HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
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.miamidade.gov/economy
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 b Miami -Dade County Product Control Section that this product or material fails to
meet the requirements ca a building code.
This product is app d as described ein, and has been designed to comply with the Florida Building Code,
including the Hi V locity Hurricane Z e.
I)ESCRIPTIO : Series "SGD-670" Yuminum Sliding Glass Doors w/ 900 & 135' corners -NI
APPROVAL DOCUMENT: Dra g No. PGT0128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1
through 22 of 22, pr red b c r dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn
Miller, P.E., bearing the Mi ade Coun oduct Control Revision stamp with the Notice of Acceptance number
and expiration date by theAA Coun Product Control Section.
MISSILE IMPACT7G- None: Appr ved Hurricane Protection devices, complying w/ FBC, as applicable
are requireLimitations:
1. Max eight (8) paneration is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6 1 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
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
k - 7,0
NOA No. 17-0420.09
Expiration Date: April 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 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 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 914-0123.11)
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 ASTMS-1300-02, -04 & -09. 1 1. C[ ,
haq I. Chanda, P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April 07, 2020
Approval Date: October 12, 2017
E-1
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)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (51h 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/-13approved -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
I. 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 (611 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`h edition) & FBC 2017(6`h 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
Approval Date: October 12, 2017
E-2
SERIES 670, NON IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90e/135G 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 E130D
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-113 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 FRIG REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA•S, ANSIfAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (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, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035,
FTL-7554 AND AT[ 72135.01-1401-18
Glassu
Type
Demilption(LISted from ExBrlor b Ntlenor)
0/A
1f4'TEMPERED GLA35
ffi10' TEMPERED LASS a SAP AIRSPACE +518' TEMPERED GLASS
GA
I 1'LG.,TIC TEMPERED GLASS 41/IAIRSPACE I IN' TEMPERED OWS
DESIGN PRE85URE RATING
IMPACT RATING
SEE TABLES 1, 2 a 3 ON
SHEETS 6.788
NOT RATED FOR MISSILE
IMPACT RESISTANCE
CODES I STANDARDS USED:
e2017 FLORIDA BUILDING CODE (RED), 6TH EDITION
e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
eASTM Et30DO9
e ANSBAFBPAND&2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL. ADMQ015
.AISI S100.12
•AISC360-10
GENERAL NOTES.............1
EXAMPLE CONFIGS.......... 2.3
GLAZING DETAILS ............ 4,5
ANCHORAGE .......... ........... 6-14
DESIGN PRESSURES....... e-8
INSTALL DETAILS..............12-14
ELEVATIONS......... ......... ... 16,16
PANEL / SILL TYPES......... 17
CROSS SECTIONS ............ 18,19
PARTS LIST ....................... 20
EXTRUSIONS .................... 21,22
GERi.OFAUFN R07B9
I X6LC
Mellor
GmeP
N:
Almpur TYPeiMembar
Fmme
subdreh
Min. F4Be
DI¢tenFo
NIn O.G
OiMann
Mln.
pnbetlmento,
Motel 1plcMeea
A
9121841 SMS,
(F,-W kd, F� 95 kid)
012410 SS SAS.
(Fr^ W k11, F,= 110 Kai)
All
SoMthem FITE(go -0.IS)
SHE' I
Mw
idly
So61T5 ANm1H..
SC
9110-
0.09V
'AM Steel
318•
B1IV
0.050'
Gr. Si Steel SEE
SB•
I WIS.
DNT(16 Go)
IIP Elm A09M-Get0a
FPS? kill. F� BB kill
All
Concmte m1n. 232 k¢I
1-VT
I T
law
Jamb I P-hook
Filled Stock TM C80
2'
3'
Y
P-0ook
I010w BDCN A31M CB0
2'
All
8.. em Pine 0=0.55
1'
1'
law
e
%125i0eISMS (Gr. S)
(min. o131pmIS (G". )
motel eup¢tmte)
Al
s mPlne(3 =0.55)
We'
il0"
law
W0 T5AMMIWPn
S5
Wib•
D090'
A36 Steel
3I0'
W16'
DOW
Gr. 333teel StW
Va'
1W1B'
0.04518 Ge
C
MV BE. UIKAConM
F,.=155 M4 F=177 "I
All
C..W(Mlh 2.a5kal)
1'
4'
1d'S'
JBmb/ Pdook
Hollow Block (ASTM C90)
1'
e'
1-11Y
_
1//'EIco UIlmCol101
Fr=155 kd, Fo Tr kei
All
Cancmte min. 205 kc
1111
4•
law
JemO / P4wok
Fmetl Bbck 7M CDO
24/Y
4'
194'
Jamb I P-Mok
Hallow Block ASTM C90
2-112"
5
1-I/P
p
1l4'4fO3 a Elm CoeteFkN®
Fre117.4 ktl, F,Y 190.T kei
Mead/SIII
Concrete min. 3.35 ke1
1'
T
18M'
pl P4wak
Concrete m109.35 ka1
1'
8'
1S4'
Jamb l Pdwk
Helloes Bbck TM Cl
24I7
6'
1-1/Y
All
SAMhem Plee SG•0PE
1'_
1'
law
1) MERE-sDrTr,,ffREeMU7IONS REQUIRE ANCHORAGE FROM MORE THAN Lot ve I nc ANCHOR GROUP.ww=.
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPRI
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU = 45 KBI, MIN FY-33 KSI.
4) RULED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS,
BIANCHI MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DARE COUNTY. USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE AON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET
3) WOOD BUCKS DEPICTED AS 1X'.ARE LESS THAN 1-10 THICK.
MLOeOtr R¢YISE9
nc Ba,rdk
eneI
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
Nwee 4
Code
CONCRETE. BUCKS
INSTALLED DIRECTLY TOSOLID CORGRE
n NuLTFO920.OS
DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2%BUCKS
lo'
7ag Rw. amn va T. acao
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
EMI
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
1�7W P,WwccmRd
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT BF
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
11k111111r1r1r
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
OTHERS) MUST FULLY
Asap•."may �/
MAX, 1/4' THICK & 3400 PSI MIN., (DONE BY
J '`
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
N0. 58709
*:
SUBSTRATE IS WOOD, 30AFELT PAPER MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOF SUBSTRATE, OR AS APPROVED
AN
_
T
_ P.
99RR
BY THE AUTHORITY HAVING JURISDICTION.
I�
'•.
ftENENOTES AND MAP
Q
��'4;�5/ONAL1ti
0ALUM. SGD-NON-IMPACT
-.
eM
A. LYNN MILLER P.E
®
sooaro
NTS
1 a 22 PGT0128
C
P E.n58705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH —yam---{
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT t
HEIGHT /
PER TABLES 1-3
PO T
CONFIGURATIONS ""
I� MAX. UNIT WIDTH
/
I ALL CONFIGURATIONS SHOWNARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAR UNIT WIDTH
LOCATIONS USING DETAIL "Jw' 'Jo-, 'Kw-OR"Kc' INSTALLATION.
EXAMPLE: 4-PANEL XXKX IN POCKET (p) CONFIGURATION CAN BE
(p, PXXXX OR XX. OXXX IN POCKET CONFIGURATION
pXXXXXp
M. PANEL WIDTH
A
CAN BE OXXXp.
PER TABLES 1-3
i
2)90°8135" CORNER CONFIGURATIONS CAN BE A COMBINATION
17
I a
OF ANY 2 STRAIGHT CONFIGURATIONS.
t
FOR SEE TABLES 13.
MAX. UNR
1 t
3) NOM. PANEL WIDTH,
"X'=OPERABLE
PERTEAB ES1-3
/ / I L=
PANEL,
"O'=
In-
INOPERABLE PANEL,
"p"=POCKET
roCKET y
DETAIL LETTER
T
'w' = WOOD OR METAL INSTALLATION
2-PANEL
�W b"=CONCRETE INSTALLATION
CONFIGURATIONS
\
1
L—SHEET NUMBER
H 7'
M.
NOM.PERATA13ES to v �' "'j' I NEL WIDTH NO PE
I I + 'wIIt`i MA}
MAX.UNIT tI
t t I?l" HE
HEIGHT
PER TABLES I3 Ix�- TABI
3-PANEL CONFIGURATIONS
•
_ �tliF7iClil7�1iK7
+i m in m m
iC1{@7 m Ql R7 {V
5-PANEL CONFIGURATIONS
_r
_
hi!9/Su•T!lliieT..L•ta
fY)�87it)iFlitJiXl
fE�Q.7
ill
m
m
DLO WIDTH=NOM. PANEL WIDT -
DLO HEIGHT- DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT= DOOR UNIT HEIGHT-1.866"
Jc �
K ;gog
Iga„
PoCKEI j B
I
4-PANEL CONFIGURATIONS r J I
1
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
� p MAX. UNIT
t logyo_ HEIGHT
PER
to
t
6
8 /
SaIE TABLES I3
POCKET j
PyTEgV-jpq
'
GENT. CFa1lTN. fA7B9
s m I A7S 1 2 a 22 I PG7'0128
`.,"NY LYNN ,K
N0.58705 .�
0 ZZ
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX. TESTED UNIT WIDTH =
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
BOTH JAMB
385-7/16' @ HEIGHT
300-1l4" @ 12V20" HEIGHT
POCKET CONFIGURATIONS AT EITHER OR
LOCATIONS USING DETAIL "Kc" INSTALLATION.
KE
I
(p) ONOR
XXXX IN POCKET CONFIGURATION CAN BE
EXAMPLE: IN
NOM. PANEL WIDTH
a
XXXXp. OXXX IN POCKET CONFIGURATION
R O
PER TABLES I-3
-ter---
1
CAAN BE OXXXpOR
1 B
18
1
CAN BE ACOMBINA710N
t
t 14
2 S7RORNERCOFIGURATIONS.
OF ANV2STRAIGHT CONFIGURATIONS.
OF ANY
1
MAX. UNIT
HEIGHT, 1
/
/
iB&o
- i��=
I�g
3)POR NOM. PANEL WIDTH, SEE TABLES I-3.
86"OR 120^
i8
pocKEr
"X'=OPERABLE PANEL,
PANEL.
JINOPERABLE
- r --
V ="pPOCKET
6-PANEL CONFIGURATIONS
t
f—DETAILLETTER
= WOOD OR METAL INSTALLATION
MAX. UNIT WIDTH
® "c'=CONCRETE INSTALLATION
4—SHEET NUMBER
NOM. PANEL WIDTH
3 t 1
PER TABLES 1-3
-sir---
e
DLO WIDTH= NOM.PAN WIDTH- T"
18 1
18
1w
ITHEIGHT-10.125'
DLO HEIGHT =DOORUNIT
1
PANEL HEIGHT =DOOR UNIT HEIGHT -1.866"
MAX. UNIT
HEIGHT
NOM.
PE
fmF�'7
I
PANEL WIDT �iR7iC)®fit>�F7
RTABLES 1 I�
iV Q'7 ikJ m Q'7 m m RIm
MAX. UNI
IGHT ��87 m Ql 107 iFl Ql {k+l VJ
ABLES 1-3
CONFIGURATIONS
�iEl�lik7ft)iFl
HE
PERT
MRT.. �
mcl
Sc o I NTS 1 3+ 22 1 PGTO128
* t Nyya. ttSa]��OS
P.E§SBTOS
GLAZING DETAILS (G1 & G1A)
3/16" T GLASS
_
74
E%IERIOR 82
a
314" NOM.
GLASS
BITE
]5
EXTERIOR
54
3/16" TEMPERED GLASS TYPE G1
-
74
IRODUCrRENW®
.
...W W11i1"f MAf4 R
.
A"m�WUMc N. n_4yz�.6j
3 .
4 ICG�.`4.h�T"T
GLASS
GLASS
A44 No4lrcl Ca.M
BITE
C1/4"TEMPERED
54
TYPE GIA
-
.`�1�'�'ucIas'•Mi��
No. 55705 .P
0,�
GLAZING NOTES:
ION }ECNNOLf)DY
rv.vm'IIn—s
61OYtl6
GLAZMG DETAILS
i��s•.'iORIDP.:'G��`�
"T'=TEMPERED
fe4g
SERIES670ALUM.SGD-NON-IMPACTb
G NO LNANGE57RIS SHEEL
m
mNw
NTS 4 • 22 MT0128
M A. LYNN MILLER, PE,
C P.EN Saias.
o,,,,�, n. a.a.e .fain
JR O21dY14
sGuero
GLAZING DETAILS (G2 & G2A)
1" NOM.
3h6' T GLASS
SWAIRSPACE
W16' T GLASS
EXTERIOR
93
114' T GI
1MAIF
lw
EMRIOR
a
314" NOM.
GLASS
BITE
1" I.G. GLASS, TYPE G2
It 1"NOM. +I
3/4' NOM.
GLASS
BITE
1" I.G. GLASS, TYPE G2A
STRUCTURAL
DLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS,
U,� �INT. GLASS
@ KODISPACE
4SG TPS
,�x
DURASEALm
(BSPACER
HOT -MELT BUM
STRUCTURAL
SILICONE 9/I8"NOM.
FOAM
WITH
DESICCANT
FM. GLASS
M GLASS
SUPER
Iz. SPACER®N)Cr
POLVIS0. DESICGNTFILLAREA
BUTYLENE Slls'NOM.
SEAL
SILICONE SEAL
ROLL -FORMED
STAINLESS STEEL
U,/ LINT.GLASS
N
1z7XL EDGET" a
SPACER AI
F.
Pang
Desripdan
Materiel
124
K=rneding 4SG TPS Spacer System
125
Ouanex Super Spacer nXT With Hot Melt BuM
Bee this
Sheetfor
126
Ouanez Dureseel
Maledals
127
Cardinal XL Edge Spacer
REFERENCE TEST REPORTS: FTLAT17, 996a a 8970
❑Il101y
Y'ENNN�If?
No, 687pS .�
GLAZING NOTES:
'T=TEMPERED
'"r"7E�"rAW7NY"e
x wm-.e ,Ml
IwOuaTmo
L'srr.OFAIfrxRi3a
GLAZING DETAILS
i tCs -- ORIOP,. G�``��
-'77S/ N
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IrIIl111
A. LYNN MILLER P.E.
P.EROe705
SERIES 670 ALUM. SGD-NON-IMPACT
..
JA
OWST7
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NO CILWGESTxIS SMEET.
BGPalO
NMI
."e erex.
5 • 22 PQT0128
Ir
C
a J
D�
N�6H<
V Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheets 2&3)
Fur comae el an tlpl (x1 W Dr IW Conn ads. a. 11100111
Teals apples io el Glaszlypes eM
Ducar than
HegN
G
BB
no stwAslm9el types shoenbelmy.
PosRam (+) rF may W limited by
Table 10.
69- IB'
m'
/w
BS-TSB•
Group
a GmuD
Anchor Group
mou
Almtnx Omup
A B 0
A B C D
A B C D
A B C D
Oea'nPiazawe
2
+90.0/-12L1
+80.0/-fA
+Bop/410.8
+9p.0/-f028
1T-
Heenan
G•
C4+1 G•r
G+1
G+1
G•1
U+1 0"
U+1
G+1 G•1
G•
14,
DLO
.mnn
0 a B 8
8
6
10
11
8
B B
10
8 8
B
P-h
6N 8+7 BN 8-7
1+0
1 7+8
7 e
T•8
AB T•B
Also lma.
+BD.O/-f089
/-1002
+90.0/-022
+eS3/a1.3
2'
H de311
GN G•1 U+1 GN
GI+1+ +1 C4.1
C1.1
U•1 U•1
G+1 CI.1
U+1
G+1 CNt
G+1
�,'
b
10
e
e 0
a
8
8
t0
B
8
e
10
B B
8
P-h
8+1
6-7
8+7 8+
7+8 T+B
7+8
•8
7+8
7+8
7+6
A6
7+8
]+a 7-8
7+0
Oes nP
+90.
+U.3/aT3
+800/410
+T3.8/-n.8
29'
HmNSW
H C/+1
GH
G+I
GN C4+1 GH
G+1
G+1
U+1
GN
ca-1
GN UN
GN
�.,
0.0
Jkmb
10 8 B
8
10
8 8 B
10
8
8
0
10
B 8
8
PJmk
6•T BH 8+]
6+]
NB
NB T+8 ]+8
AB
T•8
T•B
h0
7•8
7-8 AB
7-8
pamaem
•817/413.7
NBI/-08.1
+b.B/Jt.6
+658/-65d
ed/sal
G+2
G@ G+2
G+2
G•2 U+2
G•2 G+2
G•2
G•2
U+1
G•1
G+1
G+1
GN
G+1
nb
10
B e
B
fo 6
8 B
10
0
8
8
10
a
0
8
hank
6+7
sH 6+7
0•1
Ae T+B
AB 7-8
i•B
AB
]+B
7•B
7+8
7-8
7.8
7+8
P. ,
+n1/-rz1
•120/-M
+us.5/dye
.Wo/an
ed5111
fb+2
U+2
G•2
U•2
CA+2
G+2
U•2
G+2
G+2
G+2
G+2
C1+mb
10
8
B
a
10088100ook
041'w.�111
6•T
8N
0+
eH
T+8
A8
AB
AB
)*8
+B
AB
]+0
]+B
P..
+n5/-72b
+6b1/af.4
•61.0/61
+54.71
am811
G+2
G+2 G+2
U+2
G+2
G+2
G✓2
OI+2
G+2
G+2
G+2
U•2
f 2
Gl+
C,1+2
G+2mb
10
0 0
B
f0
0
8
e
10
B
B
8
10
8
8
0
mok
6•1
6+T 6+T
B+l
]•6
AB
T+e
AB
AB
AB
T+B
)+8
AB
AB
T+B
]+8
Passme
+®.f/a9.1
+640/a1
+5L6/a7c
+503/a0.6ad.$11
U+3
G+3 C4+
fA*2
U+2
CI+2
C -2
C1+2
G+2
G+2
01.2
G+2
G•2
U+2
G•2
G+2
DUO
.sob
he
a a
a
10.
8
8
8
f0
0
8
f0
8
8
0
P-hank
6+]
8+] B•T
fiN
A0
A.
•II
T+0
]+B
)+B
F.
A0
AB
]+0
T•8
T•8
AB
SIII Height to Max. (4) DP
(Water Insmalion Rating)
SIII Riser Height
I-) Design
(Flat or Box, see
Possum; psf
,beet 17)
Flush -l-1/2'
see note
- 2-1/2
- 1/4'
a BOLO
High-4'
D
OH LENGTH h
OH LENGTH 2 ,
O RATIO = OH HEIGHT i 0 OH RATIO 2 1
3) O
SEE NOI is 1-3 SEE NOTE 3
NOTES:
1) POSITIVE PRESSURES INTAKE 1 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
3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE
WATER OF IS 20.0 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 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER Rrsil. rANCE 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
FOR EXAMPLE ON U51NU TAdUl 5tt Srtte I I. REQUIRED.
DLO WIDTH = NOW PANEL WIDTH -T 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
OLD HEIGHT =DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866-
�.._ _.......... .. ..... .-...tiro+n v, +vnvn nun, i oe ucen mn Tnn1 F + eFF cuFFrc o+ a vo mC oeoT nlnnFUSI(1n15 AUn SHEETS 1A A 1Q FOR ASRFa,1RI V OFTAII fl.
Interlock
P-hook
Lockuile@Jamb
Straight Astragal
Assembly
3ockstile@
Staight Astragal
9Assembly
Assembly
90'A0e@
90'AsuagalAy135'Asuagal
so-
LOcknivag
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-dury5the
Heavy-dury5tile
HeavydulyStile
��+JT�--�J
StandardAsuagal
^'j�-dl��-'J
eL1}
Outside Corner, I,
.�Inside]�
Outside
Cornermer�(--'`�
Garner
r�WVSUIe
e
h sd[brrl¢r'I I
Part p60 (x2)
Part e60
Parta6D
Part n6o (Brit¢)
Part p67 (Astragal)
partn60
Par[p18((Comer
Receiver)
PartB319(Out.)2
Part 9320 (In.)
(Urn. & Fxd Mount)
Part e61
rfxr. aFAuinrAwe
6 - 22 1 PGTO128
,," )jjY LYNIV '
Z
P;
IH ;' No. 58105
o:Lz '*
'rs,/ONAL ENG...
,(.1tvioun 1E)y PE
P.110 U705
NRLC [:
Design Pnvvun (DP) and vil., e0n11purap0nv on 8#eeb 2 & ])
Roon
usevxd
1.11..ov
w.(W
Flri9mV wtleael9rlcbleBe w BB' n I2S wmrt W; em Ina! tt
For Is.
Gmbat#e
sIt
Tebw Mlist to enOWe rypev Io
Be'
COT
I9
1bY
Ile GO.Mta3'd 1YPoaabOn
1
r
-BOLO
Ar
9- /0'
0} 2'
-10.0
. l
,
IONIB' OlA
1 O
MIcw PntlM P)OP ma,be
w = mDv
Alener m
Anc M
oiwP
eP
ow muP
um9e5Br r.Ne2A.
A 9 c
O
A e c o
A 6 c o
A 9 c O
A e c O
R 9 c O
B c 0
N B c O
WS PRSBM
♦ -/0.
+ -199.0
+➢ae/-1x]0
+80.0 •11 0
•NO .108.0
+90.0 d➢.
+ i9.
+B00 -00.0
1i'
HBBdBH
CNI GN G+1
UM
GN GN G•1 CM1
CMI GM GH GH
G+1
0 GH GH
GM
G+I G+1 GN
G+t
GN GN
UH
G•t GH ON1
GH
CMt
GH CNt
GN
21•
ID a a
e
+o e B e
+o e e a
t0
a e 0
m
+0 +0 fD
tD
t0 to
m
10 +0 +0
1D
+0
t0 m
ID
Jimn
P-Iwx
me
].a rw ].0
r.9
r•e >.e T.e r•a
r.e 7.8 7.0 r.a
].e
].B )•A r.e
e.B
e.9 B.o a.9
da
e.9 e.0
e.B
e•to am wto
8•m
eaa
B++o al0
ato
wxn Prya+ue
.aao/-1n.9
+va0n1]lB
.BnO/-13x.9
•Po.0/-Qle
.A0o/.ros9
K0.o/AB.f
0XV.031
•B).e/aze
23•
SYVN9W
CS•x
CB•x CS♦t
GN
CSN CS•1 G•t e5.+
G+I R•+ cx+l C5.1
CNt CSN
GHl a•t
W+
CB•1
CN1 CN+
net
CM1 G•1 OSry
CS•+
G+1 G+1
G•1
C5.1 G•1 CS♦1
G+1
J0,
[tO
6 e
13
+0
f0 fo
+z
m l0 +0
n
m l0
m
+x m tD
f0
dame
PJcaa
13
BW
m e
B+8 8.0
e
&B
tx 10 e L
0+9 B+0 e19 &B
11 10 e a
..a B+B B+B B+p
tl to
&B O.B
B+0 b8
e.B
0+8
O.B B.B
B.B
0+0 B.B B•B
BNO
8.10 8+10
BHO
B•t0 &10 8+10
8+10
Gage FleaaM
+9aO/-/21➢
+Po.O/-11BA
♦93.0/-0OO.i
+90.0/WB.O
•0.0/41d
+BSB/-0BJ
+W.O/810
qNJ/d6]
3Y
HemeNG.x
C5.2 G+3
CS•R
C5.2 G+1
U•1
+2
CN1 CN3
C5+1 G+1
6+1
C5+1 Cer1
G.1
C5+1
GH1 f3.1 CNl
L5+.1
C0+1 C5.1
C5+1
CSN
G+1 C5+1 G+1
,�,
ow
11
to B
e
13
10 0
B
13 10
Ymt
PJb-k
0
B+B
B
&B
IS ID
&B 0.9
0 0
0•B Bn
13
a+B
+D 10
0+9 8+0
10
5+9
II
B•9
10 10 10
I e+B 1 8+9B+e
13
8+10
f0 10
a+10 d10
f0
9+0
tl
9•10
so 10 10
W10 9H0 9•fo
0•B
6+0 e+0
B.8
...
B.. B.B
B+B
6.9 B•B
Deffm Aessue
♦➢0.0/-111.0
+910/-1d.5
+80.0/-0SI
•e).8I-0).e
.ef.J/-0f.9
.111/di1
1NAB/-10.0
•ass/ s
]B'
Ibeea0
U.3
CSN CB+]
CB+x
C5+3 C6.3
CW2
G.2
C5.3
G.2
GH1
CSN
U.2
G.2
CH2
G.3
G+2 C5+3 G+3 C5+2
G•x
CSN CSN CS•x
C5.2
C5.3 Q.1
G♦+
GMt
C5.1 CO++ CSN
fY
OL0
JeM
+3
f0 B
B
Iz 10
5
a
12
f0
0
5
13
10
e
0
13 10 10 10
12
f0 10 10
1z
1D +0
10
13
+0 10 10
PMN
8+9
8.9 0.9
8.0
0.9 1 9.9
1 5+9
1 .,a
8.9
0+9
&B
8+9
0.0
be
B+0
8+8
WB WB B•0 6•D
0+9
a•9 e+a e+9
W+0
WIO W10
8++0
W10
Wl0 Wt0 9N0
GBIPIRwaue
•00.0/-1029
+MO/d o
•0).9/!].J
+80.0/.0
+Taff-7s0
b0.e/tBe
.d.0/-040
+aa0/810
It'
WBdSYI
CS•2 C5+3 CYx
CB•3
CS♦3
CS•3 GN CS•3
C5+2
G+2
CS•3 U+1
C5+1 G+3
G+2 G5.2
C0+3
G♦3 C5.3 CM2
C.HS
C5+3 LL+3 C5.2
CS+3 cW3 cs+R CWz
9a.3 n.x CS.x
CSN
a0,
ao
/.mA
+z fD 6
e
v
+0 a a
+x
10
e 0
n m
e e
u
la f0 t0
u
m m m
n 10 to t0
v 10 10
10
P-took
1.0 1.B 0+9
WB
ND
B.a a+9 b0
a+9
9•
8+9 B.B
B+B B.9
Br9 a.9
..B
..B B.9 9
0.B
a B•9 e+p
W10 9.19 9.1D B•10
B+19 9+ 0 0+10
9.10
Ou P .
+a /.10
+r1.3/-1L9
bBd/-00.B
.03.0/•G.0
IT
Hn.WeYl
U+3
U+3 G+3
LN3
CN2
GR CNI
G+1
CN3
GN
U•2
GN
C 2
G+x
GN
CM2
51'
CLD
JvmD
10
0 B
B
10
8 0
B
10
0
B
8
10
a
B
B
NpteYdlb6le in these NlAe
i+e
r+B r•e
7+8
7.e
7+e
r.B7.0
7•e
P..
+78.2/-712
Ns9/av
KCa/fino
.WO/-610
63'
WaYiN
G+3 CN] G.9
eN]
CW3
G+3 CM] GN
G 2
U•3
G+z
LWI
CNx
GH1
GN Ge]
OLO
hmb
10 8 B
o
t0
5 8 B
10
B
0
8
10
8
B 0
P IVM
7.8 7+0 ]+0
7+B
r•B
]•e 7+e ]•8
i+0
r•a
7+B
].B
7.0
7•0
T+B 7.8
`EXAMPLE ON SHEET 9
-- -
Smaight Astragal
Locksule@
_.__.... _..._
90'Astragal
Lockstlle@
135'Astraga1
Interlock
P-hook
Larksule@lamb
Assembly
SVaight Astragal
Assembly
90'Astragal
Assembly I
5,Asle@
]35'As[regal
Heavy-duty Stiles
Heavy-dutyStile
Heavy-duty5tlle
Heavyduty5tile
Heald duty Shia
Heavy-duty5tile
Heavy-dutyStile
Heavy-duty5tile
Heavy-dutySule
Standard Asaagal
Outside Corlrer++
Outside
Inside
Corner
' I
Comer
11
Comer
Outside
Inside Comer
Corner
pan #61(x2)
Pan 961
Part#61
Part#61(Stlle)
partp67 (A54aga0
pan 061
pan 461(Stlle)
Part#11g(COmer
pan #119(Out.)
Part #120(In,)
P.dt61(Shce)
Parts #31 
Part#61
Reealver)
(Com.&Fxd Mount)
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4- SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.87 PSF MAX. WHEN USING THE 3-1/4- SILL, POSITIVE WATER OP IS 60.0 PSF MAX.
WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
OH LENGTH -
3) 4e, 3-1/4e AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12- SILL IS NOT AND MUST ONLY BE USED i
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS L2
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR S
OoI OH RATIO 21
WATER INFILTRATION. M
4) SEE SHEETS 10.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
OH LENGTH
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO =
OH HEIGHT
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
SEE NOTE
tom ]mSwxwrm °e'er
K L'EWLEIi N376 DPANDANCHORAGE
I.). rose
SERIES 670 ALUM. SGD-NON-IMPACT
JR ows+7 c nEv�sEo rxele2.�
p•.D9N
R"�4
R�aF bs Sco67d WSJ 7 •22
PGT0128
JR ozrza,/d u.,q,,,nea,.m
TARI F IA
Sill Height to Mau. (+) DP
(Water InNtrnOon Rating)
Bull Rber Height
(+)Design
(Flat or Box,) see
pressure, psT
Sleet l7
Flush -l-lrr
sea note
LOW -2-11r
+46.67
Medium -3.1/4e
+60.0
High-4'
+00.0
t-Y��.1.Lk-iGll
DLO WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT =
DOOR UNIT HEIGHT- 10.125'
PANEL HEIGHT=
DOOR UNIT HEIGHT - 1.866.
FWDOuc r SfYB
xs.piywgk Bereorl4N
baaRna ease o
Arwdavw He�_aV7o. °�
fsP{le+{Be Oere r.fn l'r�]O
Mt.1 PrWwICeEYm^
* : No. M705 *
A. LYNN MILLER PE.
PEA68705
^V Design Pressure (DP) and Anchor quantities Required, (for all approved conflguratione on Sheets 2 & 3)
For camresbepm anUomBe on BR or I comer unit, see.heel ll
OBar Unit HeiBki
Tattle applla, to aGass types am
her hsum/Astragal types sh"'m
below. Posltiva (+) DP may be
limited by Table 3A.
ed'
W°
Ba
lir —DLO
W- /B'
3 Ili' OLD
T&il9' OLO
6-7/0 DLO
Anchortype
cor Type
Anchor Type
nchor pa
A B C D
aZ 6 C D
A B C D
A B C D
Design Pre.svro
+
-
+C9N
+ .
1T
Haid/SW
C4N C4N C4+1 Gat
CAa1 G+1 C9+1 G+1
C4+1 C4N CAN
04+1 C4+1 CaN C{+1
�,
DLO
Jamb
10
8 8
8
10
B 6 e
1D
e B 8
10
B
8
8
P4mok
NB
]+e 7+B
]+0
7+8
78 7+B 7+8
7+8 1
7+8 7+0 1 7+e
7.5
7.8
7+8
7+8
Desgn Pressure
+90.0/459.8
+90.0/-IW..3
+900/-136.2
+80.0/428
ET
Head/Slll
n C6+2
C5+2
Cs+2 C6+2 CS+2 C5+2
C6+2 C8+2 C5+1 CS+1
C6+1 CBN CS+f C5+1
30'
DLO
Jamb
2 B
8
14
12 8
0
14
12
B
8
14
12 0 B
P-0opk
0 B+ID
9+10
9N0
8+10 9+10
8+10
8+10
eN0
BN0
9+10
9+10
9+10 9+10 9+ID
Draw P.....0/-139.4
+80.01-1309
+90.0/-120
+9oo/-If06
1.MaeNSlll
a2 Cs+2 C5+2
Cfi+2 C8+2 LS+2 C5+2
Ce+2 CBf2 C5+2 CS+2
C6+2 C6+2 C5a2 C6+2
38'
DLO
Jemb
2 B e
III
14
12 e B
14
12 8 B
14
12
B
B
P-0ook
ID 6+10 8+10
9+10
9+10 9+10 9+10
0+10
W10 8+10 8+10
8+10
8+10
aaD
eN0
msJgn Pressue0/-f2S5
+900/-f176
+90.0/-fOT3
+80.0/AflT
35'
Ha.Elsm
+2 C5+2 CS+2
LB+2 C8+2 C5+2 C5+2
CR+2 C6+2 CS+2 C6+2
C6+2 C8+3 CS+2 C5+2
42
Jamb2
8 814
12
8
B
R 12 B
BP4pok10
8+10 BNOB+iD
9+10
9+1D9+108+108+10
9+ta
ssum00/-115.7
+90.0/408
+90.0/-962
+90.0/-90
41'll
C8+3 C6+3 C5+3 C6+3
C6+3 C6+3 C6+2 C5+2
C0+2 C6+2 C5+2 C5+2
C8+2 C8+2 C5+2 C5+2
48"
DLOb
14
12
e
8
14
12
l
8
1/
12
11
1
H
12
8
8
k
9+10
8+10
B+10
9+10
8+10
9+10
BND
BNO
9+10
W10
gNB
8+10
BNO
BNO
8+10
8+10
...
+83/-63
+TL2/-77.2
+69.E/-09.B
+Uff/i28
CA+3 Ct+3 Ct+2 C4+2
G+2 C4+2 G+2 G+2
G+2 CO+2 C9+2 C4+2
CN2 G+2 G+b
E'T-b
10
B 0
B
10
8
e
B
10
B
8
e
10
e e
0
E47Slll
ek
7+8
7-8 7+8
7+8
7+B
T+B
7+0
7+B
7+8
..
7+8
7+8
]+8
7+B 1.8
7+B
.
+ `W-79.2
+73.3/-703
.66/-6a+59/581
CA+3 U+3 C4+3 CA+3
C4+3
C4+3 C4+3
C4+3
G+2
G+2
C4+2
01+2C4a2
U+2
C4+3
b
t0 8 0 8
10
6 B
B
10
B
e
0
10
e
8
B
ok
1+8 718 7+8 7a8
7+8
7+6 7+0
81
7+8
1 7+81
NB
1 745
1 7+8
1 T+B
1 7+6
1 7+8
FOR EXAMPLE ON USING TABU,, Btt SHtt l I.
DLO WIDTH = NOM. PANEL WIDTH-7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
Sill Height to Max. (+) DP
(Water lnfiltrallowlialing)
SIB Riser Height
(+) Design
(Flat or Box, Bee
Pressure. Psi
Sheet 17
Flush-1-1/2'
see rate
Lan-2-1/2'
+4&67
Medium -3.1/4'
-wLo
High-4
+90.0
SEE NOTES 13
OH LENGTH
OH RATIO 21
OH RATIO= OH LENGTH
OH HEIGHT
NOTES:
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 DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED).
SEE TABLE 3A.
3) 4", 3-1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1-1/2" 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. i
6) DOOR S1— — COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Ra11 C
in= rw&_au i+ eaaa J
Intedpck
l I i— o n I•anrna•••....
P-hook
a.•".��..�.............
Lockstile@Jamb
... •
Straight Astragal
Assembly
Lockstile@
Straight Astragal
..______...._.._.
so -Astragal
Assembly
_.._..
lackdlle@
90'Astragal
135'Asaagal
Assembly
Locks0le@
135'Aseagal
Heavy-duty Stiles
Heavy-duty Is
HeaWduty Stile
Heavy-duty So Is
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Asxagal
Outside
Outside
Imitle
Comer
��.(i`
'I
C ids. �
Inside ��
Corner
Outslde
Insideide Cor 11
I
Comer
Pon NI (.2)
Part#61
Pan 961
Part pfil(Stile)
Part#60(&rtragal)
Part N1
pan #61
art 118((Cnmer
Part#119 (DDL)
Part #120 (In4
parts#31( 
Part#61
Receiver)
(Com.&Fxd Mount)
CENT. OFAa1H/29290
sooaTD �� NTS�8 • 22 PM1288 +?2 PM128
Iw0otrcrBLvtem
es <a.rph+aa aHro rw trod4
ea•Jba Ceaa
Amtneene W 17roy7n.0�
a.P.,nw
* N0.58705
P.E.
NOFRAME "8+9"P-HOOK ANCHORAGE CONSISTS OF:
SEE
JAMB (8)P-HOOK ANCHORS,
SPLICE
'. REQUIRED@ (PERPENDICULAR TO GLASS
- EXTERIOR
NOTE,
PLANE) SEE TABLE 2, SHEET
THIS
POCKETS AND
SHEET
SEE POCKET (9J P-HOOK
JAMB MOUNTING II.
e,
INSTALLATION. ADAPTER
•�'," THIS SHEET AN MIDWAY
8 SHEET 14 BETWEEN P-HOOK
- ANCHORS 8 AT 3"
FROM TOPS 1]4�I,�',
BOTTOM MAX. D.C. l
4.051"
- ' MAX. TO OPENING �'
EDGE OF POCKET SEE I�®
INSTALLATION o e
DETAIc 8'K,
14 &
END PANEL SHEET 14 8 PART i 3
ANCHORAGE DETAILS 'J'810, I�
24" MAX.
(2 ANCHORS) SHEET 19 FOR j $
O.C.
P-HOOK-___ 6"MAX.
ANCHORS
END ANCHORAGE
ANCHORAGE
ANCHORAGE
(SEE SKETCH BELOW)
CENTERLINE 8' MAX, TYP.
OF PANEL 1
SEE "CS" CLUSTER MAX. UNIT WIDTH — SEE "C6" CLUSTER
DETAILS, SHEET IO FOR REQUIRES"CB" SHEETIOFORINT
INTERLOCK CLUSTER,SEE
42" NOM.H I ---DETAILS, SHEET 11 /
\� PANELWIDTH
1
W MAX.
=FRAME
ANCHORS
TV MAX O.C.
0 o-P-HOOK
0 ANCHORS
a1
M D=P-HOOK
A MOUNTING
3'MAX. ADAPTER
ANCHORS
ANCHORAGE
24"MAX. (EXAMPLE: S-PANEL 2TRACK 9W OUTSIDE CORNER -CXX/RX
O.C. 42" x 90" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUE
ANCHORAGE EXAMPLE NOTES:
1 1)APPROVED ANCHORS: SEE TABLE A, SHEET 1
I 2) ANCHOR LOCATION SPACING FOR ANCHOR
• I CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
O I INTERLOCK HEAD 8 SILL: 8• MAX. FROM FRAME CORNERS. USE
NOM. SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
PANEL SEE"CS'CLUSTER
WIDTH DETAILS, SHEET 10 SHEETS " AT EACH INTERLOCK AND AND CORNER ASTRAGAL LOCATION, PLUS
AIGHT
FOR INTERLOCK SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
•+TANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"
O.C. MAXIMUM.
ANCHORS AT THE MIDPOINT OF END PANELS ME ONLY
REQUIRED IF THE O.C. DISTANCE TO THE NEXTANCHOR
CLUSTER IS DYER 24'. OTHERWEEANCHORSARENDi
CENTERLINE JAMBS 8 P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX ANCHOR
OFPANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14.
1'+2"ANCHORAGE
REQUIRES SEE'CS" CLUSTER END PANEL
CENTERLINE CENTERLINE
`I "CB' CLUSTER SEE I_DETAILS, SHEET 10 --OF
-- ANCHORAGE-
DETAILS,SHEETII INTERLOCK FOR ASTRAGAL I ASTRAGAL (2 ANCHORS)
�• 4.051' 3.5"
Ily
CENTERLI
E�� I�
EXTERIOR V OF PANEL 3E "+2"ANCHORAGE I OF PANEL 9E 'a2"ANCHORAGE CENT
OF PA
SEE SHEET I I FOR OTHER INTERMEDIATE ANCHORS
SEE'CS" CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
4 PAIRS OF
ANCHORS
96"
(TOTALS
UNIT
ANCHORS)
EIGHT
r2lax.
C'
PER JAMB
(SEE JAMB
DETAIL
BELOW)
\I END PANEL
6'MAX. J` ANCHORAGE(SEE
�•.2-
,•2" SKETCHBELOW)
E ANCHORAGE
ANCHORAGE
z.Da^
0"
SPLICE NOTE:
NONSTRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
EfcTERIDR
HEAD OR SILL IF A SPLICE
21•
[�
OCCURS AT THE P-HOOK.
MAX.
O.C.
v oamrwvmw
rwgria.Nh ire iulf4r
Nnwnr cna.
5.64"
BrrArIMa EMN��-Syo
l
8'MAX.
RtlrP ruc
2-TRACK
FRAMEJAMB
ANCHOR PAIR
MAX. `e,IU nurre
0.......P
. 6
-,
`
mro TECHNOIOOYDRNE ANC 'TAO'•.""fOPoDP.'. ���
ANCHORAGE SPACING &EXAMPLE PLANS JR OIA).SYT wQ UPDAcmx oFAwHasm "��J'-' r,,Aie
SSljflOnNluAI
SERIES 670ALUM SGD-NON-IMPACT G�
JR14 roAc ® �'°N' °•" A. LYNN MILLER P.E
sTwmD NTS 9 d 22 PGT0128 C P.Ens6TDs
ASTRAGI
AL OR {SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASNTERL OR SPLICE LOCATION
INTERLOCK- TRAGA
IF NEEDED INTERLOCK-1 CONDITION, USE MERLOCK�`IF NEEDED
CENTERLINE 'C8' CLUSTERDETAIL) CENTERLINE I
CENTERLINE 1.75"
3.5" 7- 7•
3.6'
"DIAG.
4'
2.04' 2.04'
2.04'
4' DIAG. 7, EMERIOR 7' 7 3.5'
TERIOR 3'S, 7• E%TE(-T1RIOR F�T1
2 TRACK FRAME HEAD5ILL V 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL
GAL OR INTERLOCK CI ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK
(USE R CLUSTER (USE WHERE 5 CLUSTER {USE WHERE 8 CLUSTER
ANCHORSAREREOUTRCB.. . ANCHORS ARE REQUIRED. -CS') ANCHORS ARE REQUIRED,°C6-)
ASTRAGAL OR SPLICE LOCATION
INTERLOCK—hiF NEEDED
CENTERLINE I
3.5°
4.08
I
FxTE('w'Ia+ 7"
V 3-TRACK FRAME HEAD/SILL
(d ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
ASTRAGAL OR {..SPLICE LOCATION
INTERLOCK+I IF NEEDED
CENTERLINE !
4-TRACK FRAME HEAD/SILL
(aQASTRAGALORINTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED. "C4-)
2.04'-
21"
MAX.
O.C.
L
6' MAX.
ASTRAGAL OR (FOR SPLICE ASTRAGALOR SPLICELOCATION
INTERLOCK' -I CONDITION, USE INTERLOCK-1 IF NEEDED 2.04-
CENTERLINE 'CO' CLUSTER DETAIL) CENTERLINE 3.5'
3.5° 7'
i
2.04' 4'DIAG.
4.08'
1
FMFAIOR T' 4' DIAG. EMIEF'TRIIQR 3.5' 3.5'
V 3-TRACK FRAME HEADlSILL 3-TRACK FRAME HEAD/SILL
(d ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, -CS-) ANCHORS ARE REQUIRED.'C6'!)
ASTRAGAL OR_] (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE i -C6°CLUSTERDETAIL)
4-TRACK FRAME HEAD/SILL
cy ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, -05")
cERr. oPAuncmme
21-
MAX.
O.C.
2.04'
I L
6' MAX.
ASTRAGAL OR (FOR SPLICE
rCK-i CONDITION, DO NOT
INTERLOCK col CK I USE THIS DETAIL)
4'
21-
5.64' MAX.
O.C.
2-TRACK
FRAMEJAMS
ANCHOR PAIR
DIAG.
ANCHORS MAY BE INSTALLED
_ EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
5.64"
3-TRACK FRAME JAMB
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
- 3.5" Imo-- - -
4-TRACK FRAME HEAD/SILL
!d ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "GG")
WITH & WITHOUT SPLICE CONDITION
acoa7o I NTS 1 10 ^ 22 I POT0128
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET 9.
PROROCERET•®
M1eJlnjCb���
A-vwP RO 17b47, .L'
R°p8rir dl< ayR
6.�SL�
bbda ,v4s)P ,Cary
* N4.58705'
pO� sYAiE F�:
''ONAL ENG��•
nnDTiJ
A. LYM LI4 R.P.E.
a,,�
2.04" MERIOR 2.04" NOTES:
2.04" 1MERIOR )-- -ALL DIMENSIONS SHOWN
INTERIOR 7" ARE BASED ON MINIMUM
?4-DIAG.DIAG. 0'94 3,5• 2. ALLOWED.
DEPICT ANCHOR
6.12' 3.5'
IMERIOft IMERIMERIO INTERIOR QUANTITY AND SPACING,
90° 3. • 1EXTERIOR 1 AND WOULD BE IDENTICAL
FOR EXTERIOR OR INTERIOR
EXTERIORTERIOR 4°DIAG. 4-DIAG' CORNER CONFIGURATIONS.
3 "
"-I'ANCHOR
I J +I I-'� q•
204° EXTERIO-
R
/\l
90- CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4'
4.08'
INTERIOR
4'
INTERIOR
4,08"
3.5" 4
3.5
4"
4^
7'
2.04" 7"
2.04'
EXTERIOR
2.04" 8.94'
EXTERIOR
90" CORNER
2-TRACK FRAME HEAD/SILL
135° CORNER
2-7RACK FRAME HEADISILL
135-CORNER I � CENTERLINE
2-TRACK FRAME HEAD/SILL I�OF PANEL
(USE WHERE 5 OR 6 CLUSTER
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED "CV)
(USE WHERE 5 OR 6 CLUSTER •+2°ANCHOR
ANCHORS ARE REOUIRED,'C6')
ANCHORS ARE REQUIRED, C6) —
EXTERIOR INTERIOR 2.0
4.08' ^+p' ANCHOR
3.5• INTERIOR 7.4I
—T 7• 1 L--�
4.08"
1 3.5" �-.�, 4"
EXTERIOR �I EXTERIOR 1�7" -•J/\' 4"
T +I
90` CORNER
3-TRACK FRAME HEAD/SILL 3=
("CO" ANCHORCLUSTER REQUIRED ("CWA
AT ALL 3-TRACK CORNERS) AT
INTERIOR 6.12'
2.04""
4, EXTERIOR
INTERIOR
R 0 3.5
4^ 7^
I I e1z• { a oAG. 11* 1 6.12"
EXTERIOR Ir 7 ~I /
90°CORNER
4-TRACK FRAME HEAD/SILL
("C8' ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
ALL 3-TRACK CORNERS)
INTERIOR
5.881, s ��l
4-DIAG. !-,'-'13.5"
EXTERIOR 4'
4-TRACK CORNERS)
fflo) Isw
CERT. OFAII]N NMI
I- OF PANEL
>'EXTERIOR •+3"ANCHOR
CENTERLINE 2V
/� OFPANEL 3.5'
INT oR ON "+2" ANCHOR' p• 4" D1AG.
EXTERIOR ALL CENTERLINE OFPANEL 1
n VIEWS 2-TRACK FRAME HEAD/SILL
V INTERMEDIATE ANCHOR LAYOUT
4"DIAG. M00uCTREViHpp
u wWNHeiM Ibe FTMy
bWbiC 4
2.04" AtaW.ue No 17�py 3,pq
3.5° lW+M a¢
I? _ CENTERLINE
y f OF PANEL mmd ow [rw.wCwW
/ \ 4.08•
EXTERIOR . T—
J
— T,II II II„ 3.5' S�oN.......
L�
2.04" CENTERLINE I OF PANEL � a ;�'UCEN3E''•��F
4-TRACK FRAME HEAD/SILL ' * i No. 58705
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR) _�
.A_'•. N 1fi 12 ;.tea
sOpmp I NTS 111 s 22 1 POT0128 I C I P.E.058M
EMBEDMENT: SEE 1
TABLE A. SHE4[EDGE
DISTANCE:pX
WOOD
TVP., SEE ANCHORSEE
TABLEA,
1
TYP SEE ANCHOR
NOTE 3, SHET iSHEET
NOTE 3, SHEET1
*2-V16"
WOODANCHOR TESSEE ANCHOR NOTES& TABLE A, SHEET 1EXTERIOR
IA4 MAX. SHIM --.4If
Is2-TRACK FRAME JAMB
WOOD INSTALLATION
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET
EMBEDMENT, SEE TABLE A, SHEET I
MIN. OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE:
EDGE DISTANCE:
THE METAL SUBSTRATE
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
2-1/16'•
2-1f16'•
2-0H6"'
NOTES:
EXTEMENSIONS
RIOR
1/4"
MAX.
MAX.MAX,S
MA
EXTERIOR r SHIM
EXTERIOR
OWNLL
ARE BASE
MASHOWN ALLOWED,
SHIM MIN.
T
EMBEDMENT: 1
SHIM
j
ORWOO.
2.METAON
2. METAL OR WOOD
SUBSTRATES MAY BE
SEE TABLE A. ..JJ
USED FOR ALL FRAME
SHEET 1
WOOD ANCHOR TYP.,
2X
W000 WOOD ANCHOR TYP.,
METAL TYP.,
SEE BMS ANCHOR TVP.,
TYPES PER TABLE A.
SHEET 1.
2X WOOD
SEE ANCHOR NOTES'
TYP., SEE ANCHOR SEEANCHOR NOTES
TABLEA&ANCHOR SEE ANCHOR NOTES
TYP., SEE ANCHOR
&TABLE A, SHEET
NOTE 3, SHEET &TABLE A. SHEET
NOTE 4, SHEET &TABLE A, SHEET
NOTE 3, SHEET 1
• DIAGONAL O.C. ISL
FRAME HEAD
® WOOD INSTALLATION
w WOOD INSTALLATION
HEAD
%WOO INSTALLATION
Bw W000INSTALLATION
6 METAL I FRAME HEAD
t,Y. METAL INSTALLATION
MIN 4" (HEAD &SILL)
OR6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD
WOOD ANCHOR TYP., 2X WOOD
SMS ANCHOR TYR, METAL TYP., SEE DETAILS, SHEETS I0&11.
SEE ANCHOR NOTES TYP., SEEANCHOR SEE ANCHOR NOTES TYP., SEEANCHOR SEE ANCHOR NOTES TABLEA&ANCHOR
..
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEE & TABLEA, SHEET I NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1
SEEANCHOR
ANCHOR
ANCHOR
MIN. OF 3 THREADS BEYOND
NOTE 5, SHEET
NOTE 5,
NOTE S.
THE METAL SUBSTRATE
1 (1/4" MAX.)
SHEET 1�
:.: ;.;.
>.,..
1
SHEET 1
.-..
:.:., ...
-.
T.:: -.:., :..,...;
(1f4"MAX.) ..
...
,x
(i!SHEET) T
EXTERIOR I
e IMIOR
EXr� R t
EMBEDMENT: SEE
TABLE A. SHEET 1
2 1 1
2-1717TABLE
2-1/16' •
EDGE DISTANCE:
EDGE DISTANCE.
CE:
SEE TABLE A, SHEET 1
SEE TABLE A, SHET 1
SETI
EMBEDMENT: SEE TABLE A, SHEET I
EMB:BLE A, SHEET I
I
SILL
RACK TALLATION
®
SILL
3-TRACK TALLATION
®w
-TL MI
WOOD INS2-T
WOOD INSME
Fw M TRAME
INSTALLATION
EMBEDMENT: SEE�-1I�—
TABLE A, SHEET I^,—�
mouu[tREwmS
EMBEDMENT: SEE
TABLE A, SHEET 1 'I
I �If
EDGE DISTANCE:
BEE TABLEA,
SHEET 1
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET 1
EXTERIOR
1/4" MAX. SH M
®3-TRACK FRAME JAMB
Hw WOOD INSTALLATION
M41)4 IM
c T.o Aur Va
METAL TYP., SEE
TABLE A & ANCHOR
NOTE 4, SHEET I
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
SHEET
2-1116" •
`MIN. OF 3
THREADS
EXTERIOR BEYOND THE
n METAL
�j SUBSTRATE
1/4" MAX. SHIM L.--
4-TRACK FRAME JAMB
Iw METAL INSTALLATION
NCHORAGE DETAILS
ERIES 670 ALUM. SGD - NON -IMPACT
o w.w
so0aro NTS 12 > 22 FIGTO128 C
It
`r5fuiuq/rT
Ift
611703 1.
''�ir;ONAL ENG``�`
A LWN MILIER, P.E.
P.E.F 58708
IN ALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A. SHEET I
NOTES:
EDGE DISTANCE:
EDGE DISTANCE:
i.—ALL DIMENSIONS
EDGE DISTANCE: EE
NCRETE CONCRETE
SEE TABLE A, SHEET I CONCRETE
SEE TABLE A, SHEET I
SHOWN ARE BASED
PERTABLE
TABLE P, SHEETI
PERTABLE
2.1/16" PERTABLE
2-1116"'
ON MIN. ALLOWED.
A,SHEBTI
2-1118'•
A. SHE ETI
A, SHEET
1/4-
• DIAGONAL O.C. IS
EXTERIOR
.• . ••'.
• I
''f. t . * ';;: : �.:
.'�' -...
I— MAX.
MIN W (HEAD & SILL)
SHIM
OR 8'(AMS)SEE
I/4� E%fERIOR
T
DETAILS, SHEETS
EMBEDMENT:
SEETA J
MA EXTERIIXi
MAX- a
MAX
I
10 & 11.
EE I
SHEET 1
SHIM
SHIM
PROPERLY SECURED I% CONCRETE ANCHOR .,
PROPERLY SECURED IX CONCRETE ANCHOR TYP..
PROPERLY SECUREDIX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHORNOTES&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
WOODS TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
aa. CONCRETEE INSTALLATION ACK FRAME HEAD
EAD
C®c CONCRETE 1N Ti 4-TRACK FRAME HALLATION
CONOCRETE INSTALIAD ION
CONCRETE ANCHOR TYP.. PROPERLYSECUREDIX
CONCRETE ANCHOR TYP., PROPERLY SECURED IX
CONCRETEANCHORTYP., PROPERLY SECURED IX
SEE ANCHOR NOTES 8 WOOD BUCK TYP.. SEE
TABLE A. SHEET ANCHOR NOTE 3, SHEET 1
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR NOTES & WOOD BUCK TYP..
TABLE A, SHEET I ANCHOR NOTE 3.
SEE
SHEET I
c I SEEANC
R
SEEANCHOR
[Aa ::-.1 (" 0
NOTES SHEET
1 (114- MAX.)
(114-
2-1/18" C
EDGE DISTANCE: CONCRETE
SEE TABLE A, SHEET I PERTABLE
EMBEDMENT. SEE TABLE A, SHEET A, SHEET I
2-TRACK FRAME SILL
oc CONCRETE INSTALLATION
EMBEDMENT: SEE
1
TABLE ASHEET i —~
—1
EDGE
PROPERLY SECURED
TABLEDISTA,
SEETABLEI A,
1XWOODBUCK TE
SHEET1
3,
SEE ANCHOR NOTE 3,
SHEETI
''
2-111a.
CONC./CMU ANCHOR
TYR, SEE ANCHOR
NOTES & TABLE A.
SHEETI
CONCRE
EM1TER�IOR
OR CMU
PERT
uc
VI—W MAX SHIM ��
EDGE DISTANCE:
SEE TABLE A. SHEET 1
BEDMENT: SEE TABLE A. SHEET 1
3-TRACK FRAME SILL
�U CONCRETE INSTALLATION
-MBEDMENT: SEE
TABLE A, SHEET 1
ICMU ANCHOR
SEE ANCHOR
ES & TABLE A,
SHEET 1
PROPERLY SECURED -
1X WOOD BUCK TYP.,—
SEE ANCHOR NOTE 3, {{
SHEET 1 p
EXTERIOR
V 114-MAX. SHIM
TEAT.Q AWMINIM'
PERTABLE
A, SHEET I
SEE TABLE A.
SHEET 1
CONCRETE
A, SHEET
EDGE DISTANCE: I
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A. SHEET 1
T4-TRACK FRAME SILL
Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET 1 -~
1X WOOD BUCK TYP.. —
SEE ANCHOR NOTE 3,
SHEET 1
CONCICMU ANCHOR
TYP., SEE ANCHOR j
NOTES &TABLE A, CC
SHEET I
EXTIER�IOR
v
114' MAX. SHIM
CONCRETE
PERTABLE
A, SHEET
MOOUCf REYIEEp
�1w11hMRvfle
EDGE DISTANCE:
AA p — - 17-64 cj
SEE TABLE A,
SHEET 1
Drat wCsxal
2-1/16"
CONCRETE trill uln,
\_ORCMU J
PERTABLE 13
A. SHEET tt4�'' JOEx'
* : No. 58705
swam I NTS 1 13 > 22 1 POT0120
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A. SHEET P-HOOK MOUNTING ADAPTER WATER
WO OD ANCHORTYP., INFILTRATION
0 o SEE ANCHOR NOTES
EMBEDMENT: & TABLE A. SHEET 1
SEE TABLE A, (ALSO SEE TYP.
SHEET 1 _ _ EB I ILLUSTRATION, SHEET 9)
L EDGE DISTANCE: SEE
TABLE DISTANCE: EMBEDMENT:
SEE TABLE A,
2B EXTERIOR SHEET 1
PHOOK WOOD ANCHOR TYR, � P-HOOK
SEE ANCHOR NOTES
& TABLE A, SHEET 1 CONCRETE OR
(ALSO SEE TYP. CMU PER TABLE
ILLUSTRATION, SHEET B) EDGE DISTANCE A. SHEET
®P-HOOK FOR USE WITH FLAT SILL RISERS
•M' 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
METALTYP.,
SEE ANCHOR
EMBEDMENT: SEE P-HOOK MOUNTING
CONCRETE OR
NOTE 4, SHEET 1;
TABLE ASHEET 1 ADAPTER SMS
A.
CMU PER TABLE
MIN. OF 3 THREADS
ANCHORTYP.,SEE
A, SHEET
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
EMBEDMENT:
(ALSO SEE TYP.ET1
ILLUSTRATION,
SEE TABLE A,
EMBEDMENT:
SHEET9)
r—ED
SHEETI
SEE TABLE A,
DISTANCE: SEE
SHEET 1
TABLE A, SHEET 1
P-HOOKSMSANCHOR TYP., / EE RIOR
SEE ANCHOR NOTES _ n
& TABLE A, SHEET 1 V
(ALSO SEE TYP. ;r2.693�IN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19 #21 #23 OR 925
METAL INSTALLATION EXTERIOR
(SEE TABLES IA, 2A&3A MOUNT
FOR WATER RATINGS) ONLY
N.VE 'RW16
(BOf)Ip.fOM
rFRr. aPADrx.smae
EDGE
DISTANCE
CONCJCMU
ANCHOR TYP., SEE
26
ANCHOR NOTES &
TABLE A, SHEET 1
1-114"MIN. EDGE DISTANCE
EXTERIOR
P-HOOK MOUNTING
ADAPTER CONCJCMU
ANCHOR TYP., SEE
_
ANCHOR NOTES&TABLE
EMBEDMENT: SEE
A, SHEET11
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
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 CONCJCMU
TABLE A. SHEET
ANCHORTYP.,SEE
.-
ANCHOR NOTES &TABLE
A, SHEET 1
\,. •.,-•:.--:•
•-y?,_
•
(ALSOSEETYP.
ILLUSTRATION, SHEET 9)
P-HOOK CONCJCMU
ANCHOR TYP., SEE
1.114" MIN. EDGE DISTANCE
EXTEERIOR
V
A, SHEET 1 2.893' MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
Kc
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS #19. #21. #23 OR #25,
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA,2A&3A MOUNT
FOR WATER RATINGS) ONLY
sG# o I MS 1 14 a 22 1 POT0128
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 id,
SHEETS "FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
MIDD#Cf REYfHED
dW^GYMwllR lk R61Hb
ww.c ew
s rxri: mel o ze.oq
` •t�`�0
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OR
A P.EA50]05LYIaE15870 PE.
CONFIE EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'AW &'AD',
SHEETS 12 & 13
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'Dv! &'DC. SHEETS 12 & 13
MAX. UNIT
WIDTH
MAX
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
PANEL
PANEL
PANEL
TYPE
TYPE
PANEL
TYPE
•OS
SAS,
TYPE
A
K
MAX. UNIT
MAX.
PANEL
A
MAX. HEIGHT
DLO PER
PANEL
WIDTH TYP,
HEIGHT TABLES
HEIGHT
SEE
PERL
13
1
NOTE2
TABLES iJ
x
x
X
a
90,
EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX
1-1/2'
AS
I
BII ICONE
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1) EE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS &8 FOR MAX.
PANEL HEIGHTAND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILSAND 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.
WE .0 AUIHR
THIS SHEET.
EXTERIOR
90°
CORNER DETAIL N2',
SHEET 19 & CORNER
ANCHORAGE SHEET II
INTERLOCK DETAIL
'M', SHEET 19
EXTERLL11WERIOR
JAMB DETAIL'03', SHEET
IS: INSTALLATION DETAILS
'GW &'GC, SHEETS 12 & 13
DLO WIDTH= NOM. PANEL WIDTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT= DOOR UNIT HEIGHT-1.888'
A M eMm O, RaW
�S Av,pyR Na -O Z.•OQ
8y4rW ovN,�l-°',y�1e
�De4hra4rt C.sLL
1S a?2 PGT0128
* : Na.58705ti =
vi
AO..�eo
. I ,
CONFIG. EXAMPLES INI hKLUUI
`'M', SHEET 19
( IXED JAMB DETAIL'G2',
SHEET 18; INSTALLATION
DETAILS'GW &'G0',
S ETS 12&13
ASTRAGAL HEADER DETAIL'W, SHEI
DETAILS'L1'& 18; INSTALLATION DETAI
L2, SHEET 19 'AW &'Ad, SHEETS 12 &
HE
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
'R'
'D'
,A,
MA
/
A
UN
HEC
MAX
]OM.
SEE
PE
TADI
DLO
NOTE 2,
1-
HEIGHT
SHEET 11
D
x
1B DETAIL'GT, SHEET 18;
DETAILS'GW &'Gd. SHEETS 12 & 13
HEADER DETAIL'W, SHEET 18;
INSTALLATION DETAILS'AW &'AC,
-� SHEETS 12 & 13
90° \
1s
rwv°L
'PANEL
PANEL
TYPE
TYPE
TYPE
K.
.A,
'CS'
'OS'
T
BHT
SILL DETAIL
NOM.
R
'D', SHEET
MAX.
1,
/
PANEL
.ES
18;
WIDTH TYP.
I
INSTALL
DLO
PER
DETAILS
HEIGHT
TABLES 1-3
-OW &'De,
SHEETS 12
X
(]
PANEL
TYPE
K. MAX.
UNIT
HEIGHT
PER
SEE TABLES
NOTE 2, 13
HE
( & x x I
SEE FRAME 8 MAX UNIT WIDTH
PANEL CORNER SILL DE7 UL-D'. SHEET 18; —MAX UNR WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 ?-TRACK 'DW &'De, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XXIXX (2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS'L1' & �W,SUEET"'
K DETAIL'M'. SHEET 19 INSTALLATION DETAILS'IW &
L2, SHEET 19�\ .. INTERLOCK DETAIL'M', SHEET 19 'Ic'. SHEETS 12 & 13hr
HEADER DETAIL�ETAIL'H2', SHEET P-HOOK DETAIL'B', SHEET 18; '
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL 12, SHEET 18: INSTALLATION
11W 8'Hc', SHEETS DETAILS
'ALLATI 8'K E SHEET 14 DETAILS'BW &'Bc', DETAILS'W &'Ic, SHEETS 12 & 13
SHEETS 12 & 13
MAX UNR WIDTH --�I
MAX
HE
F
TAI
)-.—
MAX. UNIT WIDTH
PANEL
PANEL
PANEL
i,
TYPE
.R..L.
.M•UNIT
NOM.GHTPANELER
rPANELTYPETYPE
WIDTH TVPILES
MA%.PER3
DLO
NOTE 2
TABLES 1-3332
a j
HEIGHT
SHEET 15
a
I
o
x
x
x
x
x
-
EXAMPLE:OXXXD SILL DETAIL'E',SHEET I9;
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ee, SHEETS 12 & 13
DolT.OFADJ1l. Rose
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'M'
'P
IF
P'
MA
NOM.
UN
PANEL
H
WIDTH TYP.
PIE
MAX.
OLO
PER
TABLES I3
TABI
1-
HEIGHT
L
x_
x
0
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
I% INTERLOCK DETAIL
/ 'V, SHEET 19
90° OUTSIDE CORNER
DETAIL'N7', SHEET 19 &
CORNERANCHORAGE
SHEET 11
--R1DR
EXIEptoR NOM. PANEL
WIDTH TYR
PERTABLES
UNIT WIDTH
13
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'CW &'CC', SHEETS 12 & 13
EXAMPLE: XXXO (SILL DETAIL'F, SHEET 18;
(4-TRACK BY-PASS) INSTALLATION DETAILS
-F.- &'Fe. SHEETS 12 & 13
san w I NTS 116 • 22 1 PGTO128
W000crueY
c�.AN%mafte
N.,¢ii,¢Cape
Ai«p4rte Np 17 py?e.0
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* No.58)05
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
BINDLE
FIXED
OCKSTIE
ASTPAGP
AS PAGA
ASTRAGAL
BOX OUT
AS MGAL
BO%IN
INTCORNER
9D LOCKSTILE
EXTCORNER
W LOCKSTILE
EXTCORNER
90 RECEVER
INT CORNER
90RECEIVER
EXT CORNER
BO REWNER
E%TCORNER
35 RECEIVER
INTCORNER
35 RECEIVER
TYPES
INTERLOCK
OUT
INTERLOCK
W
BILE
W/HANDIE
BOX OUT
BOX IN
W/HANDLE
Wl HANDLE
W/HANDLE
WI HANDLE
W/HANOLE
WIHANDUE
A11B
Mie
WI HANDLE
A31
WI HANDLE
931
—�
#119
AA p11B
.15
A61
Aet
Al2—k
SINGLE
F
PPFA
L
TR
TQ
TC
TA
TV
TW
INTERLOCK �T-
IAOY pVp
B
E
P
C
C
!C
SQ
SC
SA
SV
SW
INTERLOCKSINGLE �
aC
rew
R
S
S
FD
FC
FV
FW
bTIXIL�E �-
RR
N�ND
P9�
w Hof
D
M
J
J
R�KT�D
�ro
LLI
ASTRAGAL
LR
PANELNOTES:
D-
BOXCUT
wrwwDLE
mnpvn
1. SEE OP TABLES 1-3, SHEETS 6-0 FOR PANEL
ASTRAGAL
!Y
LEFT
S12ES & DESIGN PRESSURE.
QINTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF
J
box IN
wi HAf9LE
maxro
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
F
ASTMGAL
T
T U
STILE
1T-'1I ExTEwofl
V STILE AND ARE NOT AVAILABLE.
3.99°ASTRAGALS TO USE HEAW-DUTY STILES
cl)GO
CUT
l
AND EITHER
LL
AGTOMXN
T U
IORNERRECEINTERIVER
R(#12018)
PANEL'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR CORNS
REQUIREMENTS. EXTERIOR(#H9)ORINTERIOR (#12U)CORNER
APPLICABLE
STILE/ASTRAGAL ASTRAGALS.
J
BO%IN
.135' ASTRAGALS TO USE HEAVY-DUTY STILES
co
INT 9DLOGKNERRE
RT
Cll!
(#61) AND CORNER ADDON(#31).
J
w
Z
Q.
n-
W/HANDLE p130
E% CORNER
90LOCKSTEE*
WI HANDLE#H9
E%TCORNER A?,V(J
OORECENER -'
QT
�T
QS
^^
IV-V\
SILL RISERS OPTIONS sir
-1r EXTERIOR EXTERIOR .062-
EXTERIOR I j 2 EXTERIOR (3 .Oar mOGUCt BEYI®
E.055 p�pM8Ye1Y1M
p62'
J.
3.305' WI CFN
I
W/WWDIE #116
A[¢AIOa Ne 17�04zLD�
A
TNT CORNER p01
BD RECEIVER
AT
AS
DF
1.56T' 1
1S Ev4 Dau "2.0
0B2 -�-
—{}'
W/HANDLE
m1e
EM CORNER
CF
C
16' SILL RISER FLAT'
SILL RISER FLAT SILL RISER, FLAT SILL RISER, FLAT
20 22 MEDIUM. 3-114" 24 HIG�4'
so RECEIVER
FLUSH. 1-1/2'
LOW. 2-1/2"
E%f CORNER p31
35 RECEIVER
W/HANDLE A61
TNT CORNER A31
VT
V /
WT
fl
v
VS
WS
VF
WF
EXTERIOR
��f
.]50'
I .]50'
-�� EXTERIOR
T50' EXIERION (� .OfiY
EXTERIOR I .062• `r
BO6' /ti 0.055
fir' '�2 a
35 RECEIVEfl
W/ HANDLE xe
3.305' 11111/
.OBY 2.555' JW �` Y LYNN '''•
r` N
4fv
�
J. ` at . UCEN..
OSILL RISER BOXI•
to
OSILL RISER BOX SILL RISER, BOX SILL RISER BOX
st OO MEDIUM 3-114- 26 HIGH, 4'
FLUSH. 1-0/2'
LOW. 2-V2"
•NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 =p :,
1Amn-rawnLporowvE',.
N. vEWKE, n Oli PANEL TYPES
re+nuo-l6ro
A/SYONAL EN,'``�
SERIES 670 AL UM. SGD-NON-IMPACT rI,
w
JR
o�
O4B5T1 C NO CHANGES THI35HEET.
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. . wk
�
®
sGDem NTS 17 sT2 POT012B C P.E.A5IP05
14
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
ID6 OF JAMB-
5
60 OR 61
G3
2-TRACK JAMB
G1
2-TRACK JAMB
(SHOWN
WITH
6-LOONG CLIP #105
OPERABLE
105 Wl RETAINER#708
PANEL)
MIDSPAN (SHOWN WITH
5 FIXED PANEL 70
�I ExTEROR IB3
V
113 , a'.
THE INTERIOR)
�E%TERIOR
15
S
112
!-TRACK JAMB
d0
2-TRACK JAMB
:LIP #80 OR #105
51 52
Wf SCREEN
V/ RETAINER #123
SHOWN WITH
'0(ED PANEL TO
'HE EXTERIOR)
53
EXTERIOR
SHOWN WITH ®2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTER
a
2-TRACK W/SCREEN
FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
JI a oaro5H] ~ NOCHANGE61NI53HEA
3TRACK
E FRAMESILL
ryaOJea.1®0
LERT.OEAURL62BYBB
EXT
(InAl FULL PAN EL JAMB LENGTH
BOOR 81 105
LOCK PAR ]
u
5SEEDETAILGI
FOR FIXED
PANELCLIP ]OCK nitTAIL G2IXED 103 BO OR 61 CLIPR61fl EJtTEWOR1 E%TERKK V
3--TTRACKJAMB 3-TRACKJAMB V4-TRACK JAMB 4TRACKJAMB
*®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(BROWN WITH
OPERABLE PANEL) H FIXED PANELTO I1 FU(ED PANEL TO 12 OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
4TRACK
C FRAME HEAD
a2hETRACK
F FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES I3
s m I AITS 1 18 R 22 1 POT0128
eallo�MB Wliatlf
Eykwlwoie y�.to
mm
*:J N0.58105
A.
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 Q INTERIOR 61 113 118
g3 (, 13
Y] 83 30 ] 11 1n
e
r MERIO
�7
ENTER
a
IWEMO
- OUTSIDE go
Li WITH STANDARD STILES ASTRAGAL #60 WIT HEAVY-DUTT1�STILUALES#61 Nt 2-TRACK SHOWN CORNER
EXTERIOR BOX ASTRAGAL SHOWN- EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN)
QINTERIOR
5
] Ml
14 5 51 32 to
T1-MERIOR
11 5 V
] o®135- INSIDE CORNER
2-TRACK SHOWN
NO
135' OUTSIDE CORNER
Ot 2-TRACKSHOWN
INTERIOR
INTERLOCK
5
11
' ITEM 961 (HEAVY-DUTY
INSIDE CORNER
STILE) SHOWN, ITEM 960
090o
2-TRACKSHOWN
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
13, SHEETS 63 FOR DP
(PSF) ASSOCIATED WITH
STILES.
tRtORBCfR7.'Y!!®p
31
�WgnsgT:pQ rIWUt MIL
755LOCK
10MI
_
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l�
�INTERIOR
M. r'PW rv4uH i
CEFiAI]M'RBXd I
r�r mi¢ms].rc LJ s o Nrs fs 122
No. 587M
C A ?
VR
NOTES:
1) ALL ALUMINUM = 6053-T6
2) ITEMS # 3339, 56.59. 66, 81, 84-99.
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3/16' MASONRY
ANCHORS (oj W MAX. O.C.
AIODDCFIIEV�
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9
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BP394
POCKETP-NOOKMWM
20
1T3]5
617315
PJIOOK COVER
30
R340
fit]J19
POCI(ET P-HOOK FOR BO%R14ER
]t
1]3)e
817376
135 COHI�R
32
17378
617318
195 NEO MODM '
REM946S1 ARE SCREEN PARTS:
40
dNB
812250
SDREEN SIDE RAL-LOG(5IItE
41
TLOCKWGSK
SCREEN LOCKSET '
12
d1810
SCREEN KEEPER SPACER SET
u
8152
fi0152
SCREEN INIERLOGK ADAPTER
da
M2B
81128
SCREENDWBLE WIFRLOCK
d9
—El]
81g5B
SGiEEN TOP MIL
40
4310
B1g5T
6CREEN BOTR)M MIL
17
fi8B
TSRAZ
STANDARD ROLLER
48
fifi8
TSM%I
STANDARD ROLLER-ST.SR
IB
4]4d
063M
SCREEN ASIRAGPL
W
1]369
811319
D]D SCREENASTMG4LPDAPTER
51
1692
81652
SD4EEN SPLNE -.IfiS'
52
1091
01689
6fREEN BPLNE -.150'
51
61B16Cg
SCREEN f10T1
54
1R5
IIY %4• %t118' 6ET. BLt%]L ]EOPRENE 05+I4
56
1lg
1• %d' X1/16' SET. BLOCK NEOPRENE 05+/5
item
#
PGT
ow .#
PGT#
Descripb➢n
80
1T3g
B1TJ25
PANEL STLE
01
1T326
61i320
PANEL 6DLE (HEAW OUIY)
ffi
1T3n
fi1T]z]
NIEPLOCKAMPRW
B]
IY2S
61P240
VWYL BULB W6TP.•THIN ONSIDE WIERLOCK)
&
IYA
)1Y28
SLL END WEATHERSTRP PAO
85
IT9g
BtT]g
e71ERLOCK SCREW COVER
fiT
1TJ20
01]JR
ASTMGAL
e0
1T339
817]99
IEAW DUTY ASiFUG4L
89
IT324
Bt]334
TOP 8 BOTTOM RAL
]0
1T350
4n]50
WEATHERSTRIP E%1ENSION (041ECDON MOLDED)
71
1695
T1695
f-11T%1'%YP HIGH FIN SEAL MST PLUGS
M
0153
T8153X
TANDEM 6T. STL ROLLERASSY.
T3
0159
T3153N
TANDEM NYLON ROLLERASSY.
Td
681CONE
DOWJl99, GOW-9950R GE-TIOD
Tfi
BIBS
i8105X
GEMINIMOR➢CE }PLY OVAL LOCK WhONOTRW PLATE
Tfi
T1092X1FPF%a1G32X1'FL
S6 SCREW W/TYPE'F T�
ii
T10]2D9
10.129TEEL DNC UNIR
TB
tT95B
011358
N168 f1d'OEAD
TB
1TSST
01135T
t' IG 6FA➢
Sal
1]350
BfT359
T/18'BEAO/FBO:D PANEL CLIP
82
1221
61P21TK
wNYL BILE WEATHERSTRV
63
61Td5
1T15
LOWEING IIY %111fi'bGL SIDE ADH TAPE, POLYEIH.
1W
8052
I6CBi
ROLLER AOI HOLE PLUG
101
T200T
JAMB BINIPER
102
1BOB
]1880
OUSTPLUO '
IN
B1B8
--
T8168%
I- KEEPER
101
BSJ
T50%EEP
6LFEEN LOCK KEEPER
10.0
1>914
811344PANEL
CLP -0" LONG
1pB
1J352
01T.15t
FOO:O PANEL RETANER-R'16' '
f01
1]]9
T11J9
MtIDLE Krt- INTERIOR MISED WfiHIHUMe NRN. USED WRH AiS
10B
1]d0
]1110
M18%EKR-MISED E%IEmOR HANDLE, USED WITH piS
1W
iT3t
T81826N
HANDLE Krt-RECE65EDINT: YmN TV11MB NRN. USED WfM A/5
It0
1132
]01J6
MNDLE K?-RECESSED E%tERK)ft PU.L, VSEO WITH AJS
111
]fOXidPPSDAX
NO XY4•PH PN.IEK-S.S.
113
12]5
WS18
W51P, .Tm %.I]0-flN SEAL
113
t]tz
BdpOB
FWSEAL
11d
TIDX116PPX
A10%F1?
110
fl0%PPT
A10X1'
116
YtlLXt%
p0.20 Xt'83.
1R
]Z0101DI
R10.g Xi-11Y S.8.
itB
RWB
BN334
00 DEGREE CORNER RECENER
119
1T]9T
BtT]3T
900EGREE OUIHDE CORNERASIMGAL
120
1]330
8111338
SO DEGREE WSIDE CDRNERASTMOAL
123
1]J52
BiTD53
FIXED PANEL RETAINER TIB'
< + -3 L f 3�
5.069" 8.562'
0.080"
1.271' 1.505°
0.081O1 2-TRACK HEAD t0 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198'
1.211'
0.087" O2 2-TRACK HEAD Wl SCREEN TRACK
(6063-T6 AL)
6.526'
0.090"
1.505'
03-TRACKSILL
(6063-TEAL)
7.105"
6.227
0.080'
1.505'
1.211'
0.081'
O3-TRACK HEAD
O 2-TRACK SILL Wl SCREEN TRACK
(6063-T6 AL)
(6063-T6 AL)
9.142"
4.49"
0.080'
' 211" 1.505"
J=k
0.081" O4 4-TRACK HEAD 02-TRACK SILL
(6063-T6AL) (6063-T6 AL)
1.514. I 0.060'
0.062" L-
0.532" 0.760"
260' 1.
0.060' 1.516" 1.990"
OFRAME HEADMAMB SCREEN FRAME SILL SCREEN' FRAMESILLSCREEN
ADD -ON 12 ADDAN 18 ENDAOD-ON
(6053-T6 AL) (6063-T6 AL) (6063 T6 AL)
REQUIRES MIN. 010 SMS REQUIRES MIN. N10 SMS
OR3116"MASONRY OR3116'MASONRY
ANCHORS @ 24' MAX. O.C. ANCHORS @ 20 MAX. O.C.
SEE SHEET 17 FOR SILL RISERS.
WO GESTHIS
=T.OFAUM. FBSiJ
2-TRACK JAMB W/
is SCREEN TRACK
(6063-T6 AL)
16 3-TRACKJAMB
(6063-T6 AL)
0.062'
1.019°
0.081'
SCREEN
40 STILE
(6063-TB AL)
5.069'
1.045'
IW
1.993'I
0.062°
L ,�
14 2-TRACK JAMB
SCREEN
@TOP RAIL
(6063-76 AL)
(6063-T6 AL)
17 4-TRACKJAMB
(6063-T6 AL)
21 > 22 1 PGT0128
0.875'
1.993'
i-T�k�- 0.082'
SCREEN
40 BOTTOM RAIL
(6663-TB AL)
/RO�OUCf BkT9sPD
bilin4C�otln���
Aarrgmer No 17-o fZ,&j
flWrrlw 0.t��
♦1� ✓nar Irea.f-..mow'
Na. SB7051 :
0.718' 0 83" 3.80T' 2.304° �'j --��1� 3.80T --^I�
I I 1 D.752' „LI,
0.752" � -T,1 III(r'a._J. 0.865'
0.574' 0.796" 1.183°I
0.082' 0.080° 0.082" 0.233" O.Q62° 1
0.264° 0.075'
J47==r
P-HOOK MOUNTING P-HOOK SCREW
FRAME 11 SILL
26 P-HOOK xe 29 30 PJiOOK FOR BOX RISER
So-- O- OADARTOR OCDVER 0.080' (6o63-T6 AL)
SCREW COVER (6063MAL) (6063-T6 AL) (6063-T6AL)
(fi083-T6 AL) (6063-TB AL)
155' 230".148
t4" 1.t4"1739"
0.080' 1303"
0.8300806000 ".
Ei
70" 8'
0.325"
1.974" 11250.062"
INTERLOCK INTERLOCK
91 ., -CORNER 02 FIXED MOUNT 00 STANDARD STILE 01 HEAVYDUTYSTILE 62 ADAPTER fi5 SCREW COVER
(6063-T6 AL) (6063-T6 AL) (6063-Te AL) (BU83-TB AL) (8063-TB AL) (6083-TB AL)
3,979"
41 0.075' 1 845°
0,125""
6i STANDARD ASTRAGAL
(8063-T6 AL)
0.757"
0.050"
B5 FIXED
PANEL CLIP
(6063-T6 AL)
550" V--44
9"
O.o
FD(:D PANEL
T6116°oREA
(6063-T6 AL)
0.281° -- 4 1-
99 HE _DUTY ASTRAGAL
(6063-T6 AL)
L 0.08011
D.709° 2.893'
-�70.8631�-
FIXED PANEL
123 RETAINER, 718"
(6063-T6 AL)
110 90° INSIDE/OUTSIDE
CORNER RECEIVER
(6063-76 AL)
M.
BB TOPMOTTOM RAIL
(6063-T6 AL)
0 1.050' I�
-4=-
1.050" I�
1.304'
�(
.28JI9�' . .611"
045'
045"
.849"
t9 GLAZING00 BEAD FIX D
"
i8 GLAZING
(I
(6053-TEAL) PANEL CLIP
SE D
(6063-Te AL)
(6063413 AL)
11B 90"OUTSIDE CORNER ASTRAGAL
(6063416 AL)
CFAT. OFAUIK tQ93W
5.621" � Via.
0.133'
4'
120 90° INSIDE CORNER ASTRAGAL
(6063-T6 AL)
'*
ac0e7B I NTS 122 - 22 1 PVT0128
vOENSF �'j�O` is
9 .
No. 58705
STAT OF'((7�:
"toRloP.'Gd':
ANAL E�1\`�
In...00
INNMILLERP.E.
P.EBeeTBe