+1-90.3
+1-84.6
a/-80.6
+/-77.4
+l-74
+1-70.3
H-67.2
+/-63.9
+1-61.7
+/.60.4
+1.59
49
+100/-104.6
+1001-103.1
N001-101.5
+/-1D0
+/.95.3
+/-90.8
+/-85.2
+/-81.1
+/-77.5
+/-74
+1-70.6
+/.66.6
+/-63
+/-61.4
+1-596
+/-58
51
+10W-102.1
+100/-100.6
+/.98.9
+/-97.4
+/-96
+/-91.4
+/-85.8
+/-81.6
+/-78.2
+1-74.6
+/.70.9
+/.67.3
+/-63.2
+/-61
+/-59.4
H-57.8
53
+1-99.8
+/-98.3
H-96.5
+/.94-
.8
+/ 93.6
.
+/ 92
+f-88.6
+/-82
+/.78.6
+/.75.3
+/-71.6
+/-67.8
+/-fi4
+/-61.4
S
55
+/-97.8
+1-96.2
+/.94.4
+/.92.8
+L91.3
+/-DD
+1.87.2
+/-82.4
+1.78.8
H-75.B
+/-72.2
+/-B8.8
+/-fi
m
v
57
+/-95.9
+/.94,3
+1-92A
+/-90.8
+/-89.3
*/-88
+/-86.8
+/-82.7
+/-79.2
+/-76
+l-72,8
+/4i9.4
h
59
+/-94.3
+1.916
+/-916
+/.88.9
+/.87.4
+/-88.1
+1-84.9
+/-82.3
+/-79.3
+/-76
+/-72S
c
61
H-92.8
+1-91
+/-89
+/-87.3
a/-857
+1-84.3
+/-83.1
+/-81.4
+1-78.7
+/-76
w
63
a/-91.5
+/-89.6
+/-87.6
-1.85.8
+/-84.2
+/-62.7
+/-81.4
+/.80.3
+/.T7,5
65
+/-90.3
+/-88.4
+/-86.3
+/-84.4
+/-62.7
+1.81.3
+/-79.9
+1.78.8
67
+/-89.3
+1-87.3
+/-85.1
+/-83.1
a/-81.4
+/-79.9
+/-78.5
69
-1.88.3
+1-56.3
+/-54
+/-82
+/.86.2
+1-78.7
71
+1-87.5
+/-85.4
+/-83
+/-80.9
+/-79.1
73
+/-86.8
+/-84.6
+/42.1
+/-80
+/.78.1
75
+/-86.3
+/-83.9
+1-81.4
+/-79.2
77
+/-85.8
+/.83.4
+/-80.7
79
+/-85
+/.82.4
+/-79.6
81
+/-82.9
+/.80.8
83
+/-81.3
85.7/8
+/-79.4
1) TIP-T0,TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICH THE OVERALL DIMENSIONS COMPLETELY FIT WUMIN.
TABLE DIMENSIONS MAY BE }
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
LONG SIDE I
SHOR 1
SIDE
SHORT
L SIDE
LONGSIDE ---�
SHORT
SIDE
L
0 j
LONG
SIDE
SHORT
SIDE
EXTERIOR
a
GLASS TYPE
I
WE,
GLASS SITE
NO CHANGES THIS SHEET.
m
Y
❑
0
z
O v
8
r
z 9LL
c
UVo as
❑
f In O i
0'oN
MD
O
J
n P
Z
O Z p
O
N
5
1
DO
o
a
m
®
Z
w
I,.vs
FG
O
w
Z
5
<
Z
I,
aio s
O
3
I
Z
N
O
W
ED
cc�
X
W
5
LL
❑
a
c
Window Design Pressure (+/-, psf) for Glass Type 3
Long Side, Tip To TIP (in)
85-718
89
1 93
11 97J
101
105
109
113
117
121
125
129
133
137
141
145
31
+1001-145.8
+1ODI.W.7
+100/.143.4
-142.2
+100/.141.2
+1001-140.2
+1001-139.4
+1001-138.6
+100/.137.8
+100/-137,1
+100/-136.5
+1001-135.9
+100/.135.4
+1001-134.9
+1001-134.4
+100/.134
33
+100/-138.6
+100/-037.5
+1001-136.2
+1001-135
+1001-133.9
+1001-133
+1001-132.1
+1001-131.3
+1001-130.5
+1001429+8
+1001-129.2
+100/.126.6
+1001-i
+10N-127.5
+100F727
+100/-12G.6
35
+1001-132.4
+100/-131.2
+1001-129.9
ktODA127.6
+1001-126.6
+1001-125.7
+1001-124.8
+100/-124.1
+10 -123.4
+IW.122.7
H001-122.1
+1001-121.5
NON421
+1001-120.6
+100/-020.1
7
1D0/-126.9
+1001 225.7
+1 00/-1 e3
+100/-123.1
+1 /-122
+I=-120.9
+1001-120
+100/-119.1
+1001-118.4
+1001-117.6
+1001-117
+1001-116.4
+100/.115.8
+1001-115.3
+10D/-114.8
+1001-114.3
+1001-122.1
+1001420.8
HOD/-1
1ow-117
+10DI-115.9
+100/.115
+100%114.1
+100l-113.3
+1DOI-112.6
+1001-111.9
+10D/-111.3
+10N-110.7
+1001-110.1
H00/-108A
+100/-107.6
41
+1001-117.8
+1001-116.5
+1001-115
+1D0/-113.7
+1001-112.5
+1001-111.4
+1001-110.5
+100/-109.6
+1001-108.8
H00(-107.7
+10N-105.5
+100/-103.4
+100/402
+10N-000.6
+/-99A
+/-98.2
43
+100/-113.9
+100/-112.6
+1001-111.1
+1001-109.7
+1001-108,5
+100/-107.4
+100/-106.4
+1001-105.5
H00/-103.5
+1001-100.9
+/-98.7
+/-96.6
+/.94.9
+/-93.2
+1.91.6
+/-90.1
45
+1001-110.5
+1001-109.1
+1001-107.5
H001-006.1
+1DOI-104.9
+10DI-103.8
+100/-102.7
+10Dl-001.8
+/-99.2
+/-96.1
+/.93.6
+/-90.9
+/.88.7
+/.86.5
+1.84.6
+/-83.2
47
+1001-107.4
+1001-106
+1001-104.3
+1001-102.9
+1001-101.6
+1001-100.5
+/-99.4
+/.98.5
+/-95
+I.925
+/-89.1
+1-86.3
+/-83.7
+1-81.8
+/-50.2
+1-78.8
49
+1001-104.8
+1001-103.1
+1001-101.5
+/.100
+/-96.7
+/-87.5
+1-96.4
*/-95.5
+/-94
+1.89.8
+/-88.2
+1-83
+/-80.8
+/-79
+1-77.1
N-75.3
c
51
+100l-102.1
+1001-100.6
+/-98.9
♦/-97.4
+1-96
+/-94.8
+1.93.7
+I-92.7
+/-91.8
+/.88.7
+1.54
+/-81.6
+/-79.1
+1-76.7
+I-74.7
+/-72.5
53
+/-99.8
+/-98.3
H-98.5
+!-&1.8
H-93.6
+/.g23
+/-81.2
+/-9D.2
+/-89.2
+/.88.4
+/-83.8
a/.g0.6
+1-78.2
+/-75.6
65
+/-97.6
+/-96.2
+/-94.4
+/.92.8
+/-91.3
+/.90
+1-88.9
+/-87.8
+/-86.9
+1-85
+/-84.1
+/-80.8
.1- ]].6
m
57
+/-95.9
+/ -94.3
+!- 92.4
+/-90.8
+/-89.3
+/-88
+/.Bfi.B
+l-65.7
+/-84.7
+/413.9
+/-83
+l-81.2
59
+1-94.3
+/-92.8
+/.90.8
+/-88.9
+/-8].4
+1-86.1
+!. 84.9
+/.83.8
+/.82.8
+/.81.8
+/-81
61
+/-92.8
+/-91
+/-89
+/-87.3
+/-95.7
+/-84.3
+/.83.1
+/-82
+/-80.9
+/-80
w
63
+/-91.5
a/-89.6
+/-87.6
+/-85.8
+/-84.2
+/.82.7
+1.81.4
+I-60.3
+1-79.2
65
+1-90.3
+/.88.4
+/-86.3
+/-84.4
a/.52.7
+/-81.3
+/-79.9
+/.78.8
67
+1-89.3
+/-87.3
+/.85.1
+1.83.1
+1-81.4
+/.79.9
+1.78.5
69
+/-88.3
+/-88.3
+/-84
+/-82
+/.80.2
1 +/-78.7
71
+/-87.5
+/-85.4
+/-83
+/.80.9
+/-79.1
73
+/-86.8
+/.84.6
+/.82.1
+/-Be
+/_78.1
75
+1-86.3
+/-83.9
+1.81.4
+/.79.2
77
+/-85.8
+/-83.4
+/-60.7
79
+/-85.4
+/-82.9
+/.SD.1
81
+/-85.1
+1_82.5
B3
+l.84.9
+/-84.9
31 FOR ARCHITEL yV AL Waa,.V ,a ,.. V^,,.0F114n..0 auu,.LLau v.��.wvo. a a 1-1.i reamI /: 1111ur mmcrvmvnmine l/mm rvuclenmmc lnc wlrvuuw Sae.
NOT SHOWN, ROUNDUP TO THE NUT AVAILABLE SHORT OR LONG DIMENSION.
CTURINOOWS, FIND THE SMALLEST WINDOW S VE IN THE TABLEABOVE WHICH THE OVERXI. DIMENSIONS COMPLETELY FO wlnelN.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIOE
+- LONG SIDE
SHOR iR 1
SIDE
{ SHORT I_
1 SIDE f
+/oj1-Iz I
I
LONG
SIDE
LONG SIDE
SHORT
SIUE
L
SIDE f
GLASS TYPE 3
NO CHANGES THIS SHEET.
W
u
D
y
O
S,
a
a
O
CON
i
amo
O
N
y
0
ZLLm
as
C0
W
Z
FB
.o,ry
n
=
Ud
U
e� ap
w
Q
21
V- v
a
W
CO
vma
OZv
Q
N
p
In
W
1=
J
Q
g
a
r
a
® m
N
W
1aae5
H
�
W
IN+I
Z
SSS
Q
Z
LL-
aloa5
o
Ss
D.
Z
aQ
w0
S2UJI
K
W
5
ILIIa.nylli
LYlyryy
<1
STATE F (V�
i�iS..•RORIOP...Co�=�
"�/IIIIIP"-
A LYNN MILLER. P E.
P.E.658705
TABLES
Window Design Pressure (+/-, psQ for Glass Type 4
Long Side, lip to Ti in
68.7/8
73
77
81
85
89
93
97
98-1/2
31
+/-78.9
+/-75.1
+/-722
+1-69.8
+/-67.6
+/-65.6
+/-63.9
+/-623
+/-61.8
33
+/-75A
+/-71.6
+/-66
+/-64.8
+/-61.9
+/-59.3
+/-57.2
+/-55.5
+/-55
35
+/-723
+/.69.9
+1-65.5
+l-61.5
a1-57.6
+1-55
+1-53
+/-51.3
+/-50.6
37
+/-69.7
+/-68.3
+/-64.4
+/-59.5
+/-55.5
+/-52.8
+/-50.3
+/-47.9
+/-47.2
39
+/-67.4
+/-65.9
+/-63.8
+/-58.9
+/-54.8
+/-51.8
+/.48.5
+/-46.1
+/-45.5
41
+/-65.3
+/-63.8
+/-62.5
+/-58.7
+/-54.6
+1-51.3
+1.48.1
+/45,4
+/-44.6
c
43
a/-63.5
+/-62
+/-60.6
+/-58.6
+/-54.6
+/-51.3
+/-47.8
+/.45.3
+/.44.5
0
45
+/.62
+/-60.3
a/-59
N-57.8
+/-54.6
+1-51.4
+/.48.1
+/-45.3
+/44.5
F
0
47
a/-60.6
+/-58.9
+1-57.5
a/-562
+/-54.6
a/-51.5
+1-08.2
a/q$,5
+/-44.6
F
49
+/.59.4
+/-57.6
+/-56.1
+/-54.9
+1-53,8
+/-51.4
+1-08.2
51
+/-68.4
+/-56.5
+/.54.9
+/-53.8
+/-S25
+/-51.4
+/.4&2
n
53
+/.57.5
+/-55.5
+1.53.9
+/-52.5
+/-51.3
+/.50.3
g
55
+/-56.7
+/-54.6
+1- 52.9
+/-51.5
+/-50.3
rn
57
+1-56
+/-53.9
+1-52.1
+/-50.6
59
+/-55.5
+/-53.2
+1-51.4
61
+/-55
+/-52.7
+/-50.8
63
+/-54.7
+1-52.2
65
+/-54,5
67
+1-54.3
68-7/8
+/-53.2
1) TIP-TO-TP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS. SUBTRACT V MOM THE TP-TO-TIP DIMENSION IN THE
TABLE TO DETERMINE WE WNDOW SME
2) FOR SIZES NOT SHOWN. ROUNDUP TO WE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECNRAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN.
F-- LONG SIDE
SHORT
SIDE
L
7
LONG
SIDE
SHORT
SIDE
�~ LONGSIDE �I
SHORT
SIDE
L
IN16-NOM.
GIASSSTACK
GLASS TYPE 4
JR - 03116/16-ADDED GLASS
.. TYPE&TABLE.
W
�
Y
❑
>
y
H
a1W
❑
[7 N
N
Z W m vu
�
p
UUd op
ILI
❑
~o < � ¢
�r.a
W
L
>P
Z
Z m
O
N
s-
5
N
-1
o
J
Q
QLU
N
b5
Z
O
30
W
Z
00
o
°
�
a
w
0
❑
W
z
[7
`°
C
K
W
5
LL
❑
LL
agry
'osp
s pe5
ONY L AttV4
No. 56705
:�FS•:F[OPoOP:' V�J
TABLES'
Window Design Pressure (+l-, psf) for Glass Type 5 & 6
Long Side,
Tip to Ti in
85-7/8
89
93
97
101
105
109
113
117
121
1 125
129
133
137
141
146
31
+1001.145.8
+100/-144.7
+1001-143.4
+1001-142.2
+100/-141.2
+1001-140.2
ADO/-139.4
+100/-138.6
+1001-137.8
+1001-137.1
+100/-136.5
+100/-135.9
+100/-135.4
+100/-134.9
+100/-134.4
+1001-134
33
+1C1-138.6
+10a/-137.5
+1001.136.2
+10W-135
+1001-133.9
+100/-133
+1001-132.1
+1001-131.3
+100/-13D.5
ADO/-129.8
+1001-129.2
+100/.128.6
+1001-128
+1001-127.5
+1001-127
+IMl-128.6
PRODUCr RGVIST41
Nl rimxae e.lRmila
35
+1001.132.4
+1001-131.2
+100/-129.9
+1001-128.7
+100/-127.6
+100/-128.6
+100l-125.7
+10GIA24.8
+1001-124.1
+100/-
117.4
+ 10D/-122.7
+ 100/-122.4
+1001-115.8
+tON- 121
+1001- 120.5
+1DOf.l20.1
DmlaagGod.
37
N00/-128.9
+1001-125.7
+100/-124.3
+100/-123.1
+100/-122
+7001-120.9
+100/•120
+1001-119.1
+1001-118.4
+100/-117.8
N00/-117
r100/-116.4
N00%115.g
NOON15.3
N00/-114.8
a100/-114.3
A 1$�0M13O0 .
39
+100/-122.1
+1001-120.8
+10D/-119.4
+1001-118.1
+1001-117
+100/-115.9
NOD/-115
+1001-114.1
+1001-113.3
+100/-112.6
+1001-111.9
+100/-111.3
+1001-110.7
+100%110.1
+1D0/-109.6
+1001-109.1
41
+1001-117.6
+100/-116.5
+100/-115
+1001-113.7
+100/-1 IZ5
+100/-111.4
+1001-110.5
+1001-109.6
+100/-108.8
+1001-108
+1001-107.3
+1001-106.7
+1001-106.1
+1001-105.5
a1001-105
+mi-104.5
Y
43
+1001-113.9
+100/-112.6
+100/-111.1
+1001-109.7
+1001-108.5
+1001-107.4
+1001-106.4
+100/-105.5
+1001-104.7
+100f-103.9
+100/-103.2
+10D/-102.5
+1001-101.9
+1001-101.4
+100/-100.8
+1001-100.3
45
+100/-110.5
+100/-109.1
+1001-107.5
+1001.106.1
+100/-1D4.9
+100/-103.8
+1001-102.7
+1001-101.8
N00/-101
+1001-100.2
+/.99.5
+/-98.8
+/-98.2
+1-97.6
+/-97.1
+/-98.6
JR-OY1&18-ADDED GLASS
47
+1001.107.4
+100/-106
+100/-104.3
+100/-102.9
+1001-101.6
N00/-100.5
+/-99.4
+1-98.5
+/-97.6
+1-96.8
+/-96.1
+/-95.4
+/-94.8
+/.942
+/-93.6
+/-93.1
TYPE 6.
49
+1001-104.8
1 +1001-1a3.1
+1001-101.5
+/.100
+/.98.7
1 +/_97.5
+/.96.4
1 +1.95.5
1 +/-94.6
+/-93.8
+/-93
+/-92.3
1 +/-91.7
+1.91.1
1 +/-90.5
1 +/.90
-_
51
+1001-102.1
+1001-100.6
+1-90.9
+1-97.4
+/-96
+/.94.8
+/-93.7
+/.92.7
+1_91.8
+/.90.9
+/-90.2
+/-89.5
+/-88.8
+/.88.2
+/-87.7
+/-87.1
P
53
+/-99.8
+/-98.3
+/.96.5
+/-94.9
+/-93.6
+/-92.3
+/-91.2
+/-90.2
+/.89.2
+/-88.4
+/-B7.8
+/-86.9
+/-K2
+1.85.6
55
+/-97.8
+1.96.2
+/-94.4
+/-92.8
+/-91.3
+1-90
+/.88.9
+/.87.8
+/.B8.9
+1-88
+1-85.2
+/-84.5
+/-83.8
F
57
+/-95,9
+1-94.3
+/.92A
+/-90.8
+/-89.3
+/-88
+/-8s8
+/.85.7
+/-84.7
+1-83.9
+/-83
+/-82.3
w
Y
❑
59
+/.94.3
+/-92.6
+/-90.6
+/-88.9
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2) FOR SIZES NOTSHOWN, ROUND LIP TO THE NEXT AVAILABLE SHORTOR LONG DIMENSION.
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'11j"I11\\1
BIDE
BmE
A LYNN MILLER. P E
P EA M705 Ij
I
2X WOOD BUCKSTRIP EDGE
OR FRAMING. SEE DISTANCE
INSTALLATION
TYPE A
WINDOW I EXTERIOR
BUCK
HEIGHT <]
WNOOW '
HEIGHT I VISIBLE
LIGHT
2-3/4"
INSTALLATION 4 _ EDGE Tp
TYPE B DISTANCE AND
SUB
VERTICAL SECTION B-B
DlsraNcePER su95TRATE, INSTALLATION INSTALLATION EMBEDMENT
SEE TABLE 7. THIS SHEET TYPE TYPES
EMBEDMEM 1X WOOD SUCKSTRIP,
I� 1/4"MAX SEE NOTE 2, THIS SHEET
EMBEDMENT SHIM
TIP. ANCHOR TYPE, EMBEDMENTANO EDGE
11 j EDGE DISTANCE PER SUBSTRATE, DISTANCE
EDGE /1 SEE TABLE 7, THIS SHEET
—f DISTANCE
TES @ 11-7/B•
MAY.
EXTERIOR 11
CONCRETE/CMU
PERANCHOR
Ham—
-
REQUIREMENT
WNpOWBUCK YnO7HY3,
'
I
WINDOW BUCKWIWD
CONCRETHOR
TP-T0.TP WINDOW WIDTH
PER ANCHOR
HORIZONTAL SECTION A -A
REQUIREMENT
INSTALLATION
METHOD
TABLE 7:
1/4'
MAX.
SHIM
EXTERIOR
SMS(SELF-DRILLING
SMSISS EEETABLE
7, THIS SHEET
MIAMI DAUE`APPROVED MULLION (SEE
SEPERATENOA),ALUMI NUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES. TABLE 7,THIS SHEET
Anchor
Substrata
Min. Edge
Dlatame
Mn. Embetlrtem
MaKO.C.
s dLm
tH2aIf14410 SS Sa
S.0 Pine sG0.
wir
1- 91
Ir
Aindlasn 6063-15 Trio.
ASS SIEaI
XT
318'
0.063••
0.083' •
it
it
Steel Stud Gr, 33 on
wr
ao0 18 Ga •
12'
#12 a#14 Steel Screw(M)
Souelern Pine SG0.65
9JIT
1-3/8'
12"
Alumnum w T5 Tin.
3I8"
0.083"
it
A35 shn l
wr
0.063' •
12'
SIW SMtl tr. 'n
318'
O.DSS 18 Ga
1T
114' 410 SS CreteFlex
routed QM ASTMG
2-12
1-im
12'
Concrete (rtin. 3.3E ksi
1'
1-3Y4'
12"
1/4' Sktl UBTawn
Concrete min 2.8E kM
P
1.3/4'
12"
Concrete nun 2.95 kN
2-1/Y
f-818•
12"
UrmrCMU ASTM
24@'
I 1-1/4•
12'
918'Sleel llltrawn
CorereR dirt 3.5 kM
1-1/4'
1-3/4'
1 12'
CMU AS1M C-90
2-10
1.3/4'
12'
J �114"MAX SHIM ' MIN. OF 3 THREADS BEYOND THE MET PATE.
"UNGROUTED CMU' VALUES MAY BEXSED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
INSTALLATION NOTES:
7 IX WOODBUCKSTRIP. '-] (� !�
SEENOTE2,TIUSSHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBED AND (� L.J
EDGE DISTANCE LIMITS,
CONCRETE PER 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1r. ARE BUCKSWHOSE TOTAL
- ANCHOR THICKNESS IS LESS'THAN I-1Z. IX WOOD BUCKSARE OPTIONAL IF UNTTCAN
- REQUIREMENT BE INSTALLED DIRECTLY TO SOLID CONCRETE WOODBUCKSDEPICTEDAS
•2JL-ARE1-l/ THICKORGREATER.INSTALLATIONTOTHESUBSTRATEOF
WOOD BUCKS TO BE ENGINEERED BYOTHERS OR AS APPROVED BY
JMEM AUTHORITY HAVING JURISDICTION.
TNIS SHEET 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF
512E TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
C. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDDW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Materiel
Min. Fr
Min. .
Seel
Screw
90 ksi
FJcoUkraCon®
i95ksi
4105E EEo CrCeFlw@
127.4ksi
lki410
WSVL AUmnum
J W
A365ho136
ksi
tr. 335bel SNtl
33 ksi
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* No. 58705
S G
S%NAL
A LYNN MILLER, P.E.
2X WOOD SUCKSrRlP EDGE
DISTANCE
OR FRAMING, SEE r
NOTE 2, THIS SHEET
INSTALLATION
TYPE E -
DISTANCE PER SUBSTRATE.
SEE TABLE 8, THIS SHEET I{
EmBEDDMENT J�
EDGE
INSTALLATION
TYPE G
—�� EMBEDMENT
1/4"MA%
SHIM
12 FORALL SIDE L
BIDES8 ARCHITETECTURAL
EXTERIOR SHAPES®II-W
29 G.C. MAX
CCNCRETEICMU I
PERANCHOR F�-
REQUIREMENT
WINDOW
BUCK INSTALLATION
HEIGHT TYPE H
IW
MAX
VISIBLE SHIM
LIGHT
HEIGHT= g
WINDOW
BUCK EXTERIOR
HEIGHT- STEELSELF-DRI'
2IGH 8,T IS S),EEEL
S, THIS SHEET
MMM1-DACE APPROVED MULUON (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE B,THIS SHEET
21
rre
1X WOOD
SEE NOTE 2,
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE B. THIS SHEET
EXTERIOR \
4
VISIBLEUGHTWIDTH-
WINWIN BUCK WIDTH-2-L4'
WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
TABLE.'
INSTALLATION
TYPE F
L. •I
CONCRETEICMU
PER ANCHOR
REQUIREMENT
EMBEDMENT
EDGE
DISTANCE
Amhn
Sld N,
MR Edge
DiSance
Nirt EnbetlnM
"Wo..0.
#12or#1441OSSScrew
Swlglem Pire ISI
9/16"
1318'
IT
AMmirem 6063-TS min.
318"
0.063"
IT
A36 Sleet
3/8'
0.063" •
12,
Steel Std. Gr 33 min.
3/1"
C.045' 18 Ga "
IT
MIZwOMSleei Scl (G5)
SOUDIem Pine 3G0.55
9116-
1.W
IT
Alunlu 6063-T5 mi,
A36 Steel
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0.0631'
1r
17
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SIB'
0045 18 Ga -
12'
1/4" 410 SS CreteFtx
Lftroutd CMU ABIM C-90
2.12
1-1/a'
17
Concrete Inn. 3.35 ksi
1'
1-314'
IT
11P Steel UNao.
CDrerete Inn. 2.85 kW
1"
1-314"
12"
Concrete - 2.85 ksi
2-1/7
1-318"
12"
m CMU TM
2-97
1-1/4"
12"
5/16" Steel Lwacon
Convele nin. 3.5 kW
1-1/4"
1-314'
12'
GraUled CMU ASTM C-90
WAIT I
1-3/4'
1 12'
�1Y4' MA%SHIM LNGROUTED CMU"VALUES kUW BE USED FORGROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPUCABLE.
iXMODBUCKSTRIP, INSTALLATION NOTES:
SEE NOTE 2, THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND
EDGE DISTANCE LIMITS.
•
EMBEDMENT
CONCRETEPER
ANCHOR
2. WOOD BUCKS DEPICTED ON THIS SHEETAS'IV.ME BUCKSWHOSE
"
REQUIREMENT
TOTAL THICKNESS IS LESS THAN I-1/T. IX WOOD SUCKSARE OPRONALIF
•
UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE WOOD BUCKS
"
DEPICTEDAS'2X•ARE1-IM-THICKORGR TER.INSTALIATIONTOTHE
INSTALLATION EDGE
SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS GRAS
TYPE
TYP.ANCHOR TYPE, EMBEDMENT
APPROVED BY AUTHORITY HAVING JURISDICTION,
DIE
AND EDGE DISTANCE PER
SUBSTRATE. SEE TABLE 8, THIS SHEET
1 FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF
VERTICAL SECTION D-D
SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME
4. IFAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOAAPPLIES TO WHOLE SYSTEM
Material
Min. Fr
Min. F„
Steel Screw
92 ksi
120 ksi
41D Screw
ROW
110 ksi
Eko NIbaCon&
155 W
M k8i
410 SS Elco CreleFlexS
127.4 ksi
189.7 kst
6063-T5 Aluminum
16 ksi
22 ksi
A36 Ste]
36 ksi
58 kM
Gr. 33 Skel Stud
33 k.W
45 ksi
NO CHANGES THIS SHEEP.
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No. 58705 -
A LYNN MILLER, RE
RE 058785
TYP. ANCHOR TYPE,
2X moo BUCKSTRIP
EMBEOMENTANDEOGE +i
EMBEDMENT
ORFRAMING.SEE
DISTANCEPERSUBSTRATE,
NOTE 2, THIS SHEET
SEE TABLE 9, THIS SHEET
EDGE EDGE
INSTALLATION
DISTANCE
DISTANCE
TYPEI
/x• N c'
3
SHIM
EMBEDMENT
12 USEDFORALL
SIDES OF
S ARCHITECTURAL
EXTERIOR
SHAPES 011-7M-
29 O.C. MAX.
AIL
a
WINDOW
INSTALLATION
TYPE J
SHIM
MA%
I GRIM
m WOOD BUCKSTRIF
OR FRAMING, SEE
NOTE 2, THIS SHEET
ME TABLE 9, THIS SHEET
INSTALLATION
TYPE K
EDGE DISTANCE--,�{IL,�T�
2%WOODAMING, SEE
IIIljl III
OOODSUC STRIP `\f
NOTE2,THISSHEET
BUCK
-
INSTALLATION
TYPEL
— VISIBLE
HOOK
EXTERIOR
BUCK YNDTH-23'C'
aMAX
IIQ,
IFFWINDOW
WINDOW BUCK WIDTH
SHIM
HORIZONTAL SECTION E-E
VISIBLE
ISAI
LIGHT
HEIGHT=
WINDOW
B
STEEL SELF
-DRILLING
BUCK
SMS(G5).SEETABLE
HEIGHT-
9, THIS SHEET
TABLE 9:
INSTALLATION
TYPE
MIAMI-DADS APPROVED MU W ON (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 9,THIS SHEET
21
6 2X WOOD BUCKSTRIP
ORFRAMING,SEE
NOTE2,THISSHEET
EMBEDMENT
EXTERIOR
v
Anchor
Substrate
Min. Edge
Distance
Max. O.C.
Spacing
2-1/2"x.113"Box Nail
Southern Pine SG=0.55
5/16"
5"
2-1/2"x.131"Conan Nail
Southern Pine (SG=0.551
3/8"
S.
2-1/2" .145" Roofing Nail
Southern Pine SG=0.55
3/8"
5"
910 x 1" Steel Screw'
Southern Pine SG=0.55
112"
5"
D.093" Aluninu 6063-T5 rrin.
5/16"
5"
1/16" A36 Steel
5/16"
5"
0,045' 18 Gal Steel Stud St. 33
5/16"
5"
•MIN. OF 3THRFADS BEYOND THE
METALSUBSTRATE.
�IN' MAX SHIM
:
INSTALLATION NOTES1.
O
EDGEDISTANCE
USE ANCHORS LISTED THIS
EMBEDMENT MISHEET.FOLLOW
EMBEOMEMAND EDGE DISTANCE LLNRG
C
TYP. ANCHOR TYPE, EMBEDMENT
2. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER
EMBEDMENT
AND EDGE DISTANCE PER
SHALL BE OF A SIZE TO PRONDE Na SUPPORT TO THE
SUBSTRATE, SEE TABLE 9, THIS SHEET
WMNDOWFRAME.
3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM E"ER
VERTICAL SECTION F-F
WINDOW OR MULUON NOA APPLIES TO MOLE SYSTEM.
Material
Min. FY
Min. F.
Steel Screw
92 ksi
120 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
5B ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
NO CHANGES THIS SHEET.
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EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE2,THISSHEET
INSTALLATION
TYPE M
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGM
HEIGHT=
WINDOW
BUCK
HEIGHT-
23 4'
INSTALLATION
TYPE N
SEETABLET,THISSHEET
EMBEDMENT
�SHI MAX
3
SHIMJ-1
SHRI
USED FOR ALL
SIDESOF
EDGE
ARCHITECTURAL
DISTANCE
SHAPES @ 11-7/8'
O.C. MAX.
INSTALLATION TYPE M
EMBEDMENT
SHIM
MAX
O
2%VuD00 BUCKSTRIP
INSTALLATION
TYPE N
1X WOOD SUCKSTRIP, SEE
NOTE 2. THIS SHEET
UICHOR TYPE, EMBEDMENT AND -:
IE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
INSTALLATION 11
TYPE O I yISIBL WBUCKWDTN
EXTERIOR 1/4' III" WINDOWBUCKWDTII-2Jl4-MAX. III
(� SHIM WINDOW BUCK WIDTH
v— SHIM
7 HORIZONTAL SECTION G-G
STEEL SELF -DRILLING
SMS(GS), SEETABLE TABLE 10
10. THIS SHEET
MIAMI-DADE APPROVED MULUDN (SEE
SEPERATE NOAL ALUMINUM, STEEL FRAMING
OR STEEL MD. SEE SUBSTRATE
PROPERTIES. TABLE 10,THIS SHEET
ANCHOR TYPE,
EMBEDMENT
MB
8 EMBEDMEAND EDGEDISTANCE
PER SUBSTRATETE
SEE TABLE 10, THIS BHEET,
r-1/4'MA)(SHIM
T
EMBEDMENT
EDGE
DISTANCE
CONCRETIUCMU
PER ANCHORHOR
REQUIREMENT
EXTERIOR
v
Arwhor
SOBStrate
Mn. Edge
DISMncB
MR Enbed t
Max O.C.
S xi
012or N1441OSSScrew
SOo11 mPine SG=D.
W16-
1-YS°
4.Y
Alurrt.IS, 8 TS ntln.
T8"
DDRY
4.W
,38 Steel
YB'
O.OSY•
4.9"
Steel Sort C4 Mnon.
YB'
B. 18 Go
N12 or N14 Steel Scmw(05)
Bd ,rI Pine SG=O.
W16'
1-YB'
4.7
AMninu 8063-TS Mr.
YB'
0.063'•
4.9'
A36 Steel
YB°
0.06W •
4.9'
Steel SWd Gr. 33 rlen.
YB•
BUY 18 Go '
4.9°
IW 410 SS C.�
un CMJ ASTM G90
2-1?
1-1/4'
9
Concrete (Rin. 3.351s1)
1•
1-314'
9
1/4"SteelM mn
Concrete Mn. 2.BS IrsI
1"
1-YO"
9
Concrete Mn. 2.851a1
2-1f1
1-YB"
9
Ung.qtv,J CMl ASTM C-9
1 9
WV Stets U nImn
Comreterria. 3.5 kN
1-lor
1-Y4"
9
Gro
2-1/Y 1
-34"
1 9
1%WOOD BUCKSTRIP, - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE
I X WOOD BUCKSTRIP,
2. MIS T 'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPUCABLE
INSTALIA110N NOTES:
• '.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMSEDMENTAND EDGE DISTANCE LIMITS.
B. WOOD BUCKS DEPICTED ON THIS SHEETAS -IX'. ARE BUCKS WHOSETOTALTHICKNESS IS LESS THAN 1-1R'. 1X
CONCRETE/OMU WOOD BUCKS ARE OPTIONAL IF UNIT DAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. W'OODBUCKSDEPICTED
PERANCHOR I ARE 1-1a"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY
EDGE
REQUIREMENT �7 pI TAN
EDGE OTHERSORASAPPROVEDBYAWHORIT MMNGJURiSDICTION.
3. FORATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE CFASRETO PROVIDE FULL SUPPORTTOTHE
VERTICAL SECTION H-H WINDOW FRAME.
4.I1 APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM.
Material
Mo. FVla.7
Steel Scmw
m ft
41OScmw
90w
Ebo UltraCon®
155
410 SS Mco CreisFisa
12Z4
605YT5 Ahminum
lawA36
Sbel
36 wGr.
33 Ebel SWd
33 W
JR - 03/1 W 1 B - ADJUSTED MAX
O.C. IN TABLE 1D.
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Item
PST Part#
Description
Material
1
4253C
Flanged Flame
Alum, 6063-TS
2
4285
Equal -leg Frame
Alum. 6063-75
3
4256
Integral Fin Frame
Alum. 6063-T5
4
4258
3/W & 1/4° Glass Beading
Alum. 6063-TS
5
4254
1-16"I.G. Glass Beading
Alum. 6063-T5
6a
4270
Installation Fastener Cover
Alum. 6053-T5
6b
4224
Installation Fastener Cover for Curves
Rigid PVC
7
4263
13I18-I.G. Glass Beading
Alum 6063.TS
8
4280
3116' & 1W Glass Beading for Cures
Alum. 6061T5
9
4269
G. Beading for Curies
Alum. 6063-T5
10
70589C
Gasket (at 90° comerjoims)
Polyethylene
11
TPZ47/8
lVinyl BubWeatherstrip
Flex PVC, Cum. 65+/-1
12
81308K
jFoam Beading Tape
13
Dow 791,
899, 955 or GE 7700 Backbedding
Silicone
20
71652K
Setting Block, Mono. 3/16• x 7/16• x 4•
Neoprene, Duro. 85+/_1
21
71704AK
Setting Block, I.G. 3/16" x 1J/32" x 4"
Neoprene, Duro. 85+/-1
29
7W 14FPD
#6 x 1-114' FH EMS (Cured Beading)
Stainless Steel
30
781PDX
48 x l' Quad PH EMS (Assembly)
Stainless Steel
75
Kommeding Kodispace 4SG TPS
Sea this Sheet for
Materials
76
Quanex Super Spacer nXT
T7
Quanex Dumseal Spacer
78
Cardinal XL Edge Spacer
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
HOT-0M&
SILICONE BUTYL
GTRUCTUML
POLYI50. tl4'NOM. YIB'
BUTYLENE WTM BTRU.TURPI
DESICCANT SILICONE
FOAM W TH
IXT. GLASS DESICCANT
EXT. GLASS
INT. GLASS
OKODISPACE 76SUPER SPACER'
]5 45G TPS � N,T.
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ALUMINUM DESICCANT FILL
REINFORCEMENT PoLYISOBVTYLENE
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FOR CURVED
FOR CURVES
OOURASEAL. XL EDGEn
SPACER T6 SPACER
ASSEMBLY DETAILS
FOR FIN FRAMES
ANGLEDICURVED ANGIEOICURVED
FRAMEASSEMBLY FRAMEASSEMBLY
90• CORNER 90• COMM
FRAMEASSEMBLY ) FRAMEASSEMBLY
) I
%,�
10 f�F�GE
( 10ALLCORNERS ALLCORNERST
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EXTERIOR
EG FRAME MITERED FRAME WITH INTERIOR EXTERIOR I� MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS ti I AND EXTERIOR FRAME WELDS
ME (SHOWN) OR CORNER KEYS AT (SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT ATALL CORNERS SCREWBOSSES.SEALANTATAULCORNERS
30
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