HomeMy WebLinkAboutNOA-6UANNEG
_ �. � BY
MIAMbDADE _ St. LUCIP. COIl11ty
MIAMI—DADE COUNTY, FLORIDA
o - PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamldadc.Quvlecunomv
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
,SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami -Dade County).and/ or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "770-1EIP" Aluminum Sliding Glass Doors w /Reinforcements-L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD - L.M.I.",
sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "F" dated 05105116, signed
and sealed by Anthony 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: Large and 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. 15-0106.08 and consists of this page I 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.
MIAMInAOE COUNTY 1/ /} NOA No. 16-0629.07 I Expiration Date: March 24, 2020
ollu'�1� Approval Date: August04,2016
111 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SOD - L.M.I.", sheets 01
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "F" dated
05/05/16, signed and sealed by Anthony Lynn Miller; P. E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of 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) 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 (Samples A-1, A-2, B-1, B 2 and C-1), 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 1009.07)
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No.16-0629.07
Expiration Date: March 24, 2020
Approval Date: August 04, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. 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 (Samples A-1, A 2, B-1, B-2 and C-1), 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 previous NOA No. 09-0826.12)
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 (Samples A-1, A-2, B-1, B-2 and C-1), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No.'s FTL-5998, FTIr-6005 and FTL.-6012, dated
08/10/09, all signed and sealed by Julio Gonzales, P. E.
(Submitted under previous NOA No. 09-0826.12)
6. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and
FTL-5254.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51"
Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0106.08)
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.16-0629.07
Expiration Date: March 24, 2020
Approval Date: August 04, 2016
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer" dated 03/12/15, expiring on 12/11/16.
F. STATEMENTS
1. Test proposal No.16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
3. Statement letter of conformance to and complying with FBC 5" Edition (2014), issued
by manufacturer, dated 12/31/14, signed and sealed by Anthony Lynn Miller, P. E.
(Submitted under previous NOA No. 15-0106.08)
4. 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.15-0106.08)
5. 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 1009.07)
6. 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.13-1009.07)
7. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P. E.
(Submitted under previous NOA No.13-1009.07)
8. Laboratory compliance letter for Test Reports No.'s FTL-5998, FTL-6005 and
FTL-6012, all issued by Fenestration Testing Laboratory, hie., dated 08/10/09, signed
and sealed by Julio Gonzales, P. E.
(Submitted under previous NOA No. 09-0826.12)
9. Proposals No.'s 09-0177-A, dated 05/05/09, B, dated 05/27/09 and -C, dated
05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E.
(Submitted under previous NOA No. 09-0826.12)
G. OTHERS
1. Notice of Acceptance No. 15-0106.08, issued to PGT Industries, Inc. for their Series
"770-BP Aluminum Sliding Glass Doors w / Reinforcements - L.M.I.", approved on
03/12/15 and expiring on 03/24/20.
Jorge M. Plasencia, P. E.
roduct Control Unit Supervisor
NOA No. 16-0629.07
Expiration Date: March 24, 2020
Approval Date: August 04, 2016
E-3
GENERAL NOTES: SERIES 710 li.) . LMI SLIUING GLASS UUUK WI 1 H KtINrUKGtMtN I
I DESIGNI i SSURER VNG
IMPAGTRAMG
SEETABLES141ADN
RATEGFORIPRGE851AA
1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR)
SHEET4
MISS11EDWACF11ESISTANGE
GLASS STRENGTHS: T=TEMPERED HS-HEAT STRENGTHED
STANDARDS USED:
INTERLAYER TYPES: SG=.090' DUPONT SENTRYGLAS
.2014E MDA BUILDING MDE(Mc), STH EDmoN
G4-7/16' LAMINATED:
(2)IFES OF 3116' HS WITH .090' SG INTERLAYER
-ASTM E1G0G09
34A - 9/16' LAMINATED:
(2) UTES OF 1/4' ITS GLASS WRH .090' SG INTERLAYER.
•ANSVAFaPA NDS-2012 FOR WDOD CONSTRUCnON
LAMINATED
INSULATING GLASS: 6TH.09D'SG INTERLAYER
9- CAP SPACE47/16LAITE:(2)LES OF 3/16' HSGLASSWfG6-1'
•ALUMIMIM DESIGN MANUAL,AOM¢010
36A- i'LAMINATED INSULATING GLASS: 1/4'TEXT. CAP 46/i6'AIRSPACE + 7116'LAMINATED:(2) LTTES OF 3/16' HS GLASS WITH.090' SG INTERLAYER.
•AISIs10g-0'7/522010
2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300,
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
NOA DRAWING
MAP
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 DISSIMILATE MATERIALS SHALL MEETTHE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE FOR ANCHORAGE
SHEET
DETAILS SEE SHEETS 4-6.
GENERAL NOTES.............1
4) SHUTTERS ARE NOT REQUIRED.
ELEVATIONS....,._ ..............
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
GLAZING DETAILS..........
..3
3
6 REFERENCES: TEST REPORTS FR5998, FTL-6005, FTL-7468, FTL�S012 8 FR-7625.
ANCHORAGE...... .... . .......
4-6
ELCO ULTRACON, CRETE FLEX AND AGGREGATOR NONS,ANSI/AFBPA NDS FOR WOOD CONSTRUCTION AND ADM. ALUMINUM DESIGN MANUAL
DESIGN PRESSURES .......
4
7) THIS PRODUCT HAS BEEN DESIGNED$ TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
ELEVATIONS .....................7
HURRICANE ZONE "/HZ).
CONFIGURATIONS........._
7
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
VERT. SECTIONS ..............
e
9)CONFIGURATIONS: STRAIGHT DOORS -MAXIMUM 2 TRACKS BY 9 FT. (1DB')HIGH WITH MAXIMUM 4FT. NOMINAL WIDE DOOR PANELS, MAXIMUM 4 PANELS. SEE
HORIZ. SECTIONS .......
.... 8
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 S 7. PARTS
LIST .......................
9
EXTRUSIONS ....................
10
D.L.O. WIDTH =NOM. PANEL WIDTH-7'
D.L.O. HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT= DOOR UNIT HEIGHT - 1.865'
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI4TADE
COUNTY, USE ONLY MIAMI-DADE COUNTYAPPROVED ELCO 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 WARE LESS THAN 1-1/2' THICK. IX WOOD
BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID
CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR
GREATER 1X 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
OF RECORD.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA EUILDING CODE AND TO BE
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX 1/4'
THICK 8 3400 PSI MIN.. (DONE BY OTHERS) MUST FULLY SUPPORT THE
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,
AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD.
30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
Group
AncMr
Sub b
Fmme
Member
Min. Edge
Di nco
Min.
Embedment
1
ll4'FJw UMawn
concrete Nn 2.85 "1)
maslWJemb
1'
1-]10'
Ltgmmed WIJ. 0511A G50)
Jamb OM)
2-1w
1-17P
G WWGIU(AIMI G90, Nn2"I nd)
mbaN4
2-112'
144-
2
1/4'Bw110S.5.
On.FI..
concrete lNn0.3¢k¢6
mnddSVA b
1.13v
uMECMU.(ASWD )
P.T EMN. Plm G-0.55
Jambantf
Read50Mrnb
24
1'
1-114'
1.3
V4'51'0 Uo-ewn
Gncmte (Nn 255 kd)
HaedSN
1'
1'JB'
5
012. 1"N410
. SG SM5,
(min. 111MeadVin)
Un mWe0 ,X.1U (ASIId GW
P.LSOWMm PW (SG=035)
Amb onl
HeadSSUJamb
Y
wiv
I Vr
AWrm'mm, rW3T5'
WadSJVJamb
WW
Sm'
0.071'
.Wl'
Saal, P]a'
Steel Stud, AM GC W'
Head/sllu.6mb
Head511VJamb
3/5'
YS'
GOW
D.Datt'
1l4' Boo 18-05,5.
Agme4aao'
D¢mmb mb.].275:m
H¢adSVilb
14W
IJ
U'.md CMU, IA57M Gk0)
Jmnb wR
2'
1-111'
GmJaI GIU (ASTM CA], Nn2Yal Pmd)
Jambak/
S
2
P.T. Seulllem Plw
SG•0.55
HadGIV&rnb
I.
1-L4'
4
012, BIceI SN5 G5,
(min ll threaddin)
P.T. SoufMm Plne(SG-0-55)
*aws IVJamb
0113'
IJ
AWmin.,W6}15'
HWdSaVJmb
]le'
0A71'
Steel,A]5'
MedSIIVJamb
YB•
U.OW
SlaW Stud. A¢ 3 GL M'
H SllvV
YS'
aour
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE
AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION.
PA- '.TA
NGCd4S Fl, 4
PRODUYCYttnTn REVISED
Bp11E1ng I1w, iM M. R.dda
NGA-No. 160629.07
E.plaaN.. 0.a1,n 03/24/2020
MIan4�i6o Pa ct Gontnl
mi
MAX. UNIT MAX. UNIT
WIDTH 96" � � WIDTH 145 5/16"
MAX. MAX.
DOOR / / DOORUNIT
UNIT
HEIGHT tl HEIGHT
108" 108"
X0, OX, XX OXX, XXO, OXO
MAX. UNIT
WIDTH 191 1/2"
MAX PRODUCT REVISED
B PIrIn9 with oPloritl
DOOR
/ / / / B g Cado6.0629.07
UNIT eaPpi. �lon Pato03124Y1020
HEIGHT
10I8" miam e me"d mr"1
OXXO "•i:jy
APPROVED CONFIGURATIONS
ELEVATIONS'
rmwrraumm°>n.uaYr'•^$:r".
Paeox,saP SERIES 770 H.P. ALUMINUM SGD-LMI':'`dj.:
Sbf mm rcu
01L ' '�'A'a�'� ® s0o>•mxn. WSJ 2 .10 PGTM F ALYNNIItlIm P.E
3/16' HS GLASS
3/16' HS GLASS
DUPONT.090 SG
SIUCONE
DUPONT.090 SG
3/16" HS GLASS
BTRUCTULE
3116'HS GLASS ''j
74
SPACE 74
3/6311W
1/4°NOM.
T GLASS°AIR
WRHDESIGCANT
NOM. �{
1' NOM.
ITPS CE
W. GIASS
ss
82l16'
4SG
3/4°NOM.
83 3/4'NOM.
GLASS
GLASS
80
617E
79 BrrE
IM. GLASS
65
IXi
E%fEwOR
ALUMWUM
54
REINFORCEMENT
1' IAMINATED INSULATING 55
a
7/16° LAMINATED GLASS TYPES G4
N1g'NOM.
GLASS TYPES G6
eurvL a
DE9ICCANr
'
FOAM
DURASEAL®
SG= DUPONT
SENTRYGLAS
Incr. SS
@SPACER
3l16' HS GLASS
114- HS GLASS
OUPONT.090 SO
TNT. GtA55
DUPONT .090 SG
3116° HS GLASS
1/4°HS GLASS
74
5116-AIRSPACE 74
1/4•TGLASS
8/16"NOM.
— 1' NOM.
HOT-MELTBUTYL
STRILICONE
82
'
3/4'NOM.
83 3/4°NQM.
SILICONE
FOAM
Nte•Nam.
GLASS
GLASS
WITH
81
BITE
79 SITE
DEGICCANr
SUPER
6-5
EXr. �w
@
axrmna
enEalOe
SPACER®NXT1°°
54
1°LAMINATED INSULATING 55
INr. GLAss
9/i6° LAMINATED GLASS TYPES G4A
GLASS TYPES G6A
POLY150.
OESICCANTFlLLAREA
BUMENE
WIWNOM.
SEAL
SILICONE SEAL
ROLLFORMED
BTAINLESB "TEE
Part@
Description
rial
ss XL EDGEtn
@SPACER
56
Kommediag 4SG TPS spacer system
Ex1. GIA-
57
Quaneu Super Spacer nXrwitA Hot Melt Butyl
Nls
tS-t
tar56
Quanex Duraseal Spacer
als
INi. GInSS
59
Cardinal ri Edge Spacer
I rt .,t ea. ner—o.
P
PRODUCT REVISED
ascone� lye ILA tho Florida
Build[NOA-N*.CC . 16-0629.07
Ex,I.c..ftWO3j24MO2O
By
rAlemi-0a�d'Frotluct Control
....sera'.
A. LYNN MILLER P E.
PEIM0
Design Pressure (DP) and Anchor Quantities Required
(For all approved Configurallons, Sheet 2 and Glass Types, Sheets)
roar
Lri7FW9k Up)
Rdnb..d! ntagaks
6T
90'
107
t0a'
Ikerydwy Akm
8471e'(DUO)
T&T/e"OLD)
770(OrD)
87-71WDLO)
0-ww(DLO)
07-7/ (DD)
Hbav/dmy Saas
ArchprGmOp
ArclarGmup
kxWCrap
A M, Gmup
A IWGmpp
Awh Gave
1 284 3
182 3 4
182 3 4
1 2 9 4
182 3 4
182 F 3—F 4
OP(es6
+00'-130
+90'-130
+9N-130
+90'-130
+9a'-130
+90-13)
w
(7'
'H ,l
C5+2
C5+2
05+2
C5+2
C5+2
C5+2
06+2
05+2'
C9+2
C6+2
C9+2
C6+2
f5+2
C5+2
45+2
C5 2
C6+2
Cf»2
C6+2
Jamb
10
10
10
10
10
10
10
10
10
10
10
10
10
12
1 1?
1 12
12
12
12
pi,(oy
+901-130
+901-130
+em-100
+90'-13D
♦90F130
+9W-130
30'
(pw
H agl
0+2
05+2
C5+2
05+2
C6+2
C5+2
05+2
C 2
05+2
C5t2
+2 D6
2
7+2
W
CCi+2
01+2
0812
06+2 C7+2
C7+2
Jamb
10
Is
10
10
10
10
10
12
10
10
ID
12
10
12
14
12
V 14
12
y9
DP 0n0
-91
+9M-130
+901-130
+90430
+90'-130
+99-130
O 36'
(a-
R 111
C5+2
C5+2
C 2
05+2
C6+2
C6+2
06+2
C6+2
06+2
CN2
C6+2
CT+2
C7+2
C7+2
C7+2
CT+2
C7e2
C0+2
C8+2
_�
Jamb
10
1 12
10
10
1 12
1 10
10
14
10
10
10
9
10
12
1 10
1 12
Ye
16
12
OP tp¢0
+911-130
+95AM
+SN-130
aw4w
+9a'-130
+9M-121A
42
)
Fksd15g1
2'++2
C9+2
D6+2
CF2
C6+2
C6+2
M2
C1+2
C7+2
C7+2
Cf+2
Ca+2
®+2
C7+2
m+2
03+2
C7+2
C8+2
C8+2
Jamb
10
12
iD
10
1 14
1 ID
10
1 14
1 10
10
f0
16
70
12
1 19
1 12
12
1B
12
OP 6.4
+9N-130
+91
+904130
+00'-130 -
+90f-1186
+901-1/0
114�
Hmtl10111
C8+3
C1
C6+3
06+3
C7+3
W+3
CT+3
C7+3
07+0
C8+3
C8+3
CB+3
C8+3
C7+3
C6+3
C9+3
C7+2
—3
Da+3
Jamb
10
14
10
10
14
10
10
16
10
10
10
10
12
12
10
12
12
10
12
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY2 FOR PAIRS TO BE INSTALLED. 0= EXAMPLE ON SHEETS
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL
2. WHEN USING THE 21/2• SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1(4-SILL,
POSITIVE PRESSURES IS 60.0 PSF MAX
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET.
3.211T. 3114' AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 11)2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT r
REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE I 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 OH
FOR WATER INFILTRATION. HEIGHT
4. SEE SHEETS 1, 5 8 6 FORANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS
OH LENGTH I+
OH LENGTH _ OH RATIO
OH HEIGHT
w EQUALTO1
OR GREATER
D
I-ya=11eo1lxw
HEAVY DUTY ASTRAGAL
HEAVYDUTY STILES
TABLE 1A
Sig Height to Max. (+) DP
'(Water Infiltratlan Rating)
(+)Design
Sig Rser Height
Pr®sure, psf
am we 3
L:h_-1-122'
Lav
+46.57
Meaum-3.7/4'
-WA
wen-4• 1
490.0
SEE NOTES"
PRODUCT REVISED
piyo g w10
No Florltla
Bull E
xoA-N0. 160829.07
Baplrauon 0312412020
ey
mlamw, r" auct cones
D.L.O. WIDTH =NOM. PANEL WIDTH -r
-.... .......... .... :
t'S�-'"^�''�+!
D.L.O. HEIGHT =DOOR UNIT HEIGHT - 10.125'
�•
PANEL HEIGHT DOOR UNIT HEIGHT -1.866•
..t. X
®
DPANDANCHORAGECHART
.':�';. ,
A. LYra+ssm P.E.
a;
p..,..
rpmrmanasrrLarz
xTaconns.xaln6
P11141
xaruw$xs42n
SERIES 770H.P. ALUMINUMSGD-LMI
,�
npxv.
NTS
n.e ytiW
4 =10 FaM004
4
F
HEAD 8 SILL ............... 8' 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 BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL I INTERLOCKS ON SHEET 6.
JAMBS ......................... 6' MAX FROM BOTTOM AND 17.125' MAX. O.C. UTILIZING JAMB ANCHOR QUANTMES FROM TABLE ON SHEET 4.
r_-----_-----------_—_---_ SEE'C8°CLUSTER------INTERIOR •+3'ANCHORAGE�
I DETAIL, SHT. B
A TH HEADA DSILL' RE ETWEETHOSE INTERLOCK O.C. ASTRAGAL
3-1/2'MAX. CENTERLBE I
CLUSTERS
SERSD THOSE
SE BETWEEN CENTERLINE O.C. —
CLUSTERSORTFIRAMEJ BETWEEN —
CLUSTER AND AFRPMEJAMB. I
2,04' 4.051'
I e o o e o I
I 24' MAX. O.C. 3.5- MAX O.C.
8' MAX
EXAMPLE OXX ANCHORAGE PLAN: `— CENTERLINE OF PANEL 1 Fr CENTERLINEOF PANEL 2 I-- CENTERLINE OF PANEL 3
C8+3 HEAD& SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) -(251 ANCHORS TOTAL I
1(3) PANEL, 48' x 108 DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4 EXTERIOR
------- ------------------------------
C8*3 = f36)ANCHORS TOTAL AT HEAD AND AT SILL
3 C8 3 C8 3 C8 3
108,
MAX
24 MAX �,
B" MAX, TYP.
• O.C. Lr. C.L. ASTRAGAL
6' MAX
17.125-MAX O.C. TOTAL OF 12,(6 PAIRS)
5 GROUP 4 ANCHCRS PER
JAMB (SEE SHEET6 FOR
PAIR O.C. SPACING)
6'
191 1/2" MAX
EXAMPLE OXXO ANCHORAGE PLAN:
(4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4
PA.BO'l
NMtCMIAawf'
5 - 10 1 PGT0004
PRODUCT REVISED
1�rinee Nn the FIo44n
Bei Gotla
NO.A-Na. 18.0629.07
E pl.Non Date 03/24/2020
By
mmmwa;Do duct canes
NOTES: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR
1-ALL DIMENSIONS SHOWN ARE BASED ON INT. INTERLOCK NT. INTERLOCK INT. INTERLOCK
MINIMUM ALLOWED. 7' CENTERLINE CENTERLINE CENTERLINE
2. METAL SUBSTRATES SIMILAR TO WOOD 3.S 7• 7' 1.75'
SUBSTRATES AS SHOWN. 3.5' 3S 3.S 7.
'DIAGONAL, D.C. DIMENSION IS 4.051', SEE 4.051' 3.5• 1.75 3.5'
CLUSTER DETAILS, (APPLIES TO ALL ANCHORS). 5�
21/16" yI�-y� 2XWOODBUCKTYP., A] 2.04. .o51. 2.04•
EDG
DIST
SEE CHAR SBHT. I, SHT.1 OR NOTE 4051° 3.6' 7' 4.051' 3.5' r
SEE CHART 3 SHf.1
E7R- 1 mm�eu., see SANCHORCLUSTER-05 0ANCHOR CLUSl
L CHART, SHT.1
AIAX j-'
MI=WOODANCHORTYP.,
EMBED., SEE CHART, SHT.1 -+y
I'�>`�•
SHIM)
1/4•MAX. SHIM-y
EDGE DIST..
SEE iXWOOD
-''-
SEE CKARr
ANCHORNOTE2,SHT.1 BUCKTYP.,
MV.„�
BHT. 1
DETAIL A 2-TRACKW/ SCREEN FRAME HEAD SEE ANCHOR
WOOD INSTALLATION NOTE S. BHT.1
:}^
CONCRETE
ANCHORTYR,
EDGE DIST.. SEE ANCHOR
'
ASTRAGAL OR
INT.
INTERLOCK
CENTERLINE
r
3.5'
o.0
2.04'
4 051'
SEE CHART
2.1/16 NOTE I. BHT.1
1'.;'
2-TRACK ASTRAGAL/INTERLOCK
BHT. 1
ONCRETE
7ANCHOR CLUSTER -CT
EDGE DIST.,
EMBED.,
EXT, I
L
EMBED.,SEE �'
CHART, SHT. 1
DETAIL D.2TRACK
FRAME JAMB
SEE CHART
BHT. 1
2-1116"
SEE
CHART,
CONCRETE
INSTALLATION
lw
-
BHT. 1
3.50'
2.06'
4.051' 1 1
2w WOOD BUCK TYP.. SEE 1%WOOD:'.,
MAX NOTE 3,BHT. 1 1. BUCK TYP.. ..: ,. •;.-,,!, .,-�•: :.
y
SHIMANCHOR
WOODANCHORTYP..SEE SEEANCHOR EXT. -
ANCHOR NOTE 2, SHT.1 a EXTERIOR INTERIOR NOTES. SHT.1
HEAD (ALL VERT. SECTIONS)
DETAILS 2-TRACK FRAME
MAXCRETE
X.
WOOD INSTALLATION EMBED., SEE
SHIM
CHART, SHT.1
WOOD ANCHOR TYP., SEE EDGE DIST.,
ONCRETE ANCHOR TYP
PRODUCT wEVISED
ANCHOR NOTE 2, SHT. 1 1/4-MAX. SHIM --•-I SEE CHART
SEE ANCHOR NOTE I, 9HT.1
nullNnel u� IN NO FIoaao
SHT.1
DETAIL F. 2-TRACK FRAME HEAD
NOA-Nc. 16-0629.07
2KWOOD BUCK TYP., SEE
CONCRETE INSTALLATION
EPI.U.. Date 03124/2020
1/4'MAX. ANCHOR NOTE-, SHT.1
amm
(SEE ANCHOR EMBED., SEE
714'MAX. 2-1116•'
ae ud tones
NOTE 5, SHT. 1) rCHART,SHT.1 2-1/16"
(SEE ANCHOR GROUT AS RED.
WOOD ANCHOR
1
NOTE 5,9Hr. 1) CONCRETE
E1(r• r TYP., SEE ANCHOR
t NOTE 2, BHT. 1
, nv.;'... EMBED.. SEE
2x W000 BUCK TYP., SEE ,...� .::... :.
,L'::.:+,`
EXT. ANCHOR NOTE 3, SHT.1 i`'":' CHART, SHT.1
EDGE DIST.. .. � ••.�`.:
'' •.Ifa"•f6
2-1116..
SEE CHARTBHTDETAILE 2-TRACK FRAME JAMB
j
CONCRETE ANCHOFi'fYP:,* EDGE OIST�
DETAIL TRACK FRAME SILL WOOD INSTALLATION
SEE ANCHOR NOTE SEE CHAR
WOOD INSTALLATION
OD
2-TRAC F
DETAIL G.2-TRACK FRAMESILL BHT.1
CONCRETE INSTALLATON
_';
`1 :,
ANCHORAGE, EXAMPLE CLUSTERS
A.LYIAINILTFJLPE
P.e.ase,oa
Im Nra �mc
P.D.AOX'w
A.71
SERIES 770 H.P. ALUMINUM SGD-LM!
,:
P•.
$fA)10NP.
NTS
c+.m
6 + 10
a.yw
PG10004
x.
F
SM
OMY.AB
Au
K
SINGE
LOLKSTJLE
lN1ERLOCK
SINGLE
LOC 67 E
A
walx C
D
LOCf(STIIE
SINGLE
wrERLnfar
MLOCKSTILE
9aG
L
SINGLE
wiERI.00N
O!!f
IFAT..D
LR
ASTRAGAL
SNGLE
IsaTam
CIIT
WSWGL I(
NasrRacu.Clio,swcLE
w
rNTF16.OGK
=eeh
C
SINGLE
ASTRAGAL
INTERLOCK
IN
lac+M
SNGU5
FD ED
P
wTERLOCK
Lorx=L9
F EO
sw9 e
R
Lor LE
wrERLocx
T
ASTRAGAL
E=FIXER
IsnTam
O<R
LOCKSRLE
T
ASTRAGAL ❑
PPFD
IN �y-��
LOCKb'I1LE
ryntw)
SFXED
ASTRAGAL
LOCXBTILE
OUT
�ouA
S
F/AFO
❑ ASTR4faV
LOCKSTILE
NOTE:
REINFORCEMENT (ITEM 966) REQUIRED AT ALL INTERLOCKS.
4, INTERIOR
�(AjLLPANELTYPES)
v EXTERIOR
D.LO. WIDTH -NOM. PANEL WIDTH -7'
D.L.O. HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT= DOOR UN IT HEIGHT - 1.866-
JAMB DETAIL'K' OR'L',
BHT .8&ANCHOR -
OETAILS 1Y $'E', SHT. 6 INTERLOCK DETAIL'J',
SHT. B
ASTRAGAL DETAIL'M',SHi.B HEADER DETAILT. SHT.8
EXTERIOR $ANCHOR DETAILS'A','9'
$,F. SHT.6
197 12" MAX. UNR W IDTH
41'MAX NOMINAL
D.L.O. PANEL
WIDTH rWIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
1'
'0'
'P'
9X
MAX
D.L.O.00OR
�
HT.
SEE
TYR
REINF.
NOTE
REINF.
TMP
3
IL SEE FRAME $ OXXO (2 TRACK)
PANELCORNER
CONSTRUCTION -
DETAILS BELOW
1.60
AS
SILL Uh IAIL M. Stf 1. 0 N /
ANCHOR DETAILS'C'$ J
G', SHT 6
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX NOMINAL
PANEL WIDTH = 48'. SEE SHT.8 FOR SECTION DETAILS AND SHTS. 4-6 FOR
ANCHORAGE DETAILS.
2. MAX DLO WIDTH =41": MAX DLO HEIGHT= 97 7/8', MAX PANEL HEIGHT= 106 118".
3. (1) LOCK PTEMS 75 $107-11D) AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103) AT FRAME JAMB OR ASTRAGAL
P.O. BO%15gB
NgYWA$ii9{ild
sGm ". I ArrS I 7 u 10
L/
NOTE:
1. MAXIMUM NOMINAL
PANEL WIDTH FOR ALL
PANEL CONFIGURATIONS
EQUALS 48"
PRODUCT REVISED
as complying with the Florida0.1141.1 coca
HGA-H.. 16-0629.07
Ex,lla6on Gat/.�03/2412020
BY //!f
MaeF aT , uct Centml
A LVNNMIii cA PE
P.EpfiFI05
ALL REINFORCED INTERLOCK
OETAIL'J'
2 /
H7
as �
52 51
Si
DETAIL'N' SCREEN
AT HEAD
(2-TRACK SHOWN)
PART ILLUSTRATIONS
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS)
STANDARD CLIP OPTIONALCLIP
W/RETAWERO106 W/RETAVER$123
DETAIL'IP(FD(ED PANEL)
DETAIL'O' SCREENEXTERIOR INTERIOR [N ..
AT SdL (ALL VERT. SECTIONS) DETAIL'P'SCREEN
(2-TRACKSHOWN) ATJAMB
(2-TRACK SHOWN)
SILL RISERS OPTIONS
(SEE O.P. LIMIT TABLE 1A. SHEET 4
SEE SHEET 6 FOR FOR
INSTALLATION DETAILS) 2t
to
EXT. EXT. '1.555•
.1
FLUBH BO%SILL RISER LOW BOX BILL RISER
FIOTVALID FOR WATER TRATION (212')
RESISTANCE) INFILTRATION
E
LOW FIAT SILL RISER
MEDIUM BOX SILL RISER
(3-1/4')
a2
EXT, a.355•
MEDIUM FLAT SILL RISER
(3-1/4')
P.O. fi p' ID
NOXOMR, RS 4
HIGH BOX SILL RISER
(4-)
"IV
tn.
HIGH FLAT SILL RISER
4 INTERIOR
(AI-LTL HORIZ SECTIONS)
15
EXTERIOR
MAX. too' 97T/B-
DOOR UNIT DETAILT
MGM DLO
TTP.
8 . 10
DETAIL'H'
ASTRAGAL
DETAIL'M'
PRODUCTREVISED
as co p"11"d."itA No P104da
NOA-N.. 16-0629.07
dpinuon oat. 03/24/2020
ey
Miam uc n
Item
DPGTp
PGT#
Description
1
17306
817306
2-TRACK HEAD
2
17303
817303
2-TRACK HEAD WITH SCREEN RAIL
5
V314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAWAMS ADMN
7
17304
61nu
ZTRACK SLL
e
17301
617301
2-TRACK BILL WITH SCREEN RAII.
11
17313
617313
FRANE3LLIRACK WSERT
14
I=
6173D5
2-TRACK AMB
15
17302
617302
2-TRACK AMB WRtI SCREEN RAIL
18
17322
617222
BILLRSER
19
19
SILL R9ER-HOLLOW
20
321
SDI PoSER-LOW FLAT
21
318
SLLRSER-LOWHOLLOW
?2
U17=61mi
355
S RISER-MEDFLAT
:5
354
SILLRISER-MMHOLLOW
24
320
SILLINER-HIGHHOLLOW
25
323
SILLRSER-HIGHFLAT
ITEMS
40453 ARE SCREEN PARTS:
40
4319
6IU58
SCREENSIDERAIL-LOCKSTIM
41
ROCKWGSK
SCREEN LOCKSET
42
41816
SCREEN KEEPER SPACER SET
63
8152
60152
SCREEN INTERLOCK ADAPTER
44
4428
W28
SCREEN DOUBLE INTERLOCK
45
4317
61MB
SCREEN TOP RAI
46
4318
61057
SCREEN BOTTOM MIL
47
666
7SRAZ
STANDARD ROLLER
48
668
75RAX
STANDARD ROLLER -ST. STL
49
4344
64344
SCREENAS7RAGAL
50
17340
617MO
OXOSCREENASiRAO- ADAPTER
61
1692
81692
SCREEN SPLWE
52
16M
61684
SCREENSPL11E..150'
53
61816C20
SCREEN CLOTH
64
1725
112' XV X 1/18' SETTING BLOCK
55
1726
i' X 4' X 1116'. SETTING BLOCK
61
17326
617328
PANEL STILE (HEAVY DITTY)
02
17327
Sinn
INTERLOCK ADAPTOR
83
.1225
617248
VINYL BULB WSTP.- THIN(INSIDE INTERLOCK)
64
1729
71729
SLL ENO WEATHERSTRP PAD
65
17328
6173M
WIERLOCK SCREW COVER
fie
17346
617348
IMERLOOK ALUM REINF.(PANEL-7)
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 3, 4, 9-10, 12,13.16.17. 2639, 60, 67, 78, 84-DO & 118-122
Item
UPET#
PGT#
DesttipUon
60
17339
6IM39
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM MIL
70
17350
41MW
WEATHERSTRIP IDOENSION(INJECTION MOOED)
71
105
71695
Mir X 1' X31,V HIGH FIN SEAL DUST PLUGS
72
8153
781SU
TANDEM U. 61L ROIL FRASSY.
73
elm
76153N
TANDEM NYLON ROLLERASSY.
74
SIUCONE
DOWA99,00VV 9SORGE-77W
75
8155
78185X
GEMIM MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
76
710=1 FPFX
191 M2 X V FL S.S. SCREW WI TYPE'P 71P
71
I 71WW9
1032 STEEL ZNC U-NUT
79
17330
1 617357
V IS BEAD
60
17350
617359
DIEBEADIFMDPANELCUP
81
17WO
617360
WIT BEAD
82
122A
BIP247K
VWYL BULB WEAIHERSTRP
0
61745
1745
LOWE INq 112' X 1116' SGL SIDE ADR TAPE, POLYETR
IN
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
AMB BUMPER
102
1898
71696
DUSTPLUG
103
B166
781e8X
1-KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
IN
0344
617344
AXED PANEL CUP -V LONG
IN
17US
fi17345
EXTERCR FDO;D PANEL RETAINER. BNB'
107
1739
71MO
MNDLEKR-INTERORMMEOVATHTHUMBTURN
108
1740
71740
HANDLE KR-MISED EXIEROR HANDLE
IN
1731
TBIQSK
HANDLE KIT. RECESSED INTERORWm1T11UMS TURN
110
1732
78178
HANDLE KIT- RECESSED EXTEROR PULL
111
T10X34PPS SAX#1
D X 314' PR PN. TEK -S.S.
112
IMS
67S16
WS7P,.90-X.170--FIN SEAL
113
1742
64068
.187X.23WFINSEAL
I%
71OX115PPX
#10X1-10
115
71WH
410X1'
116
720XIX
#14-20 X 1- S.S.
117
720X112X
G20X1-1/29.9.
123
17352
617352
R?EOPANEL RETAINER 718'
F.aBwl1
NGX FLJWD4
NOT PART OF THIS APPROVAL
no H.P.
9 10 1 PGTDD04
PRODUCT REVISED
ee L C*Mpiyylo9 wM No Florida
Ba1141r9 4e
NOA-No. 16-0629.07
E:PLa6er Data 03Q472020
By
Miem1-B.5aV.duct Carla
A LVNIINIIlEy PE
P.E.R6B>OS
1.30;0-325'
� � 0.718' 1�� +{ 1.050' I-.-- I PO04'5'0+
50' j� WO
0.611' I I .5
0.06r 0A8 -•- 0.534' 0. 7' -�j 1.36-
0.06r 0'0w 0 FIXED PANEL CLIP/ 1 0.050'
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD 0/169 GLAZING BEAD (9/16.1 GLAZING BEAD IV I.G.) FU(ED PANEL CL�
(65) MATL'6063-Tg (5 MATL'8083-Tg (80)MATL: g063-TB (gi)MATL 6063•T8 (79)MAT7,: 6063-TU (105)MATL:00g3•T6 0.081°
t325.25' 6.7Ff 98"4A9'0.062"0.080"1.1fi2' 1.888' 1.30d'1271' 1.505'5.060.081' 1.739' 2-TRACK HEAD %V/ SCREEN TRACK 0�2" 2-TRACKSILL
TOPBOTTOM BOTTOM RAIL (2)MATL•6063-T6 (7) MAIL• 6063-T6 INTERLDCKADAPTER
(6BOTTOMBOTTO 3.878' (62)IMAM 6083-76 0
4'J467' 6.221' o
0.062" CIF.- 1.505, 2T�
ff
FLUSH FLAT SILL RISER (14)MATI
0.133' 1.H45"
1.8 18 MAT'L.606,
1.872' 0.080.2 ,!RACK SILL W/ SCREEN TRACK
3.12W 0.281' 8 MATL: 6003-TO
HEAVYDUTYSTILE HEAVY DUTY ASTRAGAL 1.016' 023'
(61)MATL'6063-TO (68) MATL- 6083•Tg 0.082'
5.069' 1,ggq• SCREEN STILE 0.75r 0.709' 0.709'
(40)MATL'6063-T6 0.080' I 0.080- I
-+y I---- 1.045' 0.080' I I
I� SILLTRACK ------ 0.863 F.- 0.55
1.2fl'0.0fl0' 1,254' r37 r (11)MATL:6063-T6 FIXED PANEL FIXED PANEL
.081' 1.993' 0.062" RETAINER 7/8" RETAINER, 9116"
2-TRACK HEAD L II 0.875" (123) MATL: 6063-TO (106) MATL' 6063-T6
0.250'
(1 MATL•60B3-T6 SCREEN TOPRAIL
REINFORCEMEM
0.750' 6 TL: 6063•T6 (45) MATL: 6063•T61993• 0.232'
�( r� 0.750' ( EL LENGTH -9') L 0.06r
.06r SCREEN BTM. RAIL 0232'
0.062' (46) MATL• 8063-T8
0.750' 0.232'
0.062' F7 0.906. 3.95Y
4.OSS 3305'
3.20
0.082' +{'I-� I� 0.�• yl � 0.062' 5� 0,062'-�-II---
Namadgnatns ®lizSDD770HP, NTS f0 s 10 PGT0004
2-TRACK JAMB W/
SCREEN TRACK
(15) MATL:6053-T6
PRODUCT REVISED
plyyingg IN the FIOH4a
BWe41n" COJe
NOA-No. 16-0629.07
B piratlen Datte/eJ�0312412020
BY
mmml_Datlp-P( aect eonemt