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Luce County I-DADE COUNTY, FLORIDA
, Permitting PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive,
North Venice, F1.34275
SCOPE:
SCANNED
BY
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 as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "770—HP" Aluminum Sliding Glass Doors w / Reinforcements — S.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.",
sheets 1 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed
and sealed by A. Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product
Control Section.
MISSILE IMPACT RATING: Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 No.16-0629.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.14
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD - S.M.I.", sheets 1
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated
04/03/17, signed and sealed by A. Lynn Miller, P. E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, hie., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted underprevious NOA No. 16-0629.08)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -7825, dated 06110/2014, signed and sealed by Idalmis Ortega, P. E.
(Submitted under previous NOA No. 15-0106.08)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (Samples A-3, A-4, B-3, B-4 and C-2), prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by
Martin D. Brinson, P. E.
(Submitted under previous NOA No. 13-1009.06)
Jorge M. Plasencia, P. E.
Pr duct Control Unit Supervisor
NOA No. 17-0420.14
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Small Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of Aluminum Sliding
Glass Doors), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s
FTL-6019 and FTL--6020, dated 08/07/09, both signed and sealed by Julio Gonzales,
P.E. Note: Test report No. FTL-6019 was revised and reissued on 12/29/09, signed
and sealed by Julio Gonzales, P.E.
(Submitted under previous NOA No. 09-0826.11)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E.
(Submitted under NOA No. 09-0826.12)
6. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and
FTL-5254.
(Submitted under previous NOA No. 09-0826.11)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 61h Edition (2017), prepared by manufacturer, dated
04/18/17 and revised 08/14/17, signed and sealed by Lynn A. Miller, P.E.
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Jorge M. Plasencia, P. E.
roduct Control Unit Supervisor
NOA No.17-0420.14
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 61h
Edition (2017), issued by manufacturer, dated 08/14/17; signed and sealed by Lynn A.
Miller, P. E.
2. Statement letter of no financial interest, issued by manufacturer, dated 04/18/17,
signed and sealed by Lynn A. Miller, P. E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
5. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory, Inc., dated 06/10/14, signed and sealed by Idalmis Ortega, P. E.
(Submitted under previous NOA No.15-0106.09)
6. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 01/13/14, signed by Manny Sanchez, CEO.
(Submitted under previous NOA No. 13-1009.06)
7. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E.
(Submitted under previous NOA No. 13 1009.06)
8. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P. E.
(Submitted underprevious NOA No. 13 1009.06)
9. Laboratory compliance letter for Test Reports No.'s FTL-6019 and FTL-6020, both
issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by
Julio Gonzales, P. E.
(Submitted underprevious NOA No. 09-0826.11)
10. Proposals No.'s 09-0177-A, dated 05105109, -B, dated 05/27/09 and -C, dated
05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E.
(Submitted underprevious NOA No. 09-0826.11)
G. OTHERS
1. Notice of Acceptance No. 16-0629.08, issued to PGT Industries, Inc. for their Series
"770-HP Aluminum Sliding Glass Doors w ! Reinforcements - S.M.I.", approved on
07/28/16 and expiring on 03/24/20.
Jorge M. Plasencia, P. E.
oduct Control Unit Supervisor
NOA No.17-0420.14
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-3
GENERAL NOTES: SERIES 770 H.P. SMI SLIDING GLASS DOOR WITH REINFORCEMENT
I CE51GN PRESSURE RATING
MPAGr RAnNc
SEE TABLES 161A ON RATEDFORSM 14155IlE
1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR)
SHEETa IIMAci REstsTANCE
GLASS STRENGTHS: T-TEMPERED
INTERLAYER TYPES: EVE,
COCEB/sTAN0ARD5 USED:
,090'
G9- VLAWNATED INSULATING GLASS: 3/16"TEXT. CAP +3/8' AIRSPACE i7/16'LAMINATED:(2)LITES OF 3/16' T GLASS WITH.090" PVB INTERLAYER.
•2017 RORIDA BUILDING CGOG FBC), BTR EDITION
•AS RORIDABU1L01NG CODE (FBC), 6TH EDITION
GGA - I - LAMINATED INSULATING GLASS: 1/4'T EXT. CAP +5/16'AIRSPACE +7116'LAMINATED: (2)LITES OF 3116' T GLASS WITH.090' PVB INTERLAYER
GIO -7(16' LAMINATED: (2)Lrms) OF 3/16" T EVE I0'
•ALUMNUPANOS2015tNU W000 CONSTRUCTION
LINT GLASS WI PV3INTE
G10A-9116' LAMINATED: (2) LRES OF 1/4' T GLASS WITH.090' PVB INTERLAVER
•ALUMINUM DESIGN MANUAL, AOlh1015
2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
•AGI S100.12
B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
•AISC36C.10
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR VATERIALS SHALL MEET THE REQUIREMENTS OFTHE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE
DETAILS SEE SHEETS 4-6.
4) SHUTTERS ARE NOT REQUIRED 30' ABOVE GRADE.
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
6) REFERENCES:. MST REPORTS FTL6998, FTL-6005. FTL-7468, FTL6012 8 FTL-7825.
ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AFBPA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
7) THIS PRODUCT HAS BEEN DESIGNED 8 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) CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108') HIGH WITH MAXIMUM 4 FT. NOMINAL WIDE DOOR PANEL, MAXIMUM 4 PANELS, SEE EXAMPLE
ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 8 7.
D.L.O. WIDTH= NOM. PANEL WIDTH-7'
D.L.O. HEIGHT= DOOR UNIT HEIGHT - 10.125' TABLE A
PANEL HEIGHT= DOOR UNIT HEIGHT-1,866" MMee Fram<
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEETS :
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMkDADE
COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE
TABLE ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND
SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112' THICK IX WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID
CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12 THICK OR
GREATER IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT
OF RECORD.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114'
THICK & 34DO PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,
AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
3D# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION. 1
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NOTES ............
PRESSURES.......4
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LIST
PRODIIJ TREVISED
9Wldmgll=d 1p 1pe Flodda
Nan -No- 17-0420.14
Bx,i.Uon Oats0 2412020
.1
Mmmi-0a4EPmduct Con4pl
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE
ANCHOR GROUPS ABOVE. CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL
TABLES IN THIS APPROVAL
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY= 33 KSI.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
pn upl
a NY LYNN
,KQ.O.•"""
L10EN4F
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MIN IMUM OF 3 THREADS EXTEND•
BEYOND METAL SUBSTRATE.
(9V1)NYtam
fFRf.OFAI/M B1�9
1 • 10
MAX. UNIT MAX. UNIT
WIDTH 96'' � � WIDTH 145 5116"
MAX. MAX.
DOOR 5 e e 5 DOORUNIT
B'
HEIGHT a B HUNIT
EIGHT g 5 n a
108" 108"
l 1.
XO, OX, XX OXX, XXO, OXO
PRODUCT ta
REVISED
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Route. 77.0420.74
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MAX. UNIT � g,,
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#: No: 58705
APPROVED CONFIGURATIONS = *_
ramlEgINOCOGrONYE 7 i�,�'•., SH E��/`
N. vE+ucr:Ft.avrs ELEUAT/ONS
a. a..,... cEar. oPum+.avm SERIES 770 H.P. ALUMINUM SGD-SMI 'S�ONAl10"'o
JR 04U311) G NO CNMGESTN/S SNEEi cnnamnemn ® e.rz T e.e n•nvu+. "^' A. LYW!✓aII,ER P.E.
SN 0805BB a.w .aroi'w.nre-s"wm sGUJ)pHP. NTS 2 d f0 PGT0005 G PEC58m5
WIDTH 191 1/2"
B F
3/16" T GLASS
3/16'TGL45S SILICONE
090' PVB
3/16" T GLASS .090° PVB STRUCTURAL
318°AIRSPACE 74 74 POLVISOBUTVLENE 1/4°NOM.
3/18' T GLASSL�Ti3fl6° T' NOM. WITH DESK
1•NOM 7%tfi'NOM. EXi G1Ass w 4SG TPACE
82 4SG TPS
83 3/4" NOM. 3/4' NOM.
GLASS GLASS
79 BITE 80 BITE
6 INT. GLASS
E iEA�R ECIERICR
HOT -MELT BUTYL
54 sTRucTUHAL
1" LAMINATED) INSULATING 55 7/16" LAMINATED GLASS TYPES G10 SILICONE 3I10' NOM.
FOAM
GLASS TYPES GO WITH
DESICCANT
SUPER
Ezr.Guss &SPACER®NXT—
3/16' T GLASS
.090'PVB 74 1/4"TGLAS� r 74 INr.GVS3
3/18' T GLASS 090" PVB
6/16' AIR SPACE tf4" T GLASS
t/4' T GLASS g/j6' NCM. ALUMINUM
1"NOM. n/-REINFORCEMENT
�� GLASG
79 BRE 81
8-5
aFrERloa EVsBLOi
1" LAMINATED INSULATING 55 9/16" LAN
GLASS TYPES G9A
Part#
Description
Material
56
Komme0in94SG TPS Spacer System
57
Ouanea Super Spacer nXr with Hot Melt Butyl
See this
Sheet for
58
Ouam Dumseal Spacer
als
Materials
59
Cardinal kL Edge Spacer
T=TEMPERED„
PVB'-.090° TROSIFOLD PVB BY KURARAY AMERICA. INC.
3/4' NOM.
GLASS
cart. oFAUlxrdaw
cw Memn
.viM+mn�Pmv
FOAM
Exr.cuss
ODURASEAL
SPACER
INr, GLASS
POLYISO-
DESICCANTFILLAREA
SUTYLENE
EM S NUM.
SEA
SILICONE SEAL
ROLL{ORMF�
STAINLESS m
XL EDGET"
&SPACER
EXT.GLASS
ILUMINUM SGD - SMI
3 + 10 e.w PG70005
PRODUCT REVISED
plg wIM Nv Floritiv
BuilEine YinCotle
NOA-Na 17-0420.14
Gpi.U.. DDate DW241�2020
MiamlatS Pmtlunt contra
`LOPw u4l/n
\: P�•'ll
' ICENsp'hQl�
He. 587C5 'P
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F
' s/ONAL
11111111,10
A. LYNN MILLER P.E
Design Pressure (OP) and Anchor Quantities Required
(For ell eppmad Configurations, Sheet 2 end Glass Types, Sheet 3)
Door Unit Height
Relnromed lnledocks
W'
IN'
S0'
By
102'
low
HewVduty Astagal
6 /1" 11
73.7/8' DLO
79d18' DLO
87-W6' DLO
91d1W DLO
W-71F DLO
HeaV/ July Sties
Anchor CYoup
Anchor UMUP
Anchor Group
Anchor Gmup
M.lhc'Gloup
Anchor Gmup
A 1 B 1 C 1 D
A J_Lj C L D
A 1 B 1C 0
A e C D
A B C D
A B C D
Design P..=
+9N-f30
.9D'--130
+90'--130
-w--130
+gN-130
+8r✓-f30
24'
0LO
Haad/SIII
C5+2
05+2 C5+2
C5+2
C5+2
C5+2 O5a2
CS+2
C5+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
CS+2
C5+2
C542 C5+2
C5+2
C6+2
C6+2
C5+2
C6.2
Jamb
10
1 8 a
8
1 10
1 8 1 B
1 8
10
1 10
1 10
1 10
12
1 70
1 10
1 10
12
1 10 1 10
10
14
1 10
10
1 10
Design Pnmssur0
+9N--130
.90=-130
.904130
+9N-130
+9Dr--130
+9d--130
'Z
—
30'
Ol0
HeaNSill
Jamb
CS•2
12
C5+2 C5+2
10 8
C5+2
e
C5+2
12
CG+2 C512
10 8
C5+2
1 8
C5+2
12
C5+2 C5a2
1 101 10
C5+2
10
C6+2
14
�+2 CBa2
1 12 1 10
L8+2
1 10
LBa2
14
C6.2 C8+2
1 12 10
CB*2
10
CBa2
18
C6+2 08+2
1 12 1 10
06+2
1 10
Design Pressure
+904130
+90%130
.90r--130
+90%130
+90=f30
-94,130
It
36'
LC
MezN5111
C5+2
L5.2
C5+2
05a2
C8*2
C6+2
C5+2
C5+2
06+2
C8+2 C6+2
CBa2
C7+2
CTa2 06+2
C6+2
C7+2
C7+2
C7+2
C7+2
C7.2
C7+2
C7+2
C7+2
n°
Jamb
12
10
8
8
74
12
8
8
14
12 10
10
16
74 10
10
18
1 14
1 10
1 70
18
1 14
1 12
1 10
S
Deulgn Pmssure
+9W-130
+9N-130
•9d-fw
+90%130
a904130
+9W.121.4
DLO
Head/SIII
C6+2
C8+2 CBa2
CS+2
C6+2
C6.2
01a2
C0+2
C7+2
C7+2
CSr2
C6+2
C7+2
C7+2
C7+2
C7+2
CBa2
CBa2
C7+2
C7a2
C8+2
CB•2
C7+2
C7+2
Jenb
14
12 8
8
18
12
10
8
16
14
10
10
10
14
12
10
20
16
12
10
20
18
12
10
Design Pressure
+gw--130
+90r-130
+96r--130
+OW-130
•9Wf8.5
a9N-1f0
DLO
HeadI5l11
C6+3
CG+3
Ce+3
L8+3
C7+31C7+3
C6+3
C6.3
C/+3
C]+3 CT+3
CT+3
CB.3
C8.3
CB•3
C8+3
C8+3
C8.3
C7+3
C7+3
C8+3
C8+3
+
C7+2
Jemb
16
12
1D
8
16 14
10
8
18
14 12
10
20
16
12
10
20
16
12
10
20
16
12
10
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 5
HEAVY DUTY ASTRAGAL
HEAVYDUTYSTILES
w
INTERLOCKS TO BE REINFORCED
WITH THE 465 HEAVY-DUTY REINFORCEMENT
HEAVY-DUTY STILES
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL.
2. WHEN USING THE 2112' SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3114. SILL,
POSITIVE PRESSURES IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET.
3, 21/2', 31/4' AND 4- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1 1/2' SILL 15 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS 140T
REQUIRED. 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 1, 5 8 6 FOR ANCHORAGE SPACING, EDGE DISTANCEAND EMBEDMENT
INFORMATION.
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
D.L.O. WIDTH = NOM. PANEL WIDTH - 7'
D.L.O. HEIGHT= DOOR UNIT HEIGHT - 10.125-
PANEL HEIGHT =DOOR UNIT HEIGHT -1.666'
rmraF4unarmAe
4 • f0 I PGTW05
TAW F 1A
Sill Height
(Wafer Infillralian Rating)
SIII Riser Nelght
(+)Des19n
Pressure, psi
Frtsh-1-7/T
see note3
Low-2-1/T
+46.67
High-4'
+W.0
SEE NOTES 1-3
OH LENGTH F--
OH OH HEIGHT —OH RATIO
HEIGHT
L COI EQUAL TO
g OR GREATER
SEE NOTE
PRODUCT REVISED
pl�rn5 wIN Me Florida
euildine Lade
HDA-H.. 17-0420.14
Eapimilon Dab 03/2412020
mmml-D ay.aanat cenw
xD
NO. Sam
EXAMPLE OXX ANCHORAGE PLAN;
(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES A IN CONCRETE SUBSTRATE
-ANCHORS PER PANEL' ARE THOSE
AT THE HEAD AND SILL BETWEEN
+2 C7 +2 C7 +2
Y. .
CLUSTERS OR THOSE BETWEEN
CLUSTER AND A FRAME JAMB.
2e-MAX. D.C. ' WMAX.
(ADD
MI ONAL �y.a• (20) ANCHORS TOTAL@
OR
ANCHOR NEEDED) EACH HEAD 851LL
IF NEEDED)
21" (12)
48-NOM.PANEL WIDTH
MAX. O.C. ANCHORS
PER
JAMB
108'
(SEE,
MAX
SHEET
6 FOR
CLUSTER
O.C.
SPACING)
La YIa Y PRODUCT REVISED
i as campiying with the Raskin
Building Gtl
NOA-Na. 17-0420.14
8"MAX' EapinOon Data 03/2412020
—�-I Fes--- 8"MAx., TYP. s a��� 2� MAX.O 71— O.L. ASTRAGAL MI9mFO ePn ud control
SEE CLUSTER DET., BHT, 6
3-1/2"MAX. INTERLOCK 3S'MAX ASTRAGAL INTERIOR 8^MAX.
CENTERLINE O.C. CENTERLINE
2.04" 05
0
=49
J a
8' MAX 24' MAX. O.C. LOCATED ELOWCENTER OF PANEL EXTERIOR
145.5/78' MAX.
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHOR TYPES: SEE TABLE A. SHEET 1.
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
,f If Iff
aM
HEAD BSILL................ FROM FRAMECORNERS.F USESPECIFIEDINTERMESTER MOM ER EACH LOCATION,
c�.irsN2b
CORNER ANCHORS CAN
PLUS SPECIFIED OUAMRV OF ADDITIONAL INTERMEDIATE ANCHORS PER PAN EL (THE B'FROM CORNER ANCHORS CAN BE INCLUDED).
PLUS S A ANCHORS
=
ADDITIONAL ANCHORS 24" MAX. ON CENTER.
* ;' No. 58705 C
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL I INTERLOCKS ON SHEET B.
6' MAX. FROM BOTTOM AND 21'MAX. O.C.
JAMBS ........................
UTILIZING
4, JAMB ANCHOR QUANTITIES FROM tam TEcxxaLoovpwv>:
N UEwcen.w,a ANCHORAGE SPACING&EXAMPLE PLANS
��T'., A1E F
. F •. of �:
' '
EONSHEET
TABLE ON
TAfpapieo-lwo
rr cars. ornurH.unxw SERIES 770 H.P. ALUMINUM SGD-SMI
JR O1NYfT G NO CHANGES THIS SHEET.ALYIWNII
mP.E
UBN51)9 k ro acOno Hp. NTS 5 r 10 PGTOOOS G
P.E1 swus
NOTES: INT.
1. ALL DIMENSIONS SHOWN ARE BASED ON
MINIMUMALLOWED. P
2. METAL SUBSTRATES SIMILAR TO WOOD 3.5'
SUBSTRATES AS SHOWN. 3.5'
DIAGONAL, O.C. DIMENSION IS 4.051' IN THE 4.051" 3�
HEAD & SILL, 6' IN THE JAMB.
21/16 ' 2X WOOD BUCK TYP.,
EDGE DIST., SEE ANCHOR NOTE
+�SEETABLE 3, SHEET 1
I SHEET 1 1 4.051'
IM.
ASTRAGAL CR
INTERLOCK
CENTERLINE
7'
7'
1.75'
4.051" 2.04'
7"
EXT EMBED., SEE - SANCHOR CLUSTER -CS
TABLE N SHEET 1
114• J MBED., SEE TABLE A. SHEET I
MAX.
SHIM 1/4'MAX SHIM +I EDGE DIST..
FWOOD ANCHOR TYP., SEE 1XWOOD SEETABLEA
ANCHOR NOTE 2, SHEET i BUCK TYP., SHEET 1
DETAIL A,2-TRACKWISCREENFRAMEHEAD SEE ANCHOR
WOOD IN5TALLA I iUN NOTE3,SHEET1 i'.'-
CONCRETE
ANCHOR TYP., 9�
EDGE DIST., SEE ANCHOR
SEETABLEA
I NOTEISHEETI
SHEETI
�ONCRETE
2-TRACK ASTRAGAL/INIhKLVGrt
6 ANCHOR CLUSTER- C6
OR
INT.ASTRAGAL
—INTERLOCK
CENTERLINE
1.75"
+ 3.5" r--
7•
2.04'
4,051"
2-TRACK ASTRAGAL l lry mnwuK
8 ANCHOR CLUSTER -CB 2.06"
INT
ASTRAGAL OR
—INTERLOCK
CENTERLINE
T
3.5'
204'
YYYi"
4.051"
2-TRAGK.A'1U.L I IN Iclown
7 ANCHOR CLUSTER -C7
EDGE DIST.,
Ekf EMSED.,SEE ENT. DETAILD 2-TRACKFRAME JAMB SEETABLEA -
TABLEA,SHEETI CONCRETE INSTALLATION SHEETI
1/4" r � 2a WOOD BUCK TYP.. SEE lXWOOD
MAX' J ANCHOR NOTE 3, SHEET I BUCK TYP.,--
SHIM WOODANCHORTYP., SEE SEEANCHOR FXT,
ANCHOR NOTE 2, SHEET I aEXTERIOR INTERIOR NOTE3,SHEETI
14
DETAILB 2.7RACK FRAME HEAD (ALL VERT. SECTIONS)
MAX
WOOD INSTALLATION EMBED.,SEE SHIM
SHEET 1
WOOD ANCHOR TYP., SEE TABLE A, EDGE DIST.,
ANCHOR NOTE 2, SHEET I V4'MAX. SHIM 1 SEETABLEA
SHEETI
1/4' MAX.
(SEEANCHOR
NOTE 5, SHEET 1)
EXT.
2-1/16"
DETAILC 2-TRACK FRAME SILL
WOOD INSTALLATION
2X WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET
EMBED„SEE
rTABLE A, SHEET 1 L6"'
1 WOOD AN
2-1116'
I.
oil
1111II!,lim
PRODUCT REVISED
pl In9 wltl, tM10 Flatltla
6uliemgtle
EMBED.,
NaA-xo. �7-0420.94
SEE
TABLE A.
FxP"':'0atu03/24/2020
�
SHEET 1
By
roauc—ts
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTE I, SHEET
DETAIL F. 2-TRACK FRAME HEAD
CONCRETE INSTALLATION
1/4" MAX2-1116
'E ANCHOR
E 5, SHEET 1)
AS RED.
TYP., SEE ANCHOR
ETT.
NOTE 2, SHEET WOOD 13UGK TYP.. SEE I - EMBED., SEE
`� NY
N4/!
EDGE DIST., EXT. ANCHOR NOTE 3, SHEETI TABIE A, SHEET
SEETABLEA DETAIL E 2-TRACK FRAME JAMB
CONCRETEANCHOR EDGE DIST.1
'.'P q
N..6870,
SHEETI WOOD INSTALLATION
SEE ANCHOR NOTE I, SHEETI SEE TABLE--,
DETAILG 2-TRACK FRAME SILL A,SHEETI
?*i
CONCRETE INSTALLATION
%OT •.. SiA EOF�L(7.
fON iECMVC(LIOYDRNE
x vrwcEnaavS
ANCHORAGE, EXAMPLE CLUSTERS
S,S fIORIOA,.�GN=�`
SERIES 770 H.P. ALUMINUM SGD-SM!
(Bs1Li&F16N
LEFT. CV•AY/Kd3BSdp
mmwvramn
.ua �vrv�r
®
�'4 TONAL E�``��
A.LYIUYImILLEh P.E
P.E.PSglaS
i�
saw7o KP.
NTS
6 < f0
PGTOlM5
G
PANEL LETTER
SINGLEK
KNWNGLE
LGOOT E
SINGLE
LOCK ILE
A
�LOCK
LO CKSTILE
SINGLE
D
N ER OCK
LOCNsnLE
sMGIE
M
MER OCK
L
S1
ASTRA6IL
«JT
(�KNsI
LR^�
SING E
®brovp
OUT
INTERLOCK
NAGTRAIN
SINGLE
WTFRt.00KGAL
rm�an
CSINGLE
A37RAOAL
I.... CIT
IN
Rmr)
S'NGLE
F ER
P
INTERLOLK
LOCKSRLE
F £O
sWGLE
R
LOOYSTRE
INTEl4DCK
T
ASTRAGAL
FLIED
(�euiO
OUT
LOCKSRLE
T�IN
���
Nayvp
wclrsrnE
SFlKED
nsmg6a
cocKsnLe
our
m wl
SFUFG
[] ASTRAGAL
�yal
LOCKsn�
IN
NOTE:
REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS
4 INTERIOR
n(ALL PANEL TYPES)
v EXTERIOR
D.L.O.. WIDTH =NOM. PANEL WIDTH -7'
D.L.O. HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
JAMB DETAIL W OR'L',
NOTE:
SHY. 8 & ANCHOR
1. MAXIMUM NOMINAL
DETAILS'D'&'E', SHT.6
INTERLOCK DETAIL'J',
PANEL WIDTH FOR ALL
SHT.B
PANEL CONFIGURATIONS
EQUALS 48'
AGALDETAIL'M%SHT.B ASTR
HEADER DETAIL'T, SHT.8
EXTERIOR
&ANCHOR DETAILS'A','B'
&'F, SHT. 6 7
tst trz'MAA.umi wlmn
41' MAX. NOMINAL
D.L.O. PANEL
WIDTH I`�WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
97718.
MA
MAX,
I
D. UNl
HT.
SEE
M
TYP. n,
REINF.
NOTE
REINF.
3
-
SEE FRAME & OXXO (2 TRACK)
PANEL CORNER
CONSTRUCTION
DETAILS BELOW
SILL Ut IAIL'H', SN I. b &
ANCHOR DETAILS'C &
'G'. SHT.6
I"
AS
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1. SEE THIS SHEET FOR INDMDUAL PANEL CONFIGURATIONS. MAX. NOMINAL
PANEL WIDTH = 48'. SEE SHT.8 FOR SECTION DETAILS AND SHTS. 4E FOR
ANCHORAGE DETAILS.
2. MAX DLO WIDTH= 41'; MAX. DLO HEIGHT= 97 7/8', MAX PANEL HEIGHT= 1061/8".
3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKS OLE, LOCKING INTO KEEPER
(REM 103) AT FRAME JAMB OR ASTRAGAL
cFrsr. aAl/RLPdEa
7 - 10
PRODUCT REVISED
6ullaing Cow yaWIN Ne Fl.dde
NOallo. 17-0420.14
U,It u— �ooa77.003�3MAI2020
mlama�aete v,aaum c=a5�1
u
No.58705
flil
L RS'+�10RIDP, +G��\J
��'�S��NALIBN�.``•
ALL REINFORCED INTERLOCK
DETAIL T
2 (
112 Y
45
I
62 51
63
DETAIL 'N'SCREEN
AT HEAD
(2-TRACK SHOWN)
SILL RISERS OPTIONS
(SEE D.P. LIMIT TABLE 1A, SHEET 4
SEE SHEET 6 FOR FOR
INSTALLATION DETAILS)
1n
EXT.
IM,
FLUSH BOX SILL RISER
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
EXT.
166r
RESISTANCE)
PART ILLUSTRATIONS
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS)
STANDARD CLIP OPTIONAL CLIP
W/RETAINER#106 W/RETAINER4123
DETAIL W (FIXED PANEL)
DETAIL'O' SCREEN aEXTERIOR INTERIOR .,
AT SILL (ALL VERT. SECTIONS) DETAIL'P'SCREEN
(2-TRACK SHOWN) AT JAMB
(2-TRACK SHOWN)
21
EXT. j-
LOW BOX SILL RISER
(2-112')
zo
EXT.�6.
LOW FLATSILL RISER
(2-12)
2a
EXT. 3.W
MEDIUM BOX SILL RISER
(3-vay
21
EXT. 3.305•
MEDIUM FLAT SILL RISER
(3-1/4•)
L ..OFANK.
24
4.C—
EXT.
I
HIGH BOX SILL RISER
(4°)
26
4.066'
EXT
HIGH RAT SILL RISER
14�)
4 INTERIOR
(ALL HORIZ SECTIONS)
Isul EXTERIOR
MAX 108• 9771W
000RUNIT DETAIL'I'
HEIGHT DLO
TYP.
8 . 10
DETAIL'H'
ASTRAGAL
DETAIL'M'
PRODUCT REVISED
m wmpM1ln9 FIN Nn ReEna
eumm�5 coae
Roa-xu. 17.0420.74
Eapl.=nun Dale 03/24/2020
By
mum uct eouw
*:• NO.58705
Item
PGT
PGT#
Description
Dwg. #
68
17339
617339
HEAVY CUTYASTRAGAL
69
17324
GIM24
TOP & BOTTOM RAIL
70
17350
41T350
WEATHERSTRIP EXTENSION VNJ5CTON MOWED)
71
1695
71695
1.11T X 1' X 314' HIGH FIN SEAL DUSTPLUGS
72 I
8153
7915M
TANDEM ST. STL ROLLERASSY.
73 I
8153
78153N
TANDEM NYLON ROLLER ABBY.
74
SILICONE
DOW999, DOW495 OR GE-7700
75
alas
78185X
GEMINI MORTICE 3.PLY DUAL LOCK W/LONG TRIM PLATE
76
7103alFPFX #IM2X1'FLS.S.SCREWW/T•PE'F'TP
7)
7103239
1032S7EEL21NCUNUT
70
17330
617357
P IG BEAD
SO
17MS
61T459
7/1T BEAD I FRED PANEL OUP
81
Inca
617360
9116' BEAD
92
1224
SW247C
VINYL SUM WEATERSTRP
03
61745
1745
LOWE INC. IYt• X VIV SOL SIDE ADK TAPE, POLYEM
100
NX2
48062
ROLLER AW. HOLE PLUG
101
72087
JAMB BUMPER
102
1695
716N
DUSTPLUG
103
elm
)BIBS%
V KEEPER
ID4
an
7SOKEEP
SCREEN LOOK KEEPER
Ica
1]344
61n44
F OPANEL CUP -W LONG
PRODUCT REVISED
INS
17345
61734s
EXTERIOR FIXED PANEL RETAINER -9/117
mpry 12, wfh toe Flonea
6o". Coodd
107
1739
7t139
HANDLE KIT -IN]ET00RflN3E0 WITH THUMB TURN
NOAJJo. 17-0420.14
108
17Q
71740
HANDLE ITT -RAISED EXIERIORHANDLE
P.gpintlan Date 0324/2020
110
1731
781625N
HANDLE MT- RECESSED IMENIORPUL THUMB TUTU!
t10
1732
]BiTB
HANDLE KIT. RECESSED EXTERIOR PULL
BY
//�Eoau�d
Mla anwT
111
71OXMPPSMX INS X 3/4' PH. PH. TEK-S.S.
112
12M
ante
WSW. 27"X.RA-FIN SEAL
113
1712
SIDES
.187' X.23P FINSEAL
114
710X116PP% *IDXi-1IY
115
710�PT
#10%1•
116
M0X1%
614-2DX P B.S.
117
72OXI 12%
01 C20X 1.6'S.S.
1n
617352
617352
FOEO PANEL RETAINER 7t6'
NOTES:
1)ALL ALUMINUM = 6063.T6
2)ITEMS#3,4,9-10.12,13,16,17,2"9,60,67,78,8499&118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.�V{pHY
`3tlt
- * : No. 58705 L�
fOlpT69Pd]'LGYMIVE
��'
-' J1AI� • t(/�
N. ve¢r¢asars
PARTS LIST
F�.'
% CCS.'•.:`.tamOn..%
1DI1)IM1M]
H.P. ALUMINUMSGD-SMI
��`:
��'�SJIOINAL k�G`'�
JR '04•AVf7
G NO CHANGES TMBSHEEr.
p
SERIES770
.r�rx s.w e..e u.yex. w.
A. LYNN M411R�,td.E
L 0&9549
rs]a
w
66D7]ORP. NTS 9 - 10 PGT0005 G
P.EB5Wp5
Item
pW9 #
PGT#
Oescrtptbn
1
17306
61]306
2.1TY,CK HEAD
2
17303
61]303
2-TRACK HEAD WITH SCREEN RAR
6
17314
611314
FRAME SCREW COVER
6
17311
61]31]
FRAME FEAfYNM0A060N
7
1TJW
617304
2•IRACK SILL
8
1T301
617301
2-TRACK SRL W fM SCREEN RAIL
11
173f3
61TJ13
FRAME SILL TRAGIC INSERT
Id
9305
6t]306
2-TRACK NMB
IS
17302
617302
2-TRACK JAMS WITH SCREEN RAIL
18
17322
61]322
SRL PEER
19
1]319
6RJ19
sum ER -HOLLOW
20
1TJ21
61)321
BILL f09ER-LDW FIAT
21
1)31a
61]318
SILL PISER-LOIN HOLLOW
22
17355
6f7355
SILL RLSER-MED FLAT
23
1TJ54
617399
BILL105ER-MED HOLLOW
2a
tY420
fi1]320
SILL WEER-FOGH HOLLOW
25
1]323
61T423
BRL'FdSER•HIGH FIAT
fic'MS
4D&3ARE SCREEN PARTS:
40
4319
6/2258
SCREEN Ba3E RAIL - LOCKS]ILE
41
TLOCKWGSK
SCREEN LOCKSET
43
41818
SCREEN KEEPER SPACER BET
43
8162
88152
SCREEN INTERLOCK ADAPTER
44
4426
64429
SCREEN DOUBLE INTERLOCK
45
4311
612256
SCREEN TOP RAIL
46
4319
6f225]
SCREEN BOTTOM PAL
4T
E68
T9RAZ
STANDARD ROLLER
d6
fifi8
75RA%
STANDARD ROLLER -BT.SR
49
4394
64344
SCREENASTRAOAL
50
1]349
61I349
0X03CREEN ASTRAGALAOAP7ER
fit
1693
61fi92
SOREENSWNE
S2
1694
6169d
BCREEN9PUNE -.15M
63
61616C20
SCREENCLOTH
59
1725
1)2' X 4'X 1/i6° SETTING BLOCK
55
1)26
1• %4' X t/16' 9ET11NG BLOCK
61
17326
617326
PANEL BILE (HEAVY DUTY)
62
173T]
6P327
INTERLOCK ADAPTOR
fi3
1225
61P248
VINYLBUI.B WSIP.-CHIN 6NBIDE INTERLOCK)
64
1]29
71729
SILL ENDWFAh1Efl37RIP PAD
65
17328
61]328
INTERLOCK SCREW COVER
66
4346
61]346
INTERLOCK ALUM REWF. ryANEL-9•)
1.303, 1 1,050' 1,050" 1.013•
-I I-"- 0.778' OA62" � 0.611^ � 1.050"
0.325. I � 0.0624- O'634 0.280"
0.757' 7.36'
0.062. 0.062' 0 FIXED PANEL C 0.045- p,Or�p• -}r
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (7/i6"1 GLAZING BEAD 19/18.1 GLAZING BEAD (i' LG.) FOtED PANEL CLIP
165) MATL: 6063-TB (5J MATL: 6063T8 (80) MATL:8D83-T6 (81) MAIL fi063-T6 (79)MAT'L: fi063-T6 (105)MATL-6063T6
.8081"
4.725' Fefto.0811,
198" 4.49" 2�0.000"
0.062' 1.304' 1.21505" -�
5.06
91-
2-TRACK HEAD W! SCREEN TRACK 2-TRACK SILL
3.25'------yyy IIL -- 0.232' (7) MAT'L: 0063-TO INTERLOCKADAPTER
TOPIBOT-rOMMATL: BOTTOM RAIL (2) M1AT'L: 6083-T6 I (fit) MATLI 6083-T6
(69)MATL: 8083-T6 3.979'
4. 1.467' 8.221"
O.Ofi2' -+1 � 2-TRACK JAMB
0.075" FLUSH FIAT SILL RISER 1.505° (14)MAT'L: 60fi3-T6
2TRACK JAMB WI
SCREEN TRACK
1.645" (15j MATL: fi063T8
0.133° 1.6" (18)MATL: 6063-T8
1.872" I-� 0.080' PRODUCT REVISED
2-TRACK SILL W! SCREEN TRACK pI m Im tno Finaaa
4- A 3.125' 0.281' 8 MAT'L• 6063T6 N4A-No �or�
HEAVY OU7V ASTRAGAL 0.83' ( •17-0420.14
HEAVY DUTY STILE 1.019'
(81)MATL: 6063-T6 (68)MATL 6C63-T6 0.06Y 1 -A L __A expiration Data 03124/202D
5.069" 1.654' SCREEN STILE 0.752' 0.709' 0.709' s
(40)MAT'L: 8063-T8 p,OgO• 0.080'
I Mla r-Ua Cuci Con4ol
�I I--- 1.045' 0.0SI I
�..�{ �� I I SILL TRACK 0.863 VVV---��� �-I 0.550'
1.211'0.080° L_LJ 1.254' r
1993" tyj (II)MATL: 6083T6 FIXED PANEL FIXED PANEL
.081• �' 0.062, RETAINER 718' RETAINER 9/16"
2-TRACK HEAD 0P50�• L - (__0.875" (123)MATL: 6063-T6 (106) MATL: 6063T6
(1 MATL: 6083-TB REINFORCEMENT SCREEN TOP RAIL
0.7501 (fi81 MATL 6063-T6 (4a`) MATL.!OUT6 7 993. 0.232'
-y (-�- 0.7W(PA EL LENGTH-9') 0.062"
1,062' SCREEN6)MAT STM:6G6 RAIL
0.23Y
0.062" (46) MATL: 6C63-T6
0.750' 0.232'
0.052• 3.955"
4.055° 3.305° FT3.205" - u u u i
�i 2,455'
uh
5' D.asY i - �S�.9NY,LYN!V2�j'%
1.587•V%CENSg'.
82' 062' No567
0.005 •P'
HIOHBOXSILLRISER MEDIUM BOX SILL RISER LOW BOXSILL RISER FLUSH BOXSILL 0.ISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH PLAYBILL RISER
(24)NIATL: 6063-TS (23)MATL: 6063-T6 (21)MA7L:6063-T6 (19)MATL'6063-T6 (20) MATL: 6063.T6 (22)MATL: 6083-T6 (25)MATL: 6063-TB 17,1 •. ( � :'IY`
torortN�asea� EXTRUSIONS
6rR smeS SERIES T/OH.P. ALUMINUM SGD
JR W!➢0/fl 0 NO CHANGEGTHI$SHEET. M e.°.uae .w.c >•w�a �^^ P. LYNN iIICLEn, P.E.
NTS 1 10 a 10 PGTDDDS G P.Eks5N5