HomeMy WebLinkAboutNOASCANNED
BY
MIAMI DADE St. Lucie County
s
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
MIAMI-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
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.
AIISSELE 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
q 22I u� 1'7 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 08/05107, 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, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(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 06/10/2014, 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 underprevious 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 12/29i09, 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. 09-082611)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
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.
Product 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 5t1 Edition (2014) and FBC 61s
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. IS-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)
S. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P. E.
(Submitted under previous 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.
P� aduct Control Unit Supervisor
NOA No.17-0420.14
Expiration Date: March24,2020
Approval Date: October 05, 2017
E-3
GENERAL NOTES: SERIES 170 H.P. SMI 5LIDINU ULA55 DUUR WI I REINFURGEMEN I
DESIGNPRESSURERATING
IMPACTRATING
SEE TABLES MA ON RA TEDFORSNNLWSSILE
1) GLA➢NG TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR)
SHEET4 IMPACT RESISTANCE
GLASS STRENGTHS: T-TEMPERED
INTERLAYER TYPES:.090' PVB
COOESISTANOAROS USED:
G9.1'LAMINATED INSULATING GLASS: 3/16'T EXi. CAP +3/8'AIRSPACE +7/16'LAMINATED: (2)LEE$OF3/16" T GLASS WITH.090' PVB INTERLAYER.
•201TRORIDABUILDINGCODEIFBOL6THE0Dlw
G9A-1'LAMINATED INSULATING GLASS:1/4'T EXT. CAP -SM6'AIRSPACE*7/16'LAMINATED:(2)LITES OF 3/i6'T GLASS WITH.090'PVB INTERLAYER
'2ma ROE IDA BUILDING CODE(FEl STH MITIOAl
•ASTM E1300D9
G10-7/16'LAMINATED:(2)) PVBINTERLAYER.
NOs2018FGRWOOD CONSTRUCTION
1/4"TGLASS WITH .090'PVB INTERLAYER.
G10A LAMINATED: LMEOF3/16'T GLASS
-ALUMINUM
•ALUMINUM DESIGN MANUALADNM015
I-AMC�10
2)UEGIGN PRESSURES: A NEGATIVEDESIGNLOADSBASED TESTED PRESSURE AND GLASS TABLES
ITIFR E ATIV D
•AG
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
N LES A TME1
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3) ANCHORAGE: THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE
DETAILS SEE SHEETS 46.
4) SHUTTERS ARE NOT REQUIRED 30' ABOVE GRADE.
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
6) REFERENCES: TEST REPORTS FTL-5996, FTL6005, FTL.7468. FrL6012 & FTL-7825,
ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&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).
B) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WTTH 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 & 7.
DLO. WIDTH= NOM. PANEL WIDTH-7'
D.L.O. HEIGFIT = DOOR UNIT HEIGHT-10.126' TABLE A:'
PANEL HEIGHT = DOOR UNIT HEIGHT-1.860"
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6:
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE
COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE
TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND
SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN I APT THICK 1X WOOD
BUCKS ARE OPTIONAL IF UNR IS INSTALLED DIRECTLY TO SOLID
CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/'2' 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 OR ARCHITECT
OFRECORD.
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, MAY 1W
THICK & MCD 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,
30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION. I
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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, MN FY-33 KSL
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND
BEYOND METAL SUBSTRATE.
CER1:4aAUDI IABY
1 10 1 POTOOOS
1 PRESSURES.......4
TONS. .. .... . .. ..... 7
iURATIONS.._...... 7
SECTIONS,........... 8
LIST ....... _.............. 9
SIONS................... 10
PRODUCT REVISED
as lceeaoy� Im ma Florida
ROAN. 17-0420.14
Eapiavembat 03r24/2020
I. W=t Caabe
Nc 587M
MAX. UNIT MAX. UNIT
WIDTH 96" � � WIDTH 145 5116"
MAX, MAX
DOOR a / a / e DOOR / / a °
UNIT e a / / UNIT a a / ) e
HEIGHT / / HEIGHT
108" 1081,
1� 1�
XO, OX, XX OXX, XXO, OXO
PRODUCT REVISED
m tempt In wll"fae Fln44n
Buuln
.0G o. " 17-0420.14
MAX. UNIT E.PI.G.. Date 032412020
WIDTH 191 1/2" w uNCon4o
F
MAX.
DOOR a
UNIT e a a
HEIGHT
108"
LY
.11
OXXO ♦ICEN
p�1Y ...
APPROVED CONFIGURATIONS = *=
.om YFwromrDwvE :�,p'•, S1n E��
N PEMGER&ASF ELEVATIONS
eEar. oFNme4zszm SERIES 770 H.P. ALUMINUM SGD-SMI ''SiONAL
A OL 7 D NO CW ES MIS SHEET. `-'' "..".. m.uw r 11
to .ee, ® A. IYMI NILLERP.E
°. (44D6aP au� xP. NTS 2 .10 AGT0005 G PEPSBTIS
3/16' T GLASS
-
3/18' T GLASS
.090' P1B
311W T GLASS
.090' PVB
3/6'AIR SPACE 74
SH6 TGLASS
3/i6'TGIASS —
1'NOM. ,
7116'NOM. —
DJ 314'NOM.
GLASS
79 13 7E 80
8
EMEAgR
1°LAMINATED INSULATING 55 7716' LAMINATED
GLASS TYPES 09
311WTGLASS
.090' PVB 7/4' T GLASS
""'TGLASS
5116-AIRSPACE 74 WD°PVB
7/4' T GLASS 1/4-T GLASS
1'NOM. _ 9/16'NGM. —"
GLASS
79 BITE 81
8
E%IEPIgi tNfEgIDR
1' LAMINATED INSULATING 55
GLASS TYPES G9A 9118" LAh
PartO
Description
Material
56
KommeNn94SG TPS Spacer System
57
Ouanex Super Spacer nXr with Hot Melt Butyl
See this
Sheet br
58
Qua urx Guessed Spacer
Materials
59
Cardinal )L Edge Spacer
aTFUCTUWLL 1N'NDM.
.m DEsTYLEN'E
'ITNOEBI(CANT
Exr a KODISPACE
4SG TPS
GLASS
STNUGNEL
TYPES GIO
aRIFOE
alte'NOM.
wfm
DESICCANT
SUPER
Exr. rAwss
�SPACER®N)CfT1
Wr.GVSa
PRODUCT REVISED
74
Pt� s..un tno 1no.1m
ALULfINUM
Du11Nrg Peo
NOA.Na 77-0420.74
ftFJNFORCEnfENr
r Pl atl n Date 03124/2020
3NOM.
vte°NOM.
DY
GLASS
M%ami-D Prouun tentrel
BrE
DESICCANT
OAM
W. G ss
ODURASEALG)
SPACER
54
YPES G10A
-
INT. GLASS
POLYIa
DESICCANT FILL AREA
BVLYLENE
geL
allfi•NoM.
aILICONESFAL
ftOL4FORMED
STAI1r11 STEE
EDGE'"
&
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SPACER,-
SP
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r¢rnv.N¢¢a�nervma:nlanr, arose avm
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=AO.�ATE
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GLALNO DETAILS
Gs
'PVB'=.09g'TROSIFOL®PVB BY KURARAV AMERICA,WC.
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NALE
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CENT OFAUTRA=6
SERIES 770 H.P.ALUMINUM SGD-SMI
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Design Pressure (DP) and Anchor Quantities Required
(Forell eppm Cmfigw turns, Sheet 2 aM Glass Typm. Sheet 3)
Dox Unit Height
Reln lmt .ks
1.
84•
9W
Ile
102•
108'
Hea 4.t'Asbagal
69-T/8•DL0
73-7/8'DL0
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87-71WDO
91-7/8•DUO
9741W DUO
Hmayy uy Sbm
Anchor Grcup
Armlmr Gmup
AnchorG p
Anchor Gmup
A.WrGroup
Anchor Gmap
A I B I C I D
I A 1_!_L C I D
A 1 B 1C D
A B C D
A e C D
A B C D
.".
+9W-130
+90'--130
.9W--130
+9W-130
+8W-130
«9W73024•17-OLOSlu
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2GSa2C:»2
CS+2
C5+2
C5+2
CSr2
C5+2
CS+2 C6+2
05+2
C5+2
C5+2 C5+2
CSr2
C6+2
C6+2 C6+2
C6+2
b
108
a
810
8 8
8
10
10
10
10
12
10 10
10
12
10 10
10
14
10 10
10
asum
.16
130
+901-130
+9W-130
+9W-130
+90F130
+OW-130
DLOSlu
C6.2
CS•2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
C5.2
C 2
C8+2 Ca+2
CB•2
C8+2
C6.2 06+2
06«2
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C5+2 W2
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12
10
8
8
12
10
8
8
12
10
10
10
14
12 10
10
14
12 10
10
16
12 10
10
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+9W-130
a904-130
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CS+2
C6+2 C5+2
CS+2
C6+2
C6+2 C6+2
C5+2
C8+2
C6+2 C8+2
C8+2
CT+2
C7+2
Cea2
C6+2
Cla2
C7.2 C7«2
C7+2b
12
10 8
8
14
12 e
8
14
12 10
10
16
14
10
10
18
14 10
10
18
14
12
10
msaum.+9W--130
+W430
+90A130
+904--130
+90A130
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ip
pSlll
C6+2
C8+2 C8+2
C6+2
C6+2
C8+2 CB+Z
C8.2
C7+2
C7+2
CM
Ca+2
C7+2
CT+2
C7+2
C7*2
C8+2
C8r2C]+2CT+2
Ca+2
CB•2 C7a2
C7+b
14
12 8
8
18
12 10
8
16
14
10
10
18
14
12
10
ZB
18
12
10
20
16 12
10
Design Pmseom
'+0W-1%
+9W730
+9W-130
+9W-130
+9W418,5
.9W-119
DLO
Hea Slll
C8+3
C 3
08+3
C8+3
C7+3
C7+3
C8+3
C6+3
CT-3
C7+3
C7.3
C7+3
C8a3
C8+3
C8+3
C8+3
C8+3
a.3
C7+3
C7+3
C8+3
C8+3
+
C7+2
Jamb
18
12
10
8
18
ib
10
8
18
14
12
10
20
18
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
w
INTERLOCKS TO BE REINFORCED
WITH THE 466 HEAVY-DUTY REINFORCEMENT
HEAVY-DUTY STILES
1.. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4- SILL.
2. WHEN USING THE 2I W SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4- 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 12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
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 a DOOR UNIT HEIGHT - 1,866'
®1raFAvm.r�9e
4 • 10 I PGTTNMS
TABLE 1A
SIH Height to
(Water hHltratim RHirg)
SIII Poser HeMht
(+)��
Presaure, psf
Fbah-1-12'
aee lda3
Lwv-2-1/7
+46.67
Ilbh-4'
+80.0
SEE NOTES 1-3
ON LENGTH
OH OH HEIGHP=ON RATIO
HEIGHT
Wol E GREAT 1
g OR GREATER
SEE NOTE 3
PRODUCT REVISED
eou
'=commp mltb MO FIOH4a
a moo-x. 774)420.14
O P"Uon gam 032412020
ey
nmml-o Hasa= comet
m
No.5B703 1 t
EXAMPLE OXX ANCHORAGE PLAN:
(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES. A IN CONCRETE SUBSTRATE
7
t,
'ANCHORS PER PANEL'ARE THOSE
AT THE HEAD AND SILL BETWEEN
CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB.
24'MAX. O.C. •""
•rkNlx
6'
(ADD ADDITIONAL J.ar
t20)ANCHORS TOTAL@
ANCHOR MIDSPAN
EACH HEAD &SILL
IFNEEDED)
21
48' NOM. PANEL WIDTH
MAX.
)8'
AX
6' MA
. 24' MAX.O.C._
B"MAX.7YP. I
`
C.L. ASTRAGAL
MA%.
(12)
1C ANCHORS
PER
JAMB
(SEE
SHEET
6FOR
CLUSTER
O.C.
SPACNIG)
PRODU1yC�T9 REVISED
Reim., LenU IN Nn FlaH4e
NOA-N.. 17-0420.14
C ppira' Len Data 03124/2020
By
Mlem � e Pro4ud LonNol
SEE CLUSTER DET., SHT.6
3-1f2'MAX. �( (�— rc Ro c'I F --{ F� �'�' �(� ASTRAGAL INTERIOR
INTERIOR 8'MAX
2.04" 4 0
enee TJI 24' MAX. O.C. — LOCATED ELOW
8'MAX I CENTER OF PANEL EXTERIOR
145-5116' MAX.
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHOR TYPES: SEE TABLE A, SHEET 1.
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFED IN TABLE 1 ON SHEET 4:
HEAD & SILL ................ W MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8- FROM CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24' MAX ON CENTER.
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL I INTERLOCKS ON SHEET 6.
JAMBS .... ....... _........ _ 6' MAX FROM BOTTOM AND 21' MAX O.C.
UTILIZING JAMB ANCHOR QUANTITIES FROM lvp rzaom«oorDarvt= °`0"'
Nۥ FY N:m ANCHORAGE SPACING & EXAMPLE PLA
TABLE ON SHEET 4. ,e,,,,„,,,.,�, �—j�-1 _
rmr. apAurNasxe
n .,
5 + 70 PG70005
0:
A�
0� (iEbF�
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON
INT.
MINIMUM ALLOWED.
2BSMETAL SIMILAR TO WOOD
RATES AS
SUBSTRATES AS SHOWN,
DIAGONAL, O.C. DIMENSION IS 4.051' IN THE
4.051'
HEAD S SILL, G' IN THE JAMB.
21f18"
2x WOOD BUCK TYR,
EDGE DIST.,
SEE ANCHOR NOTE
-�jSEE TABLE
3, SHEET
SHEET 1
1
4.051'
T - H CENTERLINE
EMBED.,SEE 5ANCH(
TABLE A. SHEET 1
114' MBED., SEE TABLE A SHEET I
MAX
SHIM 1/4- MAX SHIM
WOOD ANCHORTYP., SEE Ix WOOD
ANCHOR NOTE 2, SHEET 1 BUCK TYP.,
CEI A. 2-TRACK W/SCREEN FRAME HEAD SEEANCHOR
WOOD INSTALLATION NOTE3,SHEETI
CONCRETE
ANCHOR TYR. �
EDGE DIST, SEE ANCHOR
SEE TABLE 2-1/16" NOTEI,SHEETI
SHEET 1 I
INT.
—
ASTRAGAL OR
INTERLOCK
CENTERLINE
3.S
1.75'
4.051' 2.04'
0
EDGE DIST.,
SEE TABLE A
SHEET
1
2-TRACK ASTRAGAL/INTERLOCK
6 ANCHOR CLUSTER - C6
LNT.
INTERLOCK
CENTERLINE
t��t�i:Lf+1.5
L-IXAH AS I RA LI wItn+-wn
S ANCHOR CLUSTER -Ce
2.06'
ASOR TRAGAL
INT
INTERLOCK
CENTERLINE
7'
3.5'
o
TTT
4.051'
2-1 HANK A.] liHlfAl/IrvIC+(LWn
FIE 7ANCHORCLUSTER-C7
EDGE DIST.,
EXT. �— EMBED.,SEE �' DETAILD 2-TRACK FRAME JAMB SEETABLEA--(H��--��j
TABLEASHEETI CONCRETE INSTALLATION SHEET 1 �I2-1/16
1/4' I 2x WOOD BUCK TYP., SEE 1zWOOD '
ANCHOR NOTE 3, SHEET I BUCKTVP.• _e.
SHIM WOOD ANCHOR TYP., SEE SEE ANCHOR E(T,
PRODUCT REVISED
n91mp ol.wIM BO FbR4n
EMBED.,
9.lW
xoaxe. 77-0420.14
SEE
TABLE A,
O+PImL nD I*O iU2020
SHEETI
By
+mamm
ANCHOR NOTE 2, SHEET I aEXTERIOR INTERIOR NOTE 3, SHEET - I
DISTAILB 2-TRACK FRAME HEAD (ALL VERT. SECTIONS) 1/4'�
MAX ONCRETE
WOOD INSTALLATION EMBED.,SEE SHIM
-WOOD ANCHOR TYP„TABLE A, SHEET 1
SEE EDGE GIST, SEE
ANCHOR
SHE
ANCHOR NOTE 2, SHEET 1 1/4' h1AX. SHIM -+i SEE TABLEA SEE ANCHOR NOTE 1, SHEET 1
SHEET 1 DETAIL F. 2-TRACK FRAME HEAD
2x WOOD BUCK TYP.. SEE CONCRETE INSTALLATION
1/4' MAX ANCHOR NOTE 3, SHEET
(SEE ANCHOR EMBED., SEE 114' MAX 2-1116"
NOTE S, SHEET I) rTA WOOD ANCHOR 2-1/I6" OT5, SH�) G/- O CRETE
FX . L 1 -1 ' NOTE 2, SHEET 1
2x WOOD BUCK TYR, SEE EMBED., SEE `�,"pTIy LyN,)V "
-- EXT. ANCHOR 3, SHEET lki
TABLEASHEETI {�}.••••'-•'2-1f16 EDGE DIST., SEETABLEA DETAIL E. 2-TRACK FRAMEJAMB DETAILC 2-TRACK FRAME SILL SHEETI WOODINSTALLATION SEE ANCHOR NOTE I, SHEETI _ *+ _ N458705 -_
WOOD INSTALLATION DETAILG 2-TRACK FRAME SILL A•SHEETI
CONCRETE INSTALLATION %'M L4 1 SIT n- _`
%O% 51/ -1 / ,.
ANCHORAGE EXAMPLE CLUSTERS %°6y; :";<omo : '-* 4-1
I.M.rFRr.ecAlm+.rmesj SERIES 770 H-P. ALUMINUM SGD-SMI �''•'?, ENG`��
JR 04N.1MT G CHANGmJMIB OCTO B'. anwswemn �� ^` m"°'m '_ A. ('F14AM0.lEk, P.L.
NTS 6 a f0 P05u70005 G PEp se]Os
cenvos w4
MOLE
K
7ERLO
LGGHSI¢E
SINGLE
OG Sf4E
A
W ERIOCK
LpCKSnrc
SINGLE
D
wTFsuocK
Lo=VIE
SNGLE
M
INTERLOCK
L
ASRNGAI.
f.YSINGLE
fX,T
LR�^�
Paravn
our
INTERLOCK
NASTRA(UL
SINGLE
w
w auoc
PluaaO
CsmG
A4lRAGAL
wf,,,=
w
Paxw
SwG E
FlX )
p
wrlaco[x
LocrcinE
RLOfXGIRE
WIEW-GCK
ASTRAGAL
FOM
PaTT
010
LOG(STILE
T
ASTRAGAL ❑
FOm
I�oa
IN l—�®Ql•
LOOMU?
SIXID
ASTIJ
LOCXSR[E
OUT
��
S
FC®
y ASTRAGAL
_
LOCKmw _LD�A3�
w
NONE'
REINFORCEMENT (ITEM B66) REQUIREDAT ALL INTERLOCKS.
4 INTERIOR
� n(ALL PANEL TYPES)
v EXTERIOR
D,LO. 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:
SHT. 8 & ANCHOR 1. MAXIMUM NOMINAL
DETAILS'D' 11e. SHT. B INTERLOCK DETAIL'J', PANEL WIDTH FOR ALL
SHT.8 PANEL CONFIGURATIONS
EQUALS 48'
ASTRAGAL DETAIL'M', SHT. 8 HEADER DETALT, SHT.8
EXTERIOR &ANCHOR DETAILS'W 79'
&-F. 84.6
191 12'MAX. UNITWIUIH
41' MAX. NOMINAL
D.L.O. PANEL
WIOTH—_I_WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
1'
D.
'P'
977/8
MA
MAX.
y
D.LO.UN
HT
SEE
H
Typ,
REINF.
NOTE
REINF.
TY
3
L
R
r
SEE FRAME & OO(O (2 TRACK) SILL DETAIL'H, SHT. 8 &
PANEL CORNER ANCHOR DETALLS'C 8
CONSTRUCTION 'G'. SHT. 6
DETAILS BELOW SILICONE
BY OTHERS
#BX1"
PH SMS
p10 X 1.80'
PH SMS
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. 4 FOR
ANCHORAGE DETAILS.
2. MAX. DLO WIDTH =41'; MAX. DLO HEIGHT =97 718'. MAX PANEL HEIGHT= 106118'.
3. (1) LOCK (ITEMS 75 & 107-110)AT EACH LOCKSTU. LOCKING INTO KEEPER
ITEM 103)AT FRAME JAMB OR ASTRAGAL
PRODUCT REVISED
.cam gritty MO Flortea
au0am>, en
NOn-Na. 17-0420.14
PnaimS n Date 0312412020
By L
MIa�F�6 Pmeucl Gonlrol
a
_ * : N0.58706
CERI. [IFAUix /ID29B JCKICS//V M.Y. ALUMINUM Juu-JMI "/Illltt�"
JRObD3111 Gx NO fJNA'GES ]NIS SHEET. rae c.t r r 0.LYK1 Prt1ER PE.
3MC M05N0 'a"�""�'� Go>mxr. fJTS 7 - 10 PGT0005 G PEe5eN5
9
I 82 iti 87 01 fib
EE
55
113
ALL REINFORCED INTERLOCK
DETAIL'S
2 (
52 fii
s3
DETAIL W SCREEN
7A HEAD
(2-TRACKSHOWN)
SILL RISERS OPTIONS
(SEE D.P. LIMIT TABLE 1A, SHEET 4
SEE SHEET 6 FOR FOR
INSTALLATION DETAILS) 41".
EXT.
I.ser
RUSH BOX SRL RISER LOWBOXSILLRISER
JNOT VALID FOR WATER (2-10)
IL TION RESISTANCE)
PART ILLUSTRATIONS
(SEE SHEET S FOR FOR INSTALLATION DETAILS)
STANDARD CLIP OPTIONAL CUP
W/RETAINERA106 W/RETAWER#123
DETAIL'IP(FD(ED PANEL) ,
DETAIL'O'SCREEN aEXTERIOR INTERIOR
AT SILL (ALL VERT. SECTIONS) DETAILT SCREEN
(2-TRACK SHOWN) AT JAMB
(2-TRACK
LOW FLAT SILL RISER
MEDIUM BOX SILL RISER
Q(33-1/4')
EXT
l
j
- 3.905'
MEDIUM FLAT SILL RISER
(3-1/4')
L ..OFAUfH
24
IFEXT.
HIGH BOX SILL RISER
(41
�S
EXT.
HIGH FLAT SILL RISER
(4')
MAXlw 9TT/B'
DOOR UNIT'
NEIGH! DLO
ttp.
S • 10
QINTERIOR
(ALL HORIZ SECTIONS)
, ? EXTERIOR
OETAIL'I'
DETAIL'R
PGTOOOS
ASTRAGAL
DETAIL$W
PRODUCT REVISED
p1YinG with tho R.fla
BuptlNpfCwodd
Honxa 17-0420.14
laplraue�n Da�le �032-4@02D
NiamPn4uol Control
* LNo. SRD)S
�i�KOSS.RO1pDP,: C
;oMAL1EN1
A LYNNMRLER P.E.
Item
PG g
PGT#
Description
60
17J39
617339
HEAVY DUTY ASTRAGAL
69
In24
617324
TOP 8 BOTTOM RAIL
70
17360
417350
WEATHERSTRIP EXTENSION OILECTION MOLDED)
71
1695
71696
I-IlTX 1' XW4' HIGH RN SEALDUSTPLUG3
]2
8153
Minx
TANDEM ST. S7L ROLUERASSY.
T3
Elm
M153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW499, DOW4950R GE7/00
?S
aim
78185X
GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRAM PLATE
76
71032X1FPM C1032X1'FLS.S.SCREWWIWPE'F'TP
77
71032M
10J2 STEEL ZINC U-UUT
79
17330
mn57
1'ID BEAD
BO
IM59
617359
7AV BEAD I FIXED PANEL OUP
81
17360
SIMS)
9116'BEAD
82
1224
6TP247K
VINYL BULB WEAl11ERSlRIP
03
617,5
170
LOWE INC.1 X VIV SOL SIDE ACR TAPE, POLVEM
100
B092
48052
ROLLER ADM. HOLE PLUG
101
720e7
4AM8 BUMPeR
1n
16%
71696
DUSTPLUG
103
etas
7818"
VKEEPER
IN 03 7SOKEEP SCREEN LOOK KEEPER
105
1T344
Gin"
FIXED PANEL CUP -W LONG
PRODUCTREVISED
iW
17345
617345
EXTERIOR FIXED PANEL RETAINER-9116•
• Plto4ewiW lAe Flo,i"
eO" Cotle
107
1739
)1]39
HANDLE KIT- INIEWORTUISED WITH THLMB TURN
NCgtla '17-0420.24
108
17Q
M740
HANDLE TOT- RAISED EXTERIOR HANDLE
I:rylraVon DD1e 0324/2020
1m
1731
781USN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
BY
710
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL
Buu roeu cones
III TiOX34PP3DAX k10 %J/d•PH. PR TEK-3.5.
112
1235
6]M16
WSTP, l70'X.17W-nNSEM.
113
1712
64066
.lBr X.230-FINSEX.
114
71OX115PPX VIDX1-11V
115
710XPPT
#IDX1'
116
720X1X
01i2OXI-S,S.
117
720XI12X
01420 X 1.V S.S.
723
617352
61]352
FLIED PANEL RETNNER TlB°
NOTES:
`11
LYry I I",
1) ALL ALUMINUM = 6063-T6
2) ITEMS 93,4.G-10.12,13.16.17,26.39,60,67,78,64-998118-122 ARE NOT USED AND ARE NOT PART
OF THIS APPROVAL
�. TIY
LY
14mtEawna6YDRME
: t'-
uT19DCEiL�
PARTS LIST
-4..•
�*�i11T^LB
SERIES 770 H.P. ALUMINUM SGD-SMI
UR
w,p9n]
G No crwNGEs 77nssxEEr.
'
AL{�L1ILBaE
0flM09
rsu
6DDTm N.R. NT8 9 s 10 1GTL1IXl5 G
P.Ea5ato5
Item
DwGg �
PGT#
Desagllfon
1
1]306
fif]306
2-TRACK MEAD
2
t]303
61]JW
2-TRACK HERO WITH SCREEN MIL
5
1731d
617311
FMME SCREW COVER
6
1]3II
6173f7
FRAME HEAlY3AMB ADD-0N
7
1)30/
6f730d
2-TMCK SILL
8
1]JOt
617301
2-TRACK 9LLLWTM SCREEN ML
11
1T313
61T313
FRAME ILL TRACK INSERT
14
1T305
617305
2-TRACK AMB
15
ti3p2
61]302
2-1MCK JAMB WITH SCREEN MB.
1B
1]J22
6t]322
SILL RISER _
19
17319
61]Jt9
SILL RISER -HOLLOW
20
iT321
61]J21
SILL WSER-LOW FLIT
21
1T31B
61]J78
SAL RISER -LOW HOLLOW
22
1T3E5
6113%
SUM ER-MED FLAT '
23
1TJ6/
61]364
3LL W6ER-MED HOLLOW
24
1)320
61]320
9AL flI3E0.-HIGH HOLLOW
25
1'7J23
61TJ2J
SAL W9ER-HIGH FIAT
"EMS
4043 ARE SCREEN PARTS:
40
p19
612298
SCREEN SIDE NUL•LOCKSIILE
41
TLOCKWOSK
SCREEN LOCKSET
42
9tBiB
SCREEN KEEPER SPACER SET
43
8182
t4162
SCREEN WTERLOCKADAPiER
M
4428
64428
SCREEN DOUBLE INTERLOCK
45
4Jti
612256
SCREEN TOP MIL
46
/310
61235/
SCREEN BOTTOM ML
97
66B
]SRA2
STANDARD ROLLER
48
fi68
7SRAX
STANDARD 7iDLLER•ST.9TL
49
434d
E4344
SCW2EN ASTMGAL
50
1]J49
61]J49
ONO SCREEN ASTMWLAOAPIER
61692
SCREEN
SPLINE -.165'
61694
SCREEN
9PUNE •.160'
B1B16C20
SCREEN CLOTH
1/2' X 4' X 1116' SETIINO BLOCK
1'%4`%1I16`SETIIND BLOCK
M161
611326
PANEL SIRE (HEAVY DUTY)
61]3Z!
INTERLOCK ADAPTOR
67P248
VINYLBULB W9IP.•MWQN510E W1EIa0CK)
Tt]39
SM1L ENDWEATHERSTRP PAD
617328
INTERLOCK SCAEW COVER
6
617346
INTERLOCK ALUM RE WF. (PANEL•9')
' 1.050• --1 1.36
0.778' �� �{ 1.050' � 1.OS0' I� 7.003'
00062• 0.611'0.062' - 0'5"0280'0.062"7 00.75]' -°y 138'1ji 0.284" FU(EO PANE CLIP/ � 0.050' O.OB7'
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD 17716•) GLAZING BEAD (9/1" GLAZING BEAD W I.G.) FIXED PANEL CLIP I
(65) MATL: 6063-T6 (5) MATL: 6063-TB (80) MAT1: 6063-T6 (81) MATL6063-T6 (79)MATL: W63-T6 (105)MAIL'6063-Tb 0.081•
F� 4.125' 6.t9B' 449'
0.052'
3.25'
i 7.18Y 1.888'
1.304' 1.211. 7.50V
5.06!
O.OBT 1.730'
2-TRACK HEAD WI SCREEN TRACK 2-TRACK SILL
TOPIBOTTOM BOTTOM RAIL l21 TI� W TS
(69)MATL 6003-76 3.9791
-!47I 4
o.o7s
0.133' 1.645'
F.- 3.125' D.231'
HEAVYDUTYSTUP HEAVY DUTY ASTRAGAL
(81)MATL: 6063-TB (68)MATL: 6063-TB
5.089" WbW
1.211.0.080•F0812-TRACK HEAD MATL:8063-T8REINFORCEMENT
0.7ET (66))M L:606vm
0.76W (PANEL LENGTH-9')
0.750'
o.osr4.055' 3.305'
2.555' p,
RISER LOWBOXSILLRISER F
(24)MATL: 8083-T6 (23)MATL: 6083-TB (21)MATL: fi063T�
(7)MATL'6063-T6 INTERLOCKADAPTE
(62) MATL' 6063-T6
.062'PLUSH FLAT SILL RISER(1B)MATL.6063-T81.BT2"I� 0.080'2-TRACK SILL W( SCREEN TRACK0.83' (p MATL: 6063-T6
0062• - 1.019" SCREEN STLET 0.752' 0.709' 080' -' Il
(40) CREE 8083-TB 0.080' I4 - 1.0I5' D.D80• 1
SILL TRACK---���III U'663 hhh--- -+I
(11)MATL'6063-TG FD(ED PANEL POND
1.993' 0.062' RETAINER. TV RETAIN
SCREENTOPRAII � � 0.875° (123) MAIL: 8083-T6 (106)MAT
(45) MATL:6063-T61 993
L-f0.062•
SCREEN BTM. RAIL 0.232'
(46)MATL: 6063-T8
0.237
F7 0.806'
3,205"
����� 2.955'
062' -- 1
III°IILJII' 1.5167'
+ 0.062' 0.062' -+11 0.062' +8
rya01et1mo
mlr. oaurR icme
R
2•TRACK JAMB
(14)MAT'L: 60B3-Te
0.709'
PANEL
ER. 9/18'
L 6063-T6
0232'
3.955•
• 10 1 PGT0005
2-TRACK JAMB W/
SCREEN TRACK
(75) MATL: fi06&T6
PRODUCT REVISED
In ILA Mo FIa11Ea
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NDA-Na 77-D420.94
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No. 58705 =_