HomeMy WebLinkAboutNOAMIAMI•DADE
MIAMI-DARE COUNTY
° PRODUCT CONTROL SECTION
11803 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive, SCANNED
Nokomis, Fl. 34275 BY
SCOPE: St. Lucie County
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 a o rein, and has been designed to comply with the Florida Building Code,
including the High Ve city Hurricane e.
DESCRIPTION: Se 'es "SGD-670" Al minum Sliding Glass Doors w/ 90° & 135' corners -NI
APPROVAL DOC NT: Drawin o. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1
through 22 of 22, prepare adorer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn
Miller, P.E., bearing the Miami -Da Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Mi -Dade Coun Product Control Section.
MISSILE IMPACT RA G: None: Appro ed 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 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 016-0629.03 and consists of this page 1 and evidence pa a roval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAMFDAOECOONTY NOA No. 17-0420.09
Expiration Date: April07,2020
Approval Date: October 12, 2017
67A 11 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 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 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 I thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09.
haq L 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)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5'h 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 (5a' 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 (6'h 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(5U' 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.
_ 151149 �
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 El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS
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
FURROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONE, 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-6987, FTL-5994, FTL-6002, FTU6034, FTL-6035,
FTL-7554 AND ATI 72138.01-1401.18
TABLE B. SEE DETAILS ON SHEETS 4 & 5:
Glass
Type
Descriptlon(Usted from E)derior b ytlerier)
GU
1IV TEMPERED GLASS
GLASS ♦ VT AIRSPACE- TIV IEMPERED GLASS
GZA
1' 1.0.: lie TEMPERED GLASS -1i! AIRSPACE 11W TEMPERED GLASS
DESIGN PRESSURE RATING
I IMPACTRATING
SEETABLES1,2830N
SHEETS 8.788
I NOT RATED FOR MISSILE
IMPACT RESISTANCE
CODESISTANDARDSUSED:
.2017 FLORIDA BUILDING CODE (FBC), BTH EDITION
.2014 FLORIDA BUILDING CODE (MO), STM EDITION
.ASTM E1300-W
.ANSUAF&PA NDS2015 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL. ADM-2015
.AISI S100-12
.Nsc35D-lo
NOTES .............
DETAILS ............ 4.5
DESIGN PRESSURES.-....
6A
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15.16
PANEL! SILL TYPES......_.
17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
CAiT.OIAVM.lA268
TART F A'
Anm«
Gm
Anchor Type
Flame
Member
60MIreh
M1m0'.
Dratm.
Mba O.M
Bistan o
mi..
Emb.4mant"
Mehl TNckne®
A
#12188 SMS,
(F,-W keI, Fo 85ka0
.1241. SS SM8.
(Fr. 90 Rol, Fa=110 ke0
All
SaO,em Men (So . 0.55)
will•
7W
I_3(w
fiB6}T5AAanmlan
3B'
Wis.
0.69P
'Me Steel
SIB'
will-
0.05W
0, 33 Steel Stltl
LB•
9116.
G"V(18Ge)
1/4•0o*A00re MM
F, S7kai, Fe 95 kal
NI
Quellemin.=MI
i=iSr
T
1418•
lamb l PB^ek
FileJBlock TMO60
r
r
r
Jamb l P4mak
R4a.SImc Tl
r
w
TAW
All
SP"U"M Pine G.OS
1'
1•
14r
B
912 Steel SMS(W. 5)
(m1n..13"ad. baymM
melel slIDebah)
NI
S mPlnelS .0.55)
W6
7V
11 WB
800]'IbAM^Inun
Tr
Saw
AM Steel
w8'
105W
an. 33 Steel Stun
Lr'
aces tr Ge
O
!M'Elm Uk Cmt)
F,=155 kµ F, 1T7 keI
A0
Nlkrete(ram. 2.85 by
1•
148'
Jamb/PBook
HNIow BNck(ASTMCB0)
1•
1-114•
114-Elm UltmQMe
n kal
u _
Camnete(min.285
a
2-t12'
MI.
141w
Jamb l PMok
FIue4 Block
TM QD)
2-11r
141T
Jmnbl P4Rok
Hollow Bl«k(ASWC90
2-11r
imVe
lW410SSEk:oCrehFk
Hea4ISIII
Ccnmte min.3.35kol
1'
Jemb/Plink
Concrete min.3.35F,127AW.F,p196.ik
JanblP4ar.k
N.IkaYBbck AST. WO
2-l/r1-1/4'All
So01Mm PI« 60.0.65
1'
1yr
1) %NT4EAS.BQI3QjSATetCNDITION3 REQUIRE ANCHORAGE FROM MORE TNAN ONE OF THE ANCHOR GROUPS ABOVE.
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
3)ALL ANCHORHFAD MIN. FARE 45 KSI. MI BLE.
4)FOR STEELCKVALMIN. FU=-SKBI, USFY=33KBI.
4) FILLED BLOCK VALUES MAYALSO BE USED IN HOLLOW BLOCK PRJGRONS.
MINIMUM
5)ANCHORS MUST BE OF SUFFICIENT LENGTH 60 THAT MINIMUM OF 31HREA06 EKTENO BEYOND METAL SUBSTRATE
ANCHOR NOTES
1) FOR CONCRETEfCMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MLAIAI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS,
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2' THICK FRoomrREVS
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS aaaawplylaa •ilk,b,r
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS Ae�vPY.n�N.LT-0920.0T
DEPICTED AS 2X ARE 1-V2'THICK OR GREATER. IX AND 2X BUCKS FiyLvele. NunBe,T "z,
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS eMay vA4aa C«pY
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.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS 1LL111I a Ill
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1f4^ THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY a0.• -".N
SUPPORT THE ENRRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED _ No. U705
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
GENERAL N07ESAND MAP '%,Fys•`.�onma.
SERIES 670 ALUM. SGD - NON -IMPACT .. 7 ONA� i
O A. LYNN MILLER F
SGDA70 NTS T a 22 a..a P0T0T28 C P.E150705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NO PANEL WIDTH PER TABLES 13
� Jw Jc I
MAX. UNIT 16 $pQ
HEIGHT
PER TABLES I-3 E
rrocrrer I �
/ CONFIGURATIONS
MAX. UNITWIDTH —
NOM. PANEL WIDTH e
PER TABLES 1-3
MAX. UNIT i 1
HEIGHT
�R TABLES 1-3
NOM.
PE
MA)
HE
PER TA
� N iLm711
m
J
�Q.7{ta iEl
MAX UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
MAX. UNIT
i
u
HEIGHT 1
PERTABLES 3 S g
vocAer i 3X y
NO
E
MA)
HE
F
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 )O= IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90- S 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
'X' = OPERABLE PANEL,
'0" = INOPERABLE PANEL,
'p'=POCKET F—DETAILLETTER
,k W = WOOD OR METAL INSTALLATION
VW 'e=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH =NOM. PANEL WIDTH -T'
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
y4 PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866'
_
/d!i4tArl^
fEa{BJiC
fCa fBal
+IVY �
*
m
m
Lli
_
/.G/SA13u.3ao-�!.4d
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4-PANEL CONFIGURATIONS
1 9
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
MAX UNIT
o�
$o
HEIGHT
'
PER
s m
TABLES 13
5-PANEL CONFIGURATIONSWfzs
3 3 1 3
(811)400.f6a1
GEQr. CfAU11L/IRfB9
2 • 22 1 PGTO128
e
moots TABY(..
fib: 1fn,HM16 DMi
A.ttpbeee Ne 17-Oy IpdS
* No. 58705
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
NOM. F
PEI
MAX
HE
96, c
•
_ 1w,fF7ifTXLIfYJ�k7
i�CTq
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MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT t
PERTABLES 1-3
1
m
in
m
m
m
MANm
m
m
�
w
imF�l
imL��.7
�
fm[�'�l
fmll'�l
iV
7-PANEL CONFIGURATIONS
o�o
�H q
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
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
'X' = OPERABLE PANEL,
"O"=INOPERABLE PANEL,
-p- = POCKET
DETAIL LETTER
WW =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-1.866-
NOM. PANEL WIDTH
PERTABLES I3
MAX. UNIT WIDTH
`
3 13
monuc T ftulx
t
1 1 1n
1
1 1 I io
ftwl,c le wi111{lmitla
t
MAX. UNIT
HEIGHT
9
1
I p4
ATbpbett Na -O 30.09
PER TABLES I3
qq
HnWwer
g
POCKET '
TT
; `\� N LY/V v �I, "'
-
:,
8-PANEL CONFIGURATIONSe',1�,
No.58705�
mm! g
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,UTJTECHNIXGGYORNE
N. v£NrcF.Tr..wn
EXAMPLE CONFIGURATIONS
=O :•
%�F''•.,F�DRION, !'��:`
cE87. oPwrN.atmt35'
SERIES 670 ALUM. SGD - NON -IMPACT
SiSIONAL
JR pLDY1) C NO LNANGESTNIS SN£ET.
wrn�vxie�T
yam. yw= w..ewx.
b.
A'�P P.E.
JR 07/NH4
Se 70 NTS 3 wy1 PGT0128
C
E�x 531E�.
GLAZING DETAILS (G1 & G1A)
3/16' T GLASS
74
E RIOR 82
a
3/4' NOM.
GLASS
16 BITE
EXTERIOR
64
3/16" TEMPERED GLASS, TYPE G1
I/4"T GLASS
.
5I
puAl,lac.0Yd.pmr
l+.SkTr,pCp. n
EXTERIOR
.Jc
5
AWMN. nO%
T7,dy
3
GLASS
afi
Ydy(
m
BITE
75
sT
s4
1/4"TEMPERED GLASS, TYPE G1A
.Uarea.me.Cury.uv�E&.4
,M�•+
.
*.eA�a
No. 59705S
GLAZING NOTES:
MP5ERED
GRNG DETAILS
'q•DPIE„N�G•.�•�
S
Z=
O�YNOAIL
rNvreDaFca'gunNLsr.Ansae
S
S670ALUM. SGD-NON-IMPACT
�'•
JR: 0) C NO fJWlGESHISNE.
.ems s s.e �„�
0.LYNNnMILWlE1LP£.
r10 �"
9
SGD610 NTS 4 •� PGT0126
C
GLAZING DETAILS (G2 & 132A)
SILICONE
HOT -MELT BUTYL
STRUCTURAL
1' NOM.
SILICONE
STRUCTURAL
1/4'NOM. FOAM
3118' NOM.
POLYISOSUTYLENE WITH
3/18' T GLASS
WRH DESICCANT DESICCANT
5/8' AIR SPACE
EXT. GLASS EXT. GLASS
3/16' T GLASS
74
EXTERIOR
�y
INT. GLASS
INT. GL SS
�Y 83
3.
KODISPACE SUPER
t24 1rr
124121
4SGTPS SPACER®NXTT"
GLASS
GLASS
BITE
70
55
ALUMINUM
REINFORCEMENT pOLYISO-
DESICCANT FILL AREA
1" I.G. GLASS, TYPE G2
BUTYLENE.
e118'NOM. - SEAL
5/18•NOM.
BUTYLS
SRICONESEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
E)(T: GLASS
1"NOM.
FM. GLASS
1/4' T GLASB
�
IM. GLASS
INT. GLASS
1 /2' AIR SPACE
moouc r REVIEW
1/4'TGLASs
XL EDGE'"
1380URASEALO
74
SPACER SPACER
""`p4""`Np1Jni°2n•
EXTERIOR
LyI,wW 0.te
Y 83
\�
a I�
NBuV DMrP
- 124127 3/4"NOM.
GLASS
BITE
79
55
rI111Il Il/
REFERENCE TESTREPoRT3: FTL6l1], 8988889'r0
�A O14Y IV/LI Y��
1" I.G. GLASS, TYPE G2A
No.58705��
GLAZING NOTES:
"T'=TEMPERED
torola•RMucoroRrvE °i^"`
N VEmrr, n.w]e GLAZING DETAILS
��T `LD ��
6` ••.. Rmg.'�?�
o4msn] �""c"
c[Rr. or:Aum.snae SERIES 870 ALUM. SOD -NON-IMPACT
rrl/INALIII���
ea No cRANces Tars sxEET
rrr °i�5 tiWw M
A, LYNN MILLER P.EFurl.
JR DL2a�r0 Ps
�aaBrN�rL' acDam .22
NIS
PGTo12B C
P.Ek SerOs
Pen#
Desalpaon
Mamrial
124
Kommelling 4S0 TPS Spacer System
See this
Sheet for
125
Ouanex Super SpacernMWith Hot Melt BulN
128
Ouanex Dumseel
Cardinal %L Edge Spacer
-t- q0 / - �0. �
Design Pressure (DP) and Anchor Quantities Required, (tor all approved configurations on Sheets 2 & 3)
For com rastm8al enchnmps on 90•or 139'corril ,see sheet 11
T" applies to all Glass types and
tla Slil okurgel types shown below.
Pos4Na(.) Do My be Pried by
Taboo 1A
Qom ONt
Hear,
0P
1.1.
le"DLO
Anc Group
AnpwGmup
O.Group
AnclzrGmup
A B D
A B C 0
A B
0
A B D D
Das'nPmasun
.90.0/427.1
.80.0/420
.pQo/-1l08
+90.0/-1028
17'
XeaLSill
G.1 G+1 G+1
s
C4a1 Gaf GN
G•t
G+l
GH G+t
G.1 G+1
U•1
UH
0.0
.�nD
10 e 8
B
ID 0 e e
10
e
B B
10 e
6
e
P-0mt
6+] BN 8+] 8N
-.
7.6 7.0 7+9 7+8
Aa
i•a
7+B T+B
T+8 ]+B
T.e
7
O nPmaswe
-ma/-tod3
• 0/400.2
+90.0/42.2
489.3/65J
Zf'
Xre63ill
G.1 G+t Gn G.I
C4.1
G+I
G+1 U+1
U.1
0A.1
G+1
G•1
G•1
G+1 cwt
G+1
0.0
,bmb
10 8 a a
10
a
6 B
10
B
is
8
10
B B
0
P4mpt
3.7
7+8
1+8
7.8 1.8
F..
T.B
T..
T+8
)+a
7.a A
7.8
Durso
.900/428
+873/47.3
+850/d1
+738/-Tda
�"
29'
HmdS
01+1
G+1 C4+1
U+I
G+
G+1 Ga G+1
Gal
G.1
G.1
GH
G.1
G+1 cool
CA+1
0.0
.nmD
10
5 8
8
10
9 8 B
10
B
B
a
10
B 8
8
Pdmk
6+7
6+76-7
6a7
]+B
T+8 I+8 1.8
T a
]+B
t+B
].8
T+B
1 7+8 1 7+8
1 ]+B
.e
IEs nPlm's
.b3.7/81T
.A14/ad4
•71-01-71.6
+ 9/dye
Haedl8A1
G+2 C4+2 G+
•2
U+2
U+2
Ua2
G•2
Ua2
G•1
U•1
U+1
04+1 Coot
G+1
BLA
Jenb
10
to
B
B
9
l0
B
9
B
10
B a
a
P-0ook
1-1fiaT 6.7 0.7
1+B
i+0
]+0
AB
AB
]+8
]•B
7+B
]+B
]+a 7.8
7+8
E
m'npress.
.7711.ne
•T2o/-n
+66.6/d16
am.o/bo
41•
Headcull
G✓t
G•2 G+2 G+2
G+2
G+2
2+2
04+2
G42
G+2
G+2
G@
G
U12 G+2 G+2
0.0
.amb
1D
8 1 e 1B
f0
81
B
e
10
e
B
0
10
0 8 0
PLmk
6.7
9+ 6.T 6N
]+B
7+0
T+B
]a8
7+8
]+B
1+8
T+B
7.8
T.8 1 )+a 7+8
Dram Prassuro
+T15/-R6
+67.4/674
+01.0/61
+5 JI7 J
4T
B®N321
G+2
G.2 G+2
G+2
G+2
G+2
G•2
Dl+
C4+2
G•2
01•2
01+2
G+2
G+2 C4+2
G+2
DIA
Amb
10
8 B
B.
10
8
a
a
10
B
B
8
10
B B
8
m P4x
B6-1it
5+7
8T
)+a
728
T+8
1+8
T+B
Ha
7+8
7+a
7+0
7.0 7+8
1+0
Dwin Plass&re
+6a.f/6af
I
+640/64
a5).B/676
366/a s
53'
Xeed'Sil
G+3
G.3 Ga2
G+2
G+2
G.2
G.2
G+2
U+2
U+2
G+2
G+2
G+2
m1-
G+2
04+2
OLO
lorb
It'lal
B131101BI
BIB
10
1 8
I 8
I B
I 10
I a
1 B
B
P41mk
6.]
I "I Ieq
eN
>+e
).8
T.8
>.8
AB
La
HB
lab
1+B
T.8
T+B
T.B
FOR EXAMPLE ON USING TABLE, SEE SHEET ].
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 Initiation Rating)
Sill Rieer Haight
(+)Design
(Flat or Boz, sea
Pressure, psf
Sheat 17)
Flush-i-12'
sea nota3
Ma -
High-4'
•e0.0
SEE NOTES 1-3
OH LENGTH
OH RATIO =OH LENGTH w IINI
OH HEIGHT 2 OH RATIO 21
SEE NOTE 3
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-12- SILL, POSITIVE WATER OP 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 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.
THE FOI I OWMC. STI F A ASTRAGAI TYPFR RHAI I RF IIRFO FOR TARLF 1. SFF RHFFTS 91 A 99 FOR PART ❑IMFNSIONS AND SHFFTS 1A A 1n FOP ASSFMRI V OPTAII e
Interlock
P-hock
Lockstile®Jamb
Straight Astragal
Assembly
lockstile@
Straight Astragal
904 Astragal
Assembly
Lodstlle@
90'Astragal
1350Astragal
Assembly
Lockstile@
135-Astragal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stle
HeaW4uty5tlle
Heavy-dutyS0le
Heavy-duly531e
Heavy-duty5tile
t ,L7�,Ii�-j
�J�
Standard Astragal
^ ''T�
�i-L��Ii-��-.({`
OutsideC
Irside Comer -II
Outside
Corner
Inside
Corner
Insltle
Comer
�/>�1�
Corner
IrL
Part a60 (xl)
Part p60
Part860
Parta60(Stile)
Partp67(Astragal)
Part 960
Part861(Stilel
Part flits (C rner
Recelver(
Parte119(Out.)
part p120 (in,)
Pad4fil(Sllle)
831&432
(Corn.&Fxd Mount)
(Corn.
Part 461
OFAr.OEAUIH4iaa6
• 22 _ L PGT0128
'�tyONY .....LY1Vf, ,����
Pt1f tICENSF'-•�� .
Yr No. Sa705. P
A'.
TABLE 2-
Beals. Prveaure (DP) ono Ammo, Cu9ntmaa Requl.d, (forty approved oonfigumtlona on Bhaom 2 R 3)
FwcOmeruNpel azlapa on w,r13S comerin8a, eee sma, 11
TeW app5ee l9ea Oleee rypn aN
&'
pP
Nw UOI
pa'
MelIro
teY
B
tA'
Na aweA wrypeo
It
W /B
3-1V .L0
l - DL
BNIe' 010
p - A O
1
+B}i/8' C
4 8 O
lelew. PnBM W DP-V
Mew B0P
arcner m
Ane r lou
ro P
.P
^r mV
^e
--pup
mm�ea b/reusiq.
A 9 C 0
A B 0 D
A B C 0
A 8er C 0
g B L 0
q 0 C 0
A B C 0
A B C n
Pnnme
eW+elell
-4a,
.fuB
+90.1-1210
+p0o/.tl(.a
.p10/-rae.8
+m.0 m.a
.Ba
+eea 8B
li'
GN UH G+1 GN
G
G+1
GH GN GH
LN1
GN GH CN1
G+1
G+1 CN1 dN
GN GN Gq
Gp
G+1
G+1 r:Nl fM+
G•1
GH CNl
GN
]I-
0.0
Jame
+0 8 a a
tB
MIME.
+C
e 8 e
m
e e a
m
t0 to m
+B tB tB
10
f0
IB ro 10
m
IB IB
to
Pt .
na na r.e r.e
IT,
ne
ne r.e l+0
i.e
ne i.e ne
e.p
e.a e.9 e.B
8•B e.p B+p
e.B
eNo
B•tp wlp wtB
B++p
e•fo B.to
a+o
hv Reaaum
•W.01441.8
+90.01-1316
+p¢0/-1]29
K0.0/4116
+90.0/-109
+210/59.1
+90.0/-ALf
+rralw.6
25'
l -sw
LHx
LS+x Cnt C4+1
CS•t
CHt C3+1 CS•1
e5+t
CHl CMl e5+1
OHt G•1
Ct+t
CB•1
LHt
G+1
CHl G+I
LYeI CHt C5+1 G' t
G5+1
GN CB•1
G+1
e5M CN1 c5n
CS•1
3w
m
'no
+z
to e e
tx
m e a
u
+0 e e
Ix ID
6
e
n
m
SO t0
1] l0 10 m
4
10 m
m
12 m 'a
t0
Wmt
Gpi
8.9 0.9 8.9
&9
1 6.9 1 8+91 wB
e.B
e.+ e•6 e.p
9+p 9.B
8+B
He
0.01
8+9
eeB 8.0
Ha Bre are a+9
B.10
wlB 8.10
9.10
B•to 0+10 9+10
9•10
CUMPewvae
.#�OnlIIp
.96o/-11eA
m
40/-loot
.W.o/J8s
KS0/Au
+ei]rav
.860/m.0
0,-71
w
Wsla®
p+]
CS•3 C3.2 G.I
CS.x
LH2 CH2 FS.R
f5+2 C5+2
C5+3
FS+]
C5+] CS•]
WI
Q+t
6.1
GHI
CS.1
GH
d+t CH1 G+t
GM1+1
LHt
C5H GS•1
CSH
Lb+t f5+1 CHI
C5.1
W,
Pl]
ymb
a
10 8 e
12
to e 8
12 10
8
e
u 10
8
a
u
m
m
+0
n i0 ID
+o
Ix
+0 m
m
a m 1D
10
PNtJI
a8
e.e 8.9 a..
e.a
8+2 8+9 e.a
Ha B+9
819
8.9
e.B 8+9
6.9
P9
e.v
ew
e p
8.9
&9 e.8 8+9
a+e
9.to
9410 8+10
0+10
9+10 B 10 9+10
9+10
mY,p Pnulm
W.1-111.e
..,.,"a
.a0.0/f:4
.dne/dsa
+e+.a/da9
.7111.71
.me/. ..e
.ee5/-0e5
3S
Meabau
G.z
cs.x ce.] es.x
V'»2
C6+2
G+2 CH2
CS+z
M+2
CHz
CS+x
G+2
C5+2
C 2 fd+:
CS+x CHx
CS.x G.x
G.x
Cs•] CS+:
W+2
G.:
GH2 G.1
G.1
CS++
cH+ eHl
G0
47
Lto
aent
4
1D e e
1:
+9
e e
1z
10
a
a
u
10
0 a
12 19
10 ID
12
la' 10
10
12
to 10
IB
rz
m +o
+9
P.
a+9
8+9 H9 a+B
bB
e+v
MB e+p
b9
6+9
&B
H9
B+B
bB
HB HB
. ..v
B+B ..9
e.B
a.B 8+9
0.1
WOW-
-1.
BN0
9+10
w10 -v
9N0
Lbelpll Pros"
....1.1o.v
•W.0/d0.0
+BL9/6rd
M10/m.0
N1B/-0SB
+sa6/E88
+b.0/dA0
rIn0/m0
41-
1.1"501
C6+R C8.2 LHx C6.2
C6+2 CH2 C5+] CN2
C8+2 G+2
Ce.2 f5+2
CHx C5.2
0+2 M.2
LH]
C912
CH]
CH2
C5+2 G+2 G+2 CH3
C5+2 CH] CHI CH3
CN3 C1.2 Q•2
CH2
IC
ao
Jamb
12 +o a e
12 19 a e
+x m
a e
lx to
a a
v
+0
19
11
111B m to
a +b +0 10
+2 In m
+o
PMot
w e.v
e.v 6+9 e.a e.G
a.9 e.9
ero e.B
p v
e.6 e.G
e.e
e.e
6.a
e.a
a.B aro e+v e.v
vno v.+o pno v.+o
9.1D v1p e.+o
p.1B
BI
!P
IT
00
BW PNNY9
.8].0/-810
+r12/-rr.]
M
8
+B1B/diB
Not evalbble in tits. dm9
WSw
G3
GC1.2
G+2 O2 G2
G+2
of+3FM
3N
G8+2
W+ I
Ge+
2
JVnre
+a
a e
10
e
e
94e
ne 7.8
+B
rte
r+e f.e 1+0
r.e
r+e
r4a
e
r.e
ePJ
!T
OID
oodn.
UB.2Lr9.3
+T3]/A39I
+610/fi10
+W.O/m.0
Hu819p
20
CN3 G+]
G+]
U+]
G+3 Gq
G.9
CM2 U+3
G.2 G.a
CN2
C.G+2
G+2
Jane
t0
B e
a
10
8 B
B
10 B
0 B
10
e B
9
PJwF
r.e
r+e r.e
>+e
rw
r•e ne
ne
r.e r.a
ra r.e
338
58 7m
7.0
EXAMPLE ON SHEET 9
THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FORASSEMBLY DETAILS.
Interlock
P-hook
Lodcstile@Jamb
Straight Astragal
Assembly
Iedattle@
Straight Astragal
99'Astragal
Assembly
Lockable@
90'Astlagal
135-Astragal
Assembly
Lockstile@
135'Astragal
Heald -duty Stiles
Heavy-dutyStile
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty5tile
Heavy-duty501e
Standard Astragal
outside corner, ,
r`[J` ' IJJ
---�-ls
xL11�.-�p--�1
Insideide Co) met'11
Outside
Comer
bold- �1
Comer
Inside
Corner
Outslde
Corner
e�
Pan k61(x2)
Pantl61
Pan961
Pan061(S01e)
Part 067(Astragal)
Part n61
Pan #61(Stle)
Pan 9138(Comer
Receiver)
Pan #119 (Out.)
Pan #120(Im)
Par1A61(Stile)
Pans p31&d32
(Com.&Fxd Mount)
Pertmi
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-1/7 SILL, POSITIVE WATER DP IS 46.B7 PSF MAX WHEN USING THE 3-1/4-SILL, POSITIVE WATER OF IS 610 PSF MAX.
WHEN USING THE a SILL. POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. OH LENGTH I-
3)4',3-1/4'AND 2-1Y1' SILL HEIGHTS ARE TESTED FOR WATER IN FILTRATION WHEREAS THE I-1/T SILL IS NOT AND MUST ONLY BE USED H
WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT FATED FOR s of ON RATIO 21
WATER INFILTRATION. 0 0
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. ON RATIO = OH LENGTH 1
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTES
tom rL-omeLamomBe 01PA
x IVEHaarm DPANDANCHORAGE
WIVE
JR 04DY1) c RtwsEu rAaLEz�^�+� SERIES 670ALUM. SGD-NON-IMPACT
e o.yr
c9 wlsaH, se0E70 I NMI 7 w 22 PGM128
TABLE 2A:
5111 Melght to Mn. (+) OP
(Water (duration Rating)
Sill Riser Heght
(.)Desi gn
in
(Flat or Box, see
Sheet l7)par
pressure,
Flush -l-1/Y
see noto9
Lew-2-1/2'
+46.57
Medium -3Iw
-W.0
High-4-
+9D.0
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH -7-
OLO HEIGHT=
DOOR UNIT HEIGHT- 10.126'
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866"
Pf*WCf REVRS
Lamp",w do FUeNs
b9Wnpceae O
Aexelax.wne�_pY2o. 9
fapbwh p1e�F2y]�
Mta' PrvdaNCadr991
* No.158705
A.LYMMAIER,PE
P.E258m5
TABLE 3:
Design Pressure(DP) and Anchor quantities Required, (for all approved conflgurationa on Sheen 2 & 3)
For comues[m2d antl,on9e on ST or 135' comerunim, see alai 11
Tabloappllse to an Gass lypee end
the 591e1Astm9a1 tYPea shown
balaw. Pocitke (+) OP maY as
limited by Table M.
D..
tHalghl
BP
SO
ea
BB'
E9- IB' DLO
1B' DLO
7& /B' DLO
AnohorTy
chor a
Anchor ype---Kn—,F0—rTyp
A B C D
A B C D
A e C D
O
A B 0
OevBn msawe
+
17'
Haawsall
+1
G•1 Gal G+1
GH
G+1 Gat G+1
Gat
GN Ga1 Gal
Gai
Gal
Gal
G+1
DLO
Jamb
10
8 9 B
10
B H B
1D
8 e B
10
8
B
8
Ph ok
7+8
1 7+9 7-8 ]ae
7+0
H8 ]a8 ]a8
7+B
T+e TB AB
7a8
1 7+81
7.5
7+8
Casio Pmss.
+80,01-10.5
+90.0/-150.3
+90.0/-13B2
+914/428
37
2-
Hsad/510
C6+2
G+2 C5+2 C6+2
00+2
C8+2 C5+2 C5+2
C6+2
Gat
C5+1
C5+1
C8+1 Gat CS+1 05+1
OLO
Jame
14
12 8 . 8
14
12 8 8
14
12
B
e
14 12 8 B
P4o6k
9+10
9.1019100 9+10
9+10
BHD BNO 8+10
a+10
B+1D
9+io
8+10
9+10 9+t0 0+10 9+10
Pmaema
a90.0/-139.4
+90.0/-130.5
a9p,0/-f20
a90.0/-1f0.B
drsel
( 2
C6+2 C5+z
C5+2
C6+2
C6+2 C5+z C5+2
C6+2
C8t2 C5+2
G5+2
C9+2
C8+2
CS+2
C 2
36
amb
14
12 B
B
14
12 e 8
14
12 8
B
14
12
e
8
vwk
9+10
Ba10 9+10
u10
9+10
a+lo s+10 B+10
9+10
9+10 9+10
0+1n
Pmssua
♦90.0/-/255
+90.0/-1f7.e
+W..0/./07.3
+90.0/-98.762
NSBI
G+z
C6+2 C5+2
C5+2
G+2
C8+2
C5+2
O5+2
CB•2
C6+2
C5+2
G+2
G+2 Ge•a C5+2
C5+2
gDLO
amb
14
128B14
12
6
B
14
12
8
8
14 12 B
eok
9 10
a+to 9+m
eno
wto
ano
ano
eno
e.10
eno
eno
e•1D
9+10 a+1D e•to
0+10
Pmssma
+ROO/-/f51
+90.0/-108
+91O/4182
a90.0/-904Vd/Sig
G+3
G+9
C5a3
C5+3
Gai
C6+3
CSa2
G•2
09*2
G+2
Ga2
C5.2
C8+2
G+2
C5+2
G+2amb
14
12
e
8
14
12
8
8
fd
12
e
B
14
12
e
8
xak
9+10
8+10
BHO
9N0
B•10
BHO
9af0
8+10
9a10
9+10
8+1D
9+10
9+10
9+10
9a1
Pmssma
+0/-83
4T..2/-77.2
+69.6/4i98
♦0.61 6
4P
Hasd16111
G+3
G+3
G+2
G+z
G+2
OP2
G•2
Gta2
G+2
G+2
G+2
G+z
G+2
G+2
G+2
G+2
OLD
Jamb
iD
B
e
8
10
B
a
8
10
B
6
e
10
e
8
B
P4xwk
7+8
HB
MB
7•e
lag
HB
lag
7+8
7+8
7a8
7+8
7.8
1+B
Ag
7.8
7a8
DOM11Pressure
a79.21-7
2
+1a3/-713
+66/-06
+5B/4i8
1.
Hud/SBI
C1+3
G+3 C4+3
G+3
G+3
Gai Gai
Gai
G+2
G•2 G+2
G•2
G+2
G+2 Ga2
G+2
or
DLO
Jamb
10
5 e
a
1D
01 B
I a
10
B B
0
10
B 8
e
P4xgk
1 7+e
748 1 7+8
7+8
]+8
7+8 1 7+8
1 7+3
7481
740 7+11
1 7+5
7+5
7+6 T+B
7a8
TABLE 3A:
Sill Helghtto Ma1L (+) DP
(Water lnfilVa#on Rating)
Bill Mae r HeigM
(+)Design
(FlatBox, see
Sheheet ti)
Pressure, Psf
Flush -1Al2'
see note
Low -2-112'
+4 u
Medum-3d/4•
+wo
Hlgn-4'
+wo
SEE NOTES 1J
OH LENGTH
OH RATIO a 1
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 3.114 SILL, POSRNE 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 MAYBE 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 USING TABLE, SEE SHEET 7. REQUIRED.
DLO WIDTH = NOM. PANEL WIDTH -7' Q JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT= DOOR UNIT HEIGHT-1.866'
I nWn In I.. e a eeToenm rvoae 0... I LAC .Isar, ena Teal F 4 sac O.cFTs 01 s 99 eno Darn n1aaCAlclnuS eNn cuCCTn 1A C +a cnn eeeCsnni v nCTee e
Interlurk
P-hook
Lockstile@Jamb
Stralght Astragal
Assembly
Wckstlle@
' Straight Astragal
90-Astragal
Assembly
leckstile@
90'Astragal
135-Astragal
Assembly
Lockstile@
135-Anragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-dutyStile
Heavy-dutySdIe
Heavy-dutyStile
Heavy-duty Stile
Heavy-duty stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Astragal
e.
Outside Comer
lm,de Come—
Outside
Com
Imid
Corner
Insi e
Corner
Olnsitle
�
[omer
e�
�I
Part MI(x2)
Pan#61
pan #61
Pan 961(Stile)
Part #6g(Astragal)
part *1
Part H61(Stile)
Pan 9118(Comer
Receiver)
pan 9119(out)
Part 0120(in.)
Part #61 (Stile)
Paris #32&A32
(Com. & Fxd Mount)
Part#61
fIM. CFPORL/�l
soam9 NTS 1 8 a 22 PGTO128
u tanPlltea elm ae FBdl1
�. ,° No. 58705 `.,
SEE
SPLICE
NOTE,
THIS
O.C.
24' MAX.
O.C.
NOFRAME '8+9'P-HOOKANCHORAGE COP
JAMB (8)P-HOOK ANCHORS,
REQUIRED (PERPENDICULAR TO GLASS
EXTERIOR PLANE) SEE TABLE 2, SHEET
POCKETS AND
SEE POCKET (9)P-HOOK
JAMB MOUNTING
INSTALLATION, ADAPTERT
THIS SHEET ANCHORS MIDWAY
& SHEET 14 BETWEEN P-HOOK
T` ANCHORS &AT 3'
FROM TOP&
i
Lf,j,; •.,, BOTTOM
SEE'CS"CLUSTER MAX.UNITWIDTH — SEE"C5"CLUSTER DETAILS.
DETAILS, SHEET 10 FOR REQUIRES "C6° SHEET 10 FOR INTERLOCK
INTERLOCK � CLUSTER,SEVE
\ � PANEL WIDTH 42° NOM. DETAILS, SHEET 11 /
\_
yEr_n_w
=FRAME
m ANCHORS
14'MAX O.C.
-B• MAX. TO OPENING �QQ log �d
EDGE OF POCKET SEE S m, I
O m=P-HOOK
INSTALLATION iE$ Gl
ANCHORS
DETAILS 'Ve&Ho', i�� ®i lol
PZR o=p-HOOK
ENO PANEL
SHEET 148 PART ¢ I{!
p MOUNTING
HORS) CHORAGE
DETAILSI�m,
SHEET I9F R �$B �- J I�
TER
((AN
P-HOOK c_____sMNL l
ANCHORS
"+2"
ANCHORAGE
ANCHORSENDPANEL x' x
x x z xANCHORAGE x `�
-"�
(SEE SKETCH BELOW) �xaT
x' x z z x x'
CENTERLINE
6'MAX, TYR ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1
2.04"
EXAMPLE: 5-PANEL 2TRACK 90°OUTSIDE CORNER- XXM%O-EXT. MOUNT POCKET ANCHORAGE PLAN:
42' z 96' NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2. SHEET 7)
ANCHORAGE EXAMPLE NOTES'
l 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2)ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES I3, SHEETS 5-81
I
CENTERLINE OF
NOM4T
.
l INTERLOCK HEAD & SILL: B' MAX. FROM FRAME CORNERS. USE
PANEL
SEE'CS'CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
WIDTH
DETAILS, SHEET IO SHEETS 63 AT EACH INTERLOCK AND STRAIGHT
FORINTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
°+Z'ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"
- --
O C MAXIMUM
vlt unt JAMBS & P-HOOKS: 6" MAX FROM BOTTOM, 21' MAX ANCHOR PAIR O.C. (JAMBS), 14' MAX ANCHOR
PANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 64. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14.
+2"ANCHORAGE
REQUIRES SEE'CS, CLUSTER END PANEL
CENTERLINE CENTERLINE
°C6' CLUSTER, SEE I-� DETAILS, SHEET 10 ANCHORAGE-
DETAILS,SHEETII INTERLOCK FOR ASTRAGAL _CENTERLINE
(2 ANCHORS)
4.051" , I I +1 I 1 3.5" 1 1
EXTERIOR CENTERLIN/ OFPANEL 3E+2°ANCHORAGE-/ I-CENTERLINJ
OFPANEL 4
SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS
[ER7.OFAUM. �'
L
21"
MAX.
O.C.
6 MAX
1--CENTERLINE
OF PANEL 5
UNIT
SEE'C5'CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
- 24' MMAAXX...O.C.
• 8' Nuix.
x z—T
4 PAIRS OF
ANCHORS
(TOTALS
21' MAX. ANCHORS)
D.C. PERJAMB
x z-� (SEE JAMB
r DETAIL
BELOW)
END PANEL
ANCHOPAGE (SE E
SKETCH BELOW)
ANCHORAGE
SPLICE NOTE:
NONSTRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
OR HEAD OR SILL IFA SPLICE
OCCURS AT THE P-HOOK.
M0LC766Vy
Mr,tiul C�e4.��L�P
Amp4zro N.,L'J_py7n.n5
2-TRACK
FRAMEJAMB
ANCHOR PAIR
8"
MAX. � \\\uiluNyi -
No. 58705
y, mom. pv.y ALYNN MLLER P.E.
JR 0m, ,u�ix,m�y _6G6670 IJT$ 8 . 22 PGTT112B C PP.C50T05
ASTRAGAL OR (..SPLICE
INTERLOCK --I IF NEEL
CENTERLINE I
1.75"
ASTRAGALOR I (FORSPLICE ASTRAGAL OR
INTERLOCK"( CONDITION, SE INTERLOCK
CENTERLINE.,J�Ov CLUST RDETAIL CENTERLINE
7- 7" "13.5' F'7
q•
2.04° 2.04'
I
4"DIAG.
E%T�EIR,IOR ]• E �lR,IOR ]• ,
v 2-TRACK FRAME HEADISILL `� 2•TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK
\(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER /
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED, "CS)
ASTRAGAL-ORZSPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK IFNEEDED INTERLOCK-- CONDITION, USE
CENTERLINE CENTERLINE I 'C6" CLUSTER DETAIL)
3.5" 3.5"
2.04"
4.08' 4.08'
E%�EFTtWOR 7„ EXTJE'R�IOR T 4-DIAG. EXTTEnIRI
V XTRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL V
a ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,"C5")
ASTRAGAL OR (.,.SPLICE LOCATION ASTRAGALOR (FOR SPLICE
INTERLOCK�-I IF NEEDED INTERLOCK CONDITION, USE
CENTERLINE CENTERLINE I •C6' CLUSTER DETAIL)
--I C 1.75"
3.fi' ---
DR
2.04'
a^ OwG.
EXTFERI
C7 4-TRACK FRAME HEAD/SILL
ft ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
4' DIAG.
2.04'
5.37"DIAG.
4.
E%TTET'�RIOR
7"
V
4-TRACK FRAME HEAD/SILL
Cd ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'CS")
f5N LEpPKLOOYORIN
N. VEMOEfL,W75
(Wf) o-1,
r ( AN1Ne
I JR 1 a4N5'17 I C I NOLHANGEST SSHEU..
1
2.04" 2.04'
21" Exr_ ewOR
D.C.
2.04' 21'
1 5.64' MAX.
1 7- - 3.5" �— O.C.
2-TRACK FRAMEH MILL
ASTRAGAL ORINTE OCK �2-TRACK
(USEWHERE6CLUST FRAMEJAMB
ANCHORS ARE REQUIRED, ") ANCHOR PAIR ml
6"MAX
4-TRACK
ASTRAGAL OR SPLICELOCATIO 6'DIAG. FRAMEJAMB
INTERLOCK IF NEEDED EJnF ERIOR ANCHOR PAIR
CENTERLINE 85"
7'
ANCHORS MAY BE INST
21" THER IN THE INT.
4'DIAG. MAX. TRAC .SHOWN)
O.C. I
oR
NOTES:
5.64"
T. ALL DIMENSIONS SHOWN
�Z2.04'
ARE BASED ON MIN.
3.5'
ALLOWED.
3-TRACK
FRAME
HEAD/SILL
6"MAX.
2. FOR HEAD OR SILL SPLICE
0 ASTRAGAL OR INTERLOCK
LOCATIONSIANCHORAGE AT
(USE WHERE 6 CLUSTER
3-TRACK FRAME JAMB
P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,'C6")
ANCHOR PAIR
1ROORrUCf6LV1�1
(FOR SPLICE
FOR SPLICED
6 tPtA'Nq
ASTRAGAL OR
INTERLOCK
CONDITION, 00 NOT CONDITIONS ONLV:
USE THIS DETAIL) SPLICE LOCATION
btlmuMpift
Aaeol:nae Ne 17ro47"07
•
EWi1.,lnn mm ..
CENTERLINE
3.5' Imo--
IFNEEDED
17" 3.5"
2.04' 4'OIAG.I 2.04'
4" OwG.
3"
2.04"
1uu01
EME'RLIOR ]• 3.5• ,�otV LYAfV
4-TRACK FRAME HEAD/SILL �10ENSF•����'
'•. P c
Cal ASTRAGAL OR INTERLOCK No. 56705
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6°) -
WITH& WITHOUT SPLICE CONDITION
ERIES 670 ALUM. SGO- NON -IMPACT
''.
SGoaro NTS f0 + 22 PGT0128 C
2.04' 2.D4' NOTES:
INTERIOR 2.04' IMEWOR 2.04'
1. ALL DIMENSIONS SHOWN
INTERIOR INTERKR T ARE BASED ON MINIMUM
4' DIAG. 4' DIAG. 8-94" ALLOWED.
6.72' 8.12' 35' 3.5' 2. DETAILS DEPICT ANCHOR
INTERIOR IMERIOR i" INTERIO INTERIOR QUANTITY AND SPACING,
90° 3. ' 90° 3. 1 ° EXTERIOR 1 AND WOULD BE IDENTICAL
E%tERIOR FOR EXTERIOR OR INTERIOR
EXTERIOR 4'DIAG. 4-DIAG.
CORNER CONFIGURATIONS.
'ft' ANCHOR
3.5' q. 3.5' 4' 3.5' 3 4°
2.04' E%TERIOR 2.04' E%lER10R 2.04' EXfrRpR 4' 2.04" T 8.94'
90' CORNER 90' CORNER 135' CORNER 135' CORNER CENTERLINE
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL OF PANEL
(USE WHERE 4 CLUSTER (USE WHERE 5OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,'06') ANCHORS ARE REQUIRED,ANCHORS ARE REQUIRED.*C6') '*2"ANCHOR
4.08'
NTER'OR
EXTERIOR k
2.04'
•+!'ANCHOR °4. 4'DIAGmoR3.5' INTEaIoa 74CENTERLNE
0= 7• 1ERIOR I —
OFPANEL
T'+3'ANCHOR
4.08' 4.015.37' S.37' G.CENTERLINE 2'04'3.5" OFPANEL3.5"E%TERIOR 4" 3.5ON
rEXTERIOR 7"IOR "*2°ANCHOR 7'• 4"DIAG.
90°CORNER 135'CORNER EXTERIOR ALL CENTERLINE OFPANEL
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V VIEWS 2-TRACK FRAME HEAD/SILL
('26' ANCHOR CLUSTER REQUIRED ('96' ANCHOR CLUSTER REQUIRED L INTERMEDIATE ANCHOR LAYOUT
ATALL 3-TRACK CORNERS) ATALL3-TRACK CORNERS) 4'Du\G. PR09ucrucvz Qb
maH^raluftn ft
INTERIOR 6j]L
INTERIOR - 2.04' � " r4'ede
3.5' e..`e N.1 q
a4' ERloa 5.88" .12' CENTERLINENTERIOR OF PANEL
135°04' I '+3'ANCHOR
! 1
6.12' Lj 4'DIA=Qr��
6,12'• f N 4,08'
T EXTERIOR ,
4' Tlllnnq
2.04' 4'DIAG. 3.5' 3.5'
EXTERIOR 7" EXTERIOR 4 II�CENTERLINE `\ 9N.....1.'IN
90°CORNER 135'CORNER 2.04' I OF PANEL
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL •,p
*
("C8'ANCHOR CLUSTER REQUIRED ('CB'ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL Na.58705INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) ❑� 1-r---:-
aR o .? c ND mANOESTxrssxEEr. 4•eRr.OEAURr m SEWES 670ALUM. SGD-NON-IMPACT -T'TTi'A
Lnaref ue trom�n�e� ® wwe NMI— pwV— s A. LYNN MILLER V.E.
.w 0]I.YVis m.ue s0o-ero NTS 11 a 22 PGT0128 C REAee745
INSTALLATION DETAILS r
EDGEDISTANCE 1
SEE TABL
A, SHEET 1
1EXTERIOR44E
V4•
MAX
SHIM EXTEMOR
MBEDMENT: -T 1�5 J T
SEE TABLE I 0
SHEEI
T
2X WOOD WOOD ANCHOR TYP.,
1.
SEEANCHORNOTES'
NOTE 3, SHEET &TABLE A. SHEET
®2-TRACK FRAME HEAD
WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEEANCHOR
NOTE 5, SHEET
I (1PP MAX.) j
EXTERIOR I
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET
®2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
TYP., SEE ANCHOR —
NOTE 3,SHEET, r
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR =
V 114' MAX. SHIM
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1l16"
114'
--�— MAX.
SHIM
EMBEDMENT: SEE TABLE A, SHEET,
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/1B'•
2X WOOD WOOD ANCHOR TYP., METAL TYP., SEE SMSANCHORTYP.,
TYP., SEE ANCHOR SEEANCHORNOTES TABLEA&ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET, &TABLE A. SHEET, NOTE 4, SHEET &TABLE A, SHEET
B®3-TRACK FRAME HEAD 4-TRACK FRAME HEAD • DIAGONAL O.C. IS
w WOOD INSTALLATION METAL INSTALLATION MIN 4• (HEAD & SILL)
OR 6- (JAMB) SEE
WOOD ANCHOR TYP., 2X WOOD SMSANCHORTYP., METAL TYP., SEE DETAILS, SHEETS 10&
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLEA&ANCHOR
SEE & TABLE A, SHEET, NOTE 3, SHEET, SEE & TABLE A, SHEET 1 7 NOTE 4, SHEET 1
ANCHOR ANCHOR
NOTE 5, NOTE 5,
SHEET I I SHEET,
(1/4' MAX.) - J. (1/4" MAX.)
EXTERIOR t EXTERIORT
MIN, OF 3 THREADS BEYOND
THE METAL SUBSTRATE
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
EDGE DISTANCE: 2X WOOD
SEE TABLE A, NP SEE ANCHOR
SHEET 1 NOTE 3, SHEET i
T—T
2-TRACK FRAME JAMB
WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET i
EXTERIOR
114'MAX. SHIM
EDGE DISTANCE:
SEE TABLEA,
SHEET
3-TRACK FRAME JAMB
Hw WOOD INSTALLATION
N VFN#£, R.9ITlb
(BII)1&}f&q
(n1T, pFNIlR tN160
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
TYPES PER TABLEA,
SHEET 1.
MIN, OF 3 THREADS BEYOND
THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLEA, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
4-TRACK FRAME SILL
Fw METAL IN STALLATION
EMBEDMENT: SEE
TABLE A, SHEETI NtppuCfREVEi�j
umgTtq„iaWETrW
vp 4
EDGE DISTANCE: Aaadua R' 1T
fw"�'�1p--A}(-�.}ie•19.o
METAL TYP., SEE TABLE A,
C
TABLEA&ANCHOR SHEET q 6L�t���•�
NOTE 4, SHEET 1
SMSANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF `1TpuugT
THREADS
E%iEpiOR BEYOND THE �q�.••"""-
TT METAL �10ENS4.
V SUBSTRATE _w'
1/4"MAX. SHIM D : Np'�
07tOia w m..wanc°eic I �° I a_ I MS 1 12 > 22 I �"° PGTBf28 C I a E Ru sems P.E. /X✓/4 cw ,valmm,umvm
INSTALLATION DETAILS
CONCRETE
EDGE DISTANCE:
TABLE A SHEET
PER TABLE
A, SHEET 1
2-1/16"
EXTE�RIOR
.�:. • , ( 1
MBEDMENNT:
EE TABLE A
SHEET I
1
CO ANCHOR TYP.,
SEE OB.NOTES-&
TABLE A. SHEET 1
SEE ANCHOR
NOTE 5, SHEET
1 (1/4" MAX.)
EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A. SHEET I NOTES:
S EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS
1 CRE1E SEE TABLE A, SHEET I CONCRETE SEE TABLEA, SHEET I SHOWN ARE BASED
E TABLE 2-i/16" PER TABLE 2-1/16"' ON MIN. ALLOWED.
HEET1 A,SHEETI 1/4' •DIAGONAL O.C. IS
1 ''4 MIN 4- (HEAD 8 SILL)
Tr1' SHIM OR 6- (JAMB) SEE
EXTEROR 1/4' EXTERIOR DETAILS, SHEETS
MAX. SHIM SHIM
� 10&11.
JJCH RTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETEANCHCRTYP.,
INO S& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEEANCHORNOTES&
:ET ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1
N 0 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
CONCRETE INSTALLATION S CONCRETE INSTALLATION
SCU D1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECUREDIX
—WOODBUCKTYP., EE SEE ANCHOR NOTES& WCOD BUCK.TYP., SEE SEEANCHORNOTES& WOODBUCKTYP., SEE
ANCHOR NOTE 3, SH 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEA CHOR SEEANCHOR
N TE 5, NOTE B.
S ETI SHEETI
(1/4' AX) - 1/4 MAX) - 1.1
EXTERIOR I
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A SHEET,
EMBEDMENT: SEE
TABLE A SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP.,—
SEE ANCHOR NOTE 3,
SHEET 1
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A Ii
SHEET
EXTTE'IRIOR
V 1J4" MAX SHIM
2-1/16"' 1
DONOR EDGE DISTANCE:
PER TABL SEETABLE A, SHEET
A SHEET EMBEDMENT: SEE TABLE A, SHEET 1 —
J. 63-TRACK FRAME SILL
CONCRETE INSTALLATION
\ EMBEDMENT: SEE
TABLE A, SHEET 1
CONC./CMU ANCHOR c
7' SEE ANCHOR
EDGE DISTANCE NOTES & TABLE A
SEE TASLEA SHEETI
SHEETI
2-1116"'
CONCRETE
OR CMU
PERTABLE
A, SHEET
WOOD BUCK TYP.,
ANCHOR NOTE 3,
SHEET 1
CONCRETE
PERTABLCONCRETE
EDGE DISTANCE:
A, SHEET 1
PER TABLE
SEE TABLE A SHEET I
A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEEP i
4TRACK FRAME SILL
Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A SHEET I I
,,. I, 1
��
ptpp. n
SEE TABLE PROPERLY SECURED
SHEEP 1 IX WOOD BUCK TYP.,
sRF nununrz.nT R
2-1/16"
CONCRETE
IR —j U4. A. SHEET I
1/4-MAX. SHIM -+I1 --
3-TRACK FRAME JAMB BHe CONCRETFJCMU INSTALLATION
IWOTECHNOlnOYORNE
NVEX(,E',R,M216 T—j11
�11)1 V1Y0
CERT.OFAVfNRB7B8
SHEET 1 1
CONCJCMU ANCHOR Q
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET 1 5
EMMA 1
F
1/4' MAX SHIM
EDGE DISTANCI
SEE TABLE A.
SHEET 1
2-111V'
CONCRETE
OR CMU
PERTABLE
A. SHEET 1
SGu I MS 1 13 d 22 1 PGTO128
Am
*: /1 No. M70.55
'•11111111"
A LYNR MILLER, PE.
P.E.455105
INSTALLATION DETAILS
FRAMEJAMB
REOUIREDATALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHE ETI P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
EMBEDMENT: SEE ANCHOR NOTES
28 & TABLE A, SHEET 1
SEE TABLEA (ALSO SEE TYP.
SHEET 7 I ILLUSTRATION, SHEET 9)
J TABLEA,SHEETI EMBEDMENT:
SEE TABLE A,
P9RIpP SHEET 1
PHOOK WOOD ANCHOR TYP., P-HOOK
SEE ANCHOR NOTES CONCRETE OR
& TABLE A, SHEET 1 CMU PER TABLE
(ALSO SEE TYP. 2.893°MIN. A, SHEETI
ILLUSTRATION, SHEET 9) EDGE DISTANCE
®P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS #18,#20,#220R#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN
(SEE TABLES IA, 2A& 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEE ANCHOR
P-HOOK MOUNTING OR
N0TE 4, SHEET I;
MIN. OF 3 THREADS
ADAPTER EMS MUPRET BLE
TABLE&SH SHEET
TABLE SHEETI CMU PESHEET1�
ANCHOR TYP., SEE
A• SHEET 1
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
29 &TABLE A. SHEET
(ALSO SEE TYP. EMBEDMENT:
ILLUSTRATION, SEE TABLE A,
EMBEDMENT:
! SHEETS) SHEETI
SEE TABLE A,
—EDT DISTANCE: SEE
SHEET 1
TABLE A SHEET 1
P-HOOK SMS ANCHOR TYP., J EXTERIOR
SEE ANCHOR NOTES n
& TABLEA SHEET I V
(ALSO SEE TYP. 2fi93' MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS #19. #21, #23 OR #25
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A& 3A MOUNT
FOR WATER RATINGS) ONLY
I JR 1 #49Y7 I C I NOCNPNOESIHISWH .. I
r:xr. orAum lwae
EDGE
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
CMU
ILLUSTRATIVE
ANCHOR TYP., SEE
PURPOSES ONLY. SEE
ANCHOR NOTES &
TABLE A. SHEET 1 FOR
TABLE A. SHEET
ALLAPPROVEO
SUBSTRATES.
1-1/4' MIN. EDGE DISTANCE
ADAPTERCONCJCMU
ANCHOR TYP., SEE
��•- ANCHOR NOTES& TABLE
EMBEDMENT: SEE A. SHEET
TABLEA, SHEET 1 IALSO SEE TYP.
LLUSTRAT0N,, SHEET 9)
®P-HOOK FOR USE WITH FLAT SILL RISERS
Jc PARTS #18, #20, #22 0R 924,
CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA. 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) EXTERIOR CONDITION
EMBEDMENT: SEE
TABLE A SHEET 1
P-HOOK CONCJCMU
ANCHOR TYP., SEE
P-HOOK MOUNTING
ADAPTER CONO/CMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
A SHEET I
(ALSO SEE TYP.
_ ILLUSTRATION, SHEET 9)
1-1/4' MIN. EDGE DISTANCE
"WRIOR
V
A, SHEET I I�� 2,893' MIN.
(ALSO SEE M. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
-Kc PARTS #19, #21 #23 OR #25,
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA, 2A 83A MOUNT
FOR WATER RATINGS) ONLY
ss AITS L14 -22
3. SEE TABES 1J,
SHEETS S-B FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES
ALSO SEE EXAMPLE
ON SHEETS.
1'R000Cl gEY7BEq
Otlr mew Cagy
2~'' JCENEp •..Y
No. 5870.5
0. LYIdWl1AIEA. PE.
PEA Y 05
CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'Aw' &'Ad,
SHEETS 12 8 13 T
MAX..
PANEL
HEIGHT
L
MAX
UNIT
--
WIDTH
MAX. UNI'
MAX.
NOM, PANEL WIDTH
DLO
TYP. PER TABLES 1-3
WIDTH
INTERIOR
"l
EXTERIOR
913°
PANEL
PANEL
PANEL
TYPE
S
PANEL
CORNER DETAIL N2,
TYPE
•OS•
'A
'AS'
TYPE
SHEET 19 & CORNER
'K'
ANCHORAGE SHEET 71
NOM.
UNIT
PANEL
MAXMAX
HEIGHT
OLD HEIGHT
DLO PER
INTERLOCKDETAIL
'M', SHEET 79
WIDTH TP.
SEE
PER
HEIGHT TABLES
EXTERIOR
INTERIOR
NOTE 2
TABLL�,,E...S 1-3
1`3
,..r�
b
SHE
JAMB DETAIL GT,
18; INSTALLATION D TAIES
x
1
'GW &'Gd, SHEETS 12 & 13
90°
SILL DETAIL'D', SHEET 18:
INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER 4 PANELS - XX/XX
'Dal & T70', SHEETS 12 & 13
#10 X 1-112°
PH SMS
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FCR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14FOR 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.
CERr.OF.WMA18Ae
sauero
DLO WIDTH =NOM. PANEL WIDTH-7-
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866-
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* i No. 55705
CONFIG. E)AMPLr—INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEE
��'M', SHEET 19 OPERABLE JAMB DETAIL'G3'. SHEET 18:
( INSTALLATION DETAILS'GW &'Gd, SHEETS 12 & 13
IXED JAMB DETAIL'GE', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18:
BHEET 18; INSTALLATION DETAILS'L1' 8 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW &'we,
DETAILS'Gw' &'Ge, L2, SHEET 19 'AV/ &'Ac', SHEETS 12 & 1� �SHEE7S 12813
S 1 90°
SHEETS
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
'D'
IN
MA
/
NOM.
PANEL
/
/
HUN
EIC
WIDTH TYP.
PE
MAX.
PER
SEE
TAB[
DLO
TABLES13
NOTE 2,
1-I
HEIGHT
SHEET 11
a
a
O
MAX UNIT WIDTH —
C.
T
HT SILLDETAIL
i 'D', SHEET
ES 18;
INSTALL
DETAILS
'DW &'Dc',
SHEETS 12.
jE
PANEL
A,
TYPE
CS
NOM.
PANEL
MAX.
WIDTH TYP.
DLO
PER
HEIGHT
TABLES 1-3
b
a
PANEL
TYPE
'OS'
MAX
DLO
NIDTI
TYR
PANEL
TYPE
K. MAX.
UNIT
HEIGHT
PER
SEE
TABLES
NOTE 2, 1-3
HEET 16
a
( &13 X X X X
`\ L'
L SEE FRAME & I\
PANELCORNER SILLDETAIL'D', SHEMAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dd&'DN, SHEETS I2&13 EXAMPLE: 90'OUTSIDE CORNER -XXIXX(2-TRACK)
JAMB DETAIL'11% SHEET 1 B;
ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION OETAILS'IW &
L2, SHEET 19� .k\ INTERLOCK DETAIL'M', SHEET 19 le. SHEETS 12 & 13
HEADER DETAIL
L JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'M, SHEET 'B', SHEET 18; r , .�
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw, INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
'HW &'He', SHEETS 12 & 13' 'Jc,'KW &'Ke, SHEET 14 DETAILS'Bw' &'Bd, DETAILS'Iw' 8'Ic', SHEETS 12813 -
SHEETS 12 & 13
MA}
HE
F
TA
Fes--- MAX. UNIT WIUIN
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
j
. UNIT
'R'
'L'
M.
NOM.
IF,I
GHT
ER
PANEL
WIDTHTYP
o�
ILES
-3
MAX.
DLO
HEIGHT
SEE
NOTE 2,
SHEET IS
PER
TABLES 1-3
ss
�' 2
� I
a
O
x
----
EXAMPLE: OXXXp SILL DETAIL'E'. SHEET I8;'
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ec, SHEETS 12 & 13
CURT. CFc waxes
�--- MAX. UN IT WIDTH �I
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'M'
V
'F
P.
MA
NOM.
UN
PANEL
HEIC
WIDTHTYP.
/
PE
SEE
MAX.
PER
TABI
—NOTE 2,
DLO
TABLES 1-3
1-
SHEET I6
HEIGHT
*x
Uj
i
I
L:X=
0
Ij
EXAMPLE:XXXO
(4-TRACK, BY-PASS)
g
JAMB DETAIL'GY. SHEET
18; INSTALLATION DETAILS
'GW &'Be, SHEETS 12 & 13
M', SHEET 19
90' OUTSIDE CORNER
DETAIL NV, SHEET 19 &
CORNERANCHORAGE
SHEET 11
IWRRIOR
EXTERIDR NOM. PANEL
WIDTH TYP.
PER TABLES
w
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'CW &'Cc'. SHEETS 12 & 13
C.
T
HT
L
ES
SILL DETAIL'P, SHEET 18;
INSTALLATION DETAILS
'Fw' &'Fe', SHEETS 12 & 13
f. SGD - NON -IMPACT
w nw
16 a 22 PGTD128
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N
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
SINGLE
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LOCKSTILE
ASTRAGAL
ASTRAGAL
ASTRAGAL
ASTRAGAL
INT CORNER
EXT CORNER
ExT CORNER
INT CORNER
E COR ER
EXTCORNER
INTCORNER
TYPES
INTERLOCK
OUT
INTERLOCK
IN
Um
W/HANDLE
BT
OX OU
BOXIN
BOXWT
W/HANDLE
BOX IN
W/NANDLE
90 LOCKSTILE
W/HANDLE
Be LOCKSTILE
W/HANOLE
90 RECEIVER
W/HANDLE
9D RECENER
WIHANDE
90RECENER
ECEIVlJI
35 RECEIVER35
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W/HHA�NNDLL(E
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SA
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ASTRAGAL
BOXour
PANEL NOTES:
W/ HANDLE
(bmrovp
1. SEE DP TABLES 1-3. SHEETS 6-8 FOR PANEL
ASTRAGAL
IN
QINIERIOR
SIZES 8 DESIGN PRESSURE.
JBox
WIHANOLE
reorko
LEFT
RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF
PANEL
EX ERIOR
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
F-
ASTRAG4
T
U STILE
STILE AND ARE NOT AVAILABLE.
(n
BGx olrr
RKixwD
D+DXWID
3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
F
LL
ASTRAGAL �
T
PANEL'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (#61), CORNER RECEIVER (#11B)AND EITHER
U EXTERIOR(#119) OR INTERIOR (#120) CORNER
W
Box IN
APPLICABLE
STILElASTRAGAL REQUIREMENTS.
ASTRAGALS.
J
INT CORNER
RT
kmM
4.135- ASTRAGALS TO USE HEAVY-DUTY STILES
V%
90 LocKsr US
RT
^I
`
(#61) AND CORNER ADDON(#31).
J
W/ HANDLE #12
EXT CORNER
SILL RISERS
OPTIONS
Z
Z
dW/HANDLEk119
90 LDCKSTM1E
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80 RECEIVER
WIHANOLE
QT
CT
QS
CS
23T I .232'
EMERIOfl I EXTERIOR
/L�
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EXTEROR EXTERIOR .062'
.052'
a 4.055 MOGBCf BEVIp'®
12 3.305" u�w�' Fb�
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90 RELENER
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WIMAN IVER
W/NANOLE k01
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35RECEIVER
VT
WT
VS
WS
VF
WF
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E%TERIORw1e,
IF .]6P
I� .]50' EXTERIOR
I'� ]50' E�I� .082'
EXTERIOR � .p62. a
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p p.OB2'
2.5`�5'
3.305'
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RISER,
BOX
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RISER, BOX
19•
21
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25 HIGH 4'ER,
M, 3.14""BOX
23 M DIU`*: No. 6705 ,•PS
2B0XI`
FLUSH
LOLW.
9:
'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8
1DrorECHNacpvpavE °-^�+^ 'D.(�-. sr 30
W. vE ZH.3V'Ib
ryH1E,I1W
PANEL
TYPES ',i�`s''.`Toemn,:'��4;:
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CERr. OFAYTH. F1&95
SERIES 670ALUM. SGD-NON--IMPACT ''.S/pNAL1ENC10
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A. LAWIt1 RP.E.
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A Ov1aT4
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B saparo NTS 17 a 21 PGT612B C P.Ek5w05
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
m6 OF JAMB —..
Gt
-
5 G3
60 OR 61 2-TRACKJAM13
2-TRACK JAMB
6'LONG CLIP #105
105 (SHOWNWIRETA8
MIDSPAN (SHOWN WITH
(SHOWN
WITH
OPERABLE
PANEL)
yl FIXED PANEL TO
lJ THE INTERIOR)
I�I 2MERIOR 103
V
LOOK PAR '
113 75&107-11
�L,E%TERIOR
vv
15
123 FULL LENGTH W
OFJAMB 2-TRACK JAMB
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12
40
51 52
6
2-TRACK JAMB
WISCREEN
W7 RETAINER #123
(SHOWN WITH
FIXED PANEL TO
W OR 61 THE EXTERIOR)
53
TERIOR
EXTERIOR
SHOWNWITH 2-TRACKW/SCREEN
OPT.SCREEN A FRAMEHEAD
TRACK
EXTERI
a
2-TRACK W/SCREEN
0 FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR OP (PSF) ASSOCIATED WITH STILE.
can. WE ../tERle
10fi NLL PANELJAMBLENOBI
600R 61 105
LOCK PAR
75 & 167-11 17
0 OR 81
6 5
5 SEE DETAIL G7
FOR FIXED
IN PANEL CLIP LOCK10A
SEE DETAIL 02
103 FOR FIXED
PANEL CLIP 5 103 80 OR 81
5
16 T
800R81 IT�TI E% ERIOR
15E%TERIOR $EaLERIOR3-TRACKJAMB 3-TRACKJAMB 4-TRACK JAMB 4-TRACKJAMB
(SHOWN WITH N3 (SHOWN WITH 11 (SHOWN WITH (SHOWN WITH
OPERABLE PANEL) FIXEDPANELTO FXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
4-TRACK
C FRAME HEAD
4-TRACK
P FRAME SILL
sGD&m I NTS 1 18 + 22
MAX. UNIT
HEIGHT PER
TABLES 1,3
lRODUCI➢EYim
b«i6.«�.M Je FlNfAs
Aa .... No IJ.A4�. D5
ON ...... Ngf
*. No. 5870I5yy
pT
'i FS' ��,�ORIDP. •' C
MPACT �S'ONALIENT
A. LYNNMILLER P.E.
PGT0128 C P5,53765
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION
DETAILS)
6 41NTERIOR 61 113 118
20
28
63
30
63 11
113
27 28
27
W OR61
OO OR 61
103
62 111 63 60ORG1
29
�
14
65
85 5
2fl
101 F ROR 111 � MEMOR 111 62
V
90,
P-HOOK FOR FLAT SILLS
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P-HOOK FOR BOX SILLS 6Jt1EwIXt
®K
INTERIOR WTR10R
INTEwOa
ER�7�
V
(EXT.
EXT. MOUNT ONLY G]
90' a
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>58 to) 1
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14
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5
13
113
TT EIRERIOR
V
113 103 110 E%TERIOR
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6)
68
-ITEM (HEAW-0U60
ASTRAGAL
909 OUTSIDE CORNER
�CK
SHOWN,
L1 WITH STANDARSTANDARD
ES #60
� WITH H W-DUTY STILES 61
N1 2 TRACK SHOWN � SHOWNER
(STANDARD STILE) ALSO
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
APPLICABLE. SEE TABLES
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
1-3, SHEETS SA FOR DP
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
(PSF)ASSOCIATEDWITH
STILES.
4 IMERIOR
pWnuc2pxvuw
y�wN41�f
INTERIOR
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OCK
31 ]5610]M-11
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4 6 61 32
61
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No. 56705
01 2-TRACK SHOWN
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HORIZONTAL SECTION DETAILS, CORNERS
'HORIZONTAL
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Item
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Description
1
17305
6173M
2-TRACJL HEAD
2
173M
01T303
2-TRACK HEAD WITH SCREEN ML
3
InDi
911,309
&TRACK HEAD
4
17312
81T312
4-7RACK HEAD
6
17314
017314
FRAME SCREW COVER
0
1781T
617317
FRAME HEAWAMB SCREEN ADOON
7
173M
617304
2-TRACK SLL
B
17301
617301
2-TRACK BEL WIN SCREEN RAL
9
17307
617307
3-'IRACK SILL
10
Into
617310
'MACK SILL
11
17313
017313
FRAME SILL TRACK INSERT
12
17315
617315
FRAME SILL SCREEN ADDON(SEE NOTE 3)
13
17318
SIMS
FRAME SILL SIXTEEN END ADDAN(SEE NOTE 3)
14
17M
617M
2-7RACKAMB
15
Inn
Ginn
2-7RACK JAMS WITH SCREEN MIL
16
1731E
61730E
3.7RACK AMB
17
R911
617311
d-7RACKJAMB
18
17322
617322
SLL RISER -PLAT FLUSH, I-IM
10
17319
61Y319
S4 RISER -BOX FLUSH, 1-IW
20
17321
617321
SLL RISER - FLAT, LOW, 2.1/T
21
17318
90318
SLL FIBER -BOX, LOW, 2-HIT
22
173m
617355
SLL PoSER- FLAT. MEDIUM.}II4'
23
17354
6173M
SILL RISER -BOY MEDIUM, 3IW
N
17M
617323
SILL RISER -FLAT. HIGH 4'
25
17wo
017320
SILL RISER- BOX RICK4-
26
17M
617333
POCXETP-HOOK
27
7070
W070
NEOPRENE BULB WSTP FOR P4HCOK
28
173M
617M4
POCKETRHOOKMWNT
29
17335
617M5
P4tOOK COVER
W
17UB
61731E
POQ(ETP HOOK FOR BCXRSER
31
17376
617378
IW COMER
32
17378
617378
135 FEED MOLNT
nEMS 40E3
ARE SCREEN PARTS:
40
431E
61225E
SCREEN SIDE RAL-LOCKSTLE
41
7LOCKWGSK
SCREENLOCKSET
Q
41818
SCREEN KEEPER SPACER SET
43
81W
68152
SCREEN INTERLOCK ADAPTER
H
412E
6142E
SCREEN DOUBLE NIERLOOC
IS
M17
612256
SCREEN TOP RAIL
u
4316
6122S/
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARDROLLER
40
wil
7SRAX
STANDARD ROLLER -ST. ST.,
49
4344
SN144
SCREENASTMGAL
SD
In49
61734E
OM SCREEN ASTRAGAL ADAPTER
51
1692
I
CREENSPLNE-Ae5'
52
t694
B1694
SCIEENSPLNE-AW
53
61BIEmK,
i1scREERMOM
54
t725
1/TX4-X1I18'6ET. BLOIX.HEOPRENE
55
1720
1' X4' X 1/16' SET BLOCK NEOPRENE 65 HE
Item
/
POT
Dw .#
PGT#
Description
W
Inn
617326
PAMI-STLE
6t
Mal
617320
PANEL BILLE(HEAVY DUTY)
82
Inv
617327
NTERLOCK ADAPTOR
63
IM5
OP240
VINYL BULB WSTP.- THIN ONSIDE NIERLOCK)
&
IT28
717M
SILL ENO WE411ER9T4P PAD
65
1732E
8173M
NIERLOCK SCREW COVER
07
Inn)
6173M
ASTRAGAL
N
17339
61nm
HEAVY DUTY ASTRAGAL
69
1]324
6173M
TOP B BOTTOM PAL
70
1T150
417350
WEATHERSTRIP EXIENSION(PIIECBON MOLDED)
71
IB95
71895
140- X P XWC HIGH FN SEAL WST PLUGS
n
B153
78153X
TANDEM ST. 87L ROLLERASSY.
73
Sim
78153N
TANDIJAWDONROLLERASSY,
74
SCICOHE
130.V899, DCWsQ5 OR GE-T700
75
0185
7810SX
GEMNI MOR ICE 3PLY DUAL LOCK W/LONG T7VA PLATE
76
71=l FPFX
01032 X 1' FL SS SCREW W/TYPE -F TIP
77
7103239
IW2STEELDNCIL4UT
78
17358
617M
N768114'BEAD
79
IM7
617357
V G BEAD
RI
17359
BIMO
7/16-BEAOIFIIEDPANELCLP
82
1224
6TP247K
VINYL 9ULB WEAT ERSIRP
m
61745
1745
LOWE ING, 117 X1/1V SGL SIDE ADR TAPE, POLYETH.
100
0D52
40052
ROLLER AD3. HOLE PLUG
111
72087
IAMB BUMPER
In
109E
71M
OWTPLUG
to
610E
]8188K
I -KEEPER
1D4
653
7SDKEEP
SCREEN LOOK KEEPER
105
1I344
617344
FDEDPANELCLP-TLONG
IDS
17352
617352
FOOD PANEL RETANE11-BH6'
lu
1739
717M
HAIlDUEKIT - UfnmOR USED YOH THUMB TURN. USED WITHi775
IDS
1740
717Q
HANOLEKO-USED EXERWR HANDLE, USEDWDHA]5
109
1731
781825N
HANDLE KIT- RECESSED IRA W'iTH THUA(B TURN, USED WITH NS
110
flu
79178
HANDLE KR- RECESSED EXERXIR PILL, USED WIN 95
111
71DXf4PPSDAY
010 XW4' PH. PN. WK- S.S.
112
1235
STS18
W57P.27OX.170-FINSEAL
113
1T12
1 64066
.16Y X.23P FINSEAL
114
71DX115PPX
#10 X 14N'
115
]101PPT
N0X1'
110
7N%IX
N4.20 X1'65.
Ill
720KInK
91420X14ZS.S.
118
17390
61)335
90 DEGREE CORNER RECEIVER
119
1T337
oTmT
IUD DEGREE OUBDE CORNERASTMGAL
120
1733E
811733E
90 DEGREE INSIDE COPoJERA9TMOAL
in
173M
5173M
REOPMELRETAEER7/8'
AO CHANGES THAO SIEA. I CFJtI.O�AU7N#2938
SG ILUM I NT'S 1 20 -22 1 PGTO126
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 3339. 66.59, 66, 81, 84-99,
121 R 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 @ 24' MAX. O.C.
tln
*i NO.58705
iG
1Z),
T
5.06T 8.562'
O.OSD"
1.211' 1.505'
t W
0.081" O2-TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198'
1 211•
0.087° O2-TRACK HEAD W/SCREEN TRACK
(6063 T6 AL)
6.526'
QQ QQ r 0.080'
I 1 � 5'
03-TRAC SILL
(6063-TEAL)
7.105" 6.221'
0.080"
1.271' 1.505"
0.081'
O3-TRACK HEAD OB 2-TRACK SILL W/SCREEN TRACK
(6063-T8 AL) (6063-T6 AL)
9.142"
1.211"
170.081' O4.TRACK HEAD
(6063-T6AL)
1.614"
260'
0.060'
0.062'
0.532'
1.516'
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN
ADOON 12 ADD-0N
(6063-TO AL) (6063-T6 AL)
REQUIRES MIN. 010 SMS
OR 3/16' MASONRY
ANCHORS @ 24' MAX. O.C.
SEE SHEET 17 FOR SILL RISERS.
4.49"
0.080'
-finFj
1.505
02-TRACK SILL
(6063-76 AL)
0.760"
1990,
FRAME SILL SCREEN
13 ENO ADD-0N
(6063-TEAL)
REQUIRES MIN. 410 SMS
OR W16" MASONRY
ANCHORS @ 24• MAX. O.C.
M ea:n{ mwm
(av+541&tl
cmr. oFwm.1oas5
G2-TRACK JAMB W/
15 SCREEN TRACK
(6063-T6 AL)
5-
18 3-TRACKJAMS
(6003-T6 AL)
�I 1.36'
1.87T I�
11.Ot8'
0.082'
0.081'
SCREEN
40 STILE
(606363-T6 AL)
5.069"
1�- 1.045"
1.993" 0.052"
1a R KJAMB
SCREEN
OO=PL
(M63T6 AL)
(6063-T(i AL)
n 4-TRACKJAMB
(6063-T6 AL)
0.875•
1.993'
L a.aez•
8SCREEN
<e BOTTOM RAIL
(6063-T6 AL)
No. 68705
JR F d2- 14 1 -) . �� _ -� SGo6m NTS 121 a 22 1 PGT0126 I C I P£.9 sem5
0.718' r D.33'
3.00T � 2.304' � 0.752' TT
3�0.574' 5'0.062' 0796" .080'0.082" AST 0.264" 0.075- 0.23W
FRAME SILL P-HODK MOUNTING P-HOOKSCREW
b t1 xe P-HOOK ZB x9 a6 Pi/OOK FOR BOX RISER
SCREW COVER TRACK O- ADAPTOR OCOVER 0.080' O
(6663-TEAL) (6063-TB AL) (6063-T6 AL) (6063-TEAL) (6063-T6 AL) (6083-T8 AL)
.155 - 2.30" 1.488-
o.oa0
0.830'
.080" 1.870"
1.974'
2A4'
3t 135" CORNER 3x 135' FIXED MOUNT
(6063-T6 AL) (6063-T6 AL)
67 STANDARD ASTRAGAL
(6063-T6 AL)
14'1.600
- 3.125'
O STANDARD STILE
(6063-T6 T%Q
�- 4•
1.739" �y
0.133' 1,6O0
0.062" 7 1.3D3'
888' I fl�l,
0.325
Ham- 3.125' 0.062'
et HEAVY DUTY STILE 62INATERLOCK 65OrK
PTERSNCREW COVER
(0063-TBAL) (6063-T6 AL) (6063-T6 AL)
I-�- 4.125'
1.64V 0.062- 1.304'
0281' �1 3.25' -+I
66 HEAW DUTYASTRAGAL 69 TOPIBOTTOM RAIL
(6063-T6 AL) (6063-T6 AL)
1.D03'
A2.B,,2m6q
0.767' ^ 0.080"
0.050' {
105 FIXED 0.709'
PANEL CLIP 2.5
(6083-T6 AL) 1
60"
.550" --� 0.863 Lt
0.709' tx3 FIXED PANEL
RETAINER, 718'
0.080' :�9 (6063-T6AL)
FD(ED PANEL tt090'INSIDE/OUTSIDE
t0e RETAINER. 911V CORNER RECEIVER
(6063-T6 AL) (6063-T6 Al.)
50' 1050' (�-
H.045'
1050'2
849"
GLAZING 8BIXDG71
BAD
4"
GLAZING
(6063-TO AL) PANELCLIP
(6063-TEAL)
BEAD
(6063-T6AL)
1t6 90° OUTSIDE CORNER ASTRAGAL
(6053-T6 AL)
mlw as s
191r1�16w
CF]1T.IX''At1M. /NZQB
5.621"
0.133•
4
tm 90' INSIDE CORNER ASTRAGAL
(6063-T6 AL)
scams I NTS 1 22 a 22 1 PGT0128
M,
* No. W705