HomeMy WebLinkAboutNOA Series 770-HP Aluminum Sliding Glass Doors w Reinforcements LMIr
MIAMi•M[Ahfl DADS COUNTY, FLORMA
(� ME 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.miamidade.eovleconomy
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-DadeCounty 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 Slid' Glass Doors w ! Reiawrceme 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 "G" dated 04/03/17, 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 RATIN Large and Sma i_htisail a "tent
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. 16-0629.07 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 17-0420.13
�� Expiration Date: March 24, 2020
Approval Date: October 05, 2017
Page 1
FfieCopy
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 SGD - L.M.I. ", sheets 01
through 10 of 10, dated 08/05/07, prepared ,by manufacturer, revision "G" dated
04/03/17, 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.
(Submitted under previous NOA No. 1 6-0629.07)
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) 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)
rJorge M. Plasencia, P. E.
ct Control Unit Supervisor
NOA No.17-0420.13
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) 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 previous NOA No. 09-0826.12)
5. Test reports on: 1) Aix 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 Reports No.'s FTL-
5998, FT"005 and - FTL-6012, dated 08/07/09, 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 51h
Edition (2014) and FBC 61� Edition (2017), prepared by manufacturer, dated
04/18/17 and revised 08/14/17, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
I. Miami -Dade Department of Regulatory and Economic Resources (RER).
Jorge M. Plasencia, P. E.
P oduct Control Unit Supervisor
NOA No. 17-0420.13
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. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Test proposal No.16-0152 dated 03/09/16 approved by RER
2. Statement letter of conformance to and complying with FBC 5 h Edition (2014) and
FBC 61 Edition (2017), issued by manufacturer, dated 08/14/17, signed and sealed by
Anthony Lynn Miller, P. E.
3. Statement letter of no financial interests, issued by manufacturer, dated 04/18/17,
signed and sealed by Anthony Lynn Miller, P. E.
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.15-0106.08)
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 07)
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 07)
8. 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)
9. Laboratory compliance letter for Test Reports No.'s FTL- 5998, FTL-6005 and
FTL-6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed
and seated by Julio Gonzales, P. E.
(Submitted under previous NOA No. 09-0826.12)
10. Proposals No.'s 094177 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. 16-0629.07, issued to PGT Industries, Inc: for their Series
"770-HP Aluminum Sliding Glass Doors w / Reinforcements - L.M U. approved on
08/04/16 and expiring on 03/24/20.
orge M. Plasencia, P. E.
Pr net Control Unit Supervisor
NOA No.17-0420.13
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-3
GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT
1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR)
GLASS STRENGTHS: T = TEMPERED HS = HEAT STRENGTHED
INTERLAYER TYPES: S.G. = .090" SENTRYGLAS
G4 - 7/16" LAMINATED: (2) LITES OF 3116" HS WITH .090" SG INTERLAYER.
G4A - 9/16" LAMINATED: (2) LITES OF 1!4" HS GLASS WITH .090" SG INTERLAYER.
G6 - V LAMINATED INSULATING GLASS: 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH .090" SG INTERLAYER.
G6A - 1" LAMINATED INSULATING GLASS: 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3116" HS GLASS W1TH`.090" SG INTERLAYER.
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.
DESIGN PRESSURE RATING
IMPACT RATING
SEE TABLES 1 & 1A ON
SHEET 4
RATED FOR LARGE ae SMALL
MISSU IMPACT RESISTANCE
.*DES / STANDARDS USED:
*2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
*2014 FLORIDA BUILDING CODE (FBC); 5TH EDITION
&ASTM E1300-09
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100-12
OAISC 360-10
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-113% 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 4-6.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
6) REFERENCES: TEST REPORTS FTL-5998, FTL-6005, FTL-7468, FTL-6012 & FTL-7825.
ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, 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).
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 PANELS, MAXIMUM 4 PANELS. SEE
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 & 7.
D.L.O. WIDTH = NOM. PANEL WIDTH - 7"
D.L.O. HEIGHT = DOOR UNIT HEIGHT-10.126'
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
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 1-1/2" THICK. 1X WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID
CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. I 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 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. 1/4"
THICK & 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.
I JR 1 04103117 1 G I UPDATED TD FBC 2017. REV. TABLES 1 & A. JAMB OG I
TABLE A:
Anchor
Group
Anchor Type
Frame
Member
Substrate
Mln. Edge
Distance
Min. C.C.
Distance
Min.
Embedment or
Metal Thickness
A
#1218-8 SMS,
Fy=60 ksi, Fu=95 ksi
912 410 88 SMS,
Fy=90 ksl, F„=110 ksi
All
Southern Pine (SG = 0.55)
9/16"
7/6'
1-3/8"
8003 7'5 Aluminum
3/8'
9/16"
0.071'
A36 Steel
3/8"
9/16"
0.050"
G� 33 Steel Stud
31W
9/16"
0.045' (16 Ga)
1/4" Elco Aggro-GatoiO
Fy=67 kel, F„m96 ksi
AN
Concrete (min. 2.22 ksl)
1-1/2"
3"
13/8"
,Jamb
Filled Block (ASTM G'90)
7'
3"
L"
Jamb
Hollow Block (ASTM 090)
2'
3"
1-1/4"
AN
Southern Pine G = 0.
'1"
1"
1 4/8"
B
#12 Steel SMS (Gr. 5)
All
c m Pine (SG = 0,55)
16
7/ "
i-we"
003-75 Aluminum
3/8'
9116"
0.071'
A36 Steel
$IV
9116'
0.050"
Gr. 33 Steel Stud
3/8'
9/16'
0.045" 18 Ga
C
co
Fy-155 ksl, FeI77 ksi
All
Concrete (rtdr6 2.85 ks))
1"
4"
1-/8"
Jamb
Hollow Block (ASTM C90)
1"
6"
1-114"
1�ElcoUl
yksi
1l4" 410 SS Elco CreteFlexiS
Fy=127.4 ksi, F„=189.7 ksi
All
Corson to (rrd 85 si
-1/2'
4"
1-16"
Jamb
&Flle'dtSiock (ASTAtsf3Q0)F,
L ;2=112W
X4�"
FAW1NV_411�
Jamb
Head ! SDI
allow Block (ASTM"C -
Concrete (min. 3.36 ks)
--I
1"
4'
414"
1.3/4'
Jamb
Concrete (n*t 3.35 ksl)
1"
on
-3/4"
Jamb
Hollow Block (ASTM C90
2-1/2"
fi
1 1/4'
All
Southem Pine SG = 0.55)
1"
1'
1�3/8'
1 WHERE
SUBSTRATE CONDITIONS REQUIRE ANCHORAGE
FROM
MORE THAN
ONE F
H N U FR O 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.
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND
BEYOND METAL SUBSTRATE.
10M T 15GH VOLOGY 0fi1V.E
M VEVIM FL 34275
P41)40.1600
CEW OFAU7Ft. 8
coPrwcHroa�rr
FerdatrsrnrA. Na
GENERAL NOTES AND MAP
01f'li P. ALUMINUM SGD - LMI
t siaYr str.t nmdrgxQ. lRer
NTS 9 s0 PGT0004 G
SHEET
GENERAL NOTES .............
I
ELEVATIONS ......................2
GLAZING DETAILS ............
3
ANCHORAGE .....................4-6
DESIGN PRESSURES.......
4
ELEVATIONS .....................
7
CONFIGURATIONS...........
7
VERT. SECTIONS..............8
HORIZ. SECTIONS ............
8
PARTS LIST .......................
9
EXTRUSIONS ....................10
PRODUCT REVISED
as comp[ ng with the Florida
Building ode
NOA-No. 17-0420.13
Expiration Date 03/24/2020
1
Mlaml-D� Product Control
`jItililll///
........
LYN&
* . No. ss7� '� =
Lf i fs 17-
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A. LYNN MILLER P.E.
P.E.# 58705
MAX.
DOOR
UNIT
HEIGHT
1 ov
M
DC
U
HEI
1+
MAX. UNIT MAX. UNIT
WIDTH 96" 1 WIDTH 145 5116"
MAX.
DOOR
UNIT
HEIGHT
108"
MAY I MIT
WIDTH 191 112"
4X.
41T e s
GHT
Isn
OXXO
APPROVED CONFIGURATIONS
Em
cerr OFAf77K I ( I , I SERIES 770 H.P. ALUMINUM SGD - LMI
+� ® eao77orar NT3 1 2 a 10 1 POT0004
PRODUCT REVISED
"wmplyln� adth th. FWda
BuOding- Coda
NOA-llo. 174)420.13
rowraeon Date03/24/2020
NIa,N-D� uet Contmr
i
�'��'' VCENSF •. �((� i
* No. 58705Z
'rrnnrti�N�
A. LYNN MUMP.E.
REA 58705
3/16" HS GLASS
3/16' HS GLASS
.090' SG
SILICONE
.090• SG
3/16' HS GLASS
STRUCTURAL
3116' HS GLASS
74
3/8" AIR SPACE
74
POLYISOSUrYLENE
Ira" NOM.
311V T GLASS
WITH DESICCANT
7/16" NOM.
1' NOM.
KODISPACE
�• cLAss
Q
82
4SG TPS
3/4" NOM.
83
3/4' NOM.
GLASS
GLASS
80
SITE
79
BITE
LNr. cxAss
same
-
5
-
64
�
—
HOT -MELT BUTYL
55
STRUCTURAL
7116" LAMINATED GLASS TYPES G4
1' LAMINATED INSULATING
3/1E NOM.
GLASS TYPES G6
FOAM
DESICCANT
EXr. GLASS
SUPER
SPACER®NXT'"
3/16" HS GLASS
1/4" HS GLASS
.090" SG
INT. GLASS
.090' SG
31W HS GLASS
REVISED
1 /4" HS GLASS
74
5H6' AIR SPACE
74
ALUMINUM
as comp IIng with thhUCT e
8/16' NOM.
1/4" T GIASS
— 1" NOM.
REINFORCEMENT
Willing i odo
ROA-No. 17-0420.13
82
EnpImuon Dale 03/24/2020
3/4• NOM.
83
3/4" NOM.
511E NOM.
GLASS
GLASS
DESICCANT
mi uetcon
81
BITE
79
BITE
FOAAi1
DURASEAL®
� OLAss
@SPACER
MEMO.
XT
54
t
'
1' LAMINATED INSULATING 55
,
INT. class
9/16" LAMINATED GLASS
TYPES G4A
GLASS TYPES G6A
_
POLYISO-
DESICCANT FILL AREA
BUTYLENE
511W NOM.
SEAL
SILICONE 6Fa1
ROLL -FORMED
'
STAINLESS STEE
Part
Description
Material
56
Kommeding 4SG TPS Spacer System
See this
Sheet for58
Materials
57
Qusnex Super Spacer nXT with Hot Melt Butyl
Quanex Duraseal Spacer
59
Cardinal L Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 0W5 8 BWO
GLAZING NOTES:
'HS'- HEAT STRENGTHENED
1010 TECIDWO OSYDM
•r =TEMPERED
ALvawgnms
"SG" _ .090" SENTRYGLASPBY KURARAYAMERICA, INC.
Iw1)480LWW
,IR
0"w7
1
1Yo CNANGES TH/B SIgm
C@Dep"O ailm
Ae
air
oae
rorimtm
OBABRIB
R61
m rmn+aaea>m
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INT. GLASS
No. 58705
— y •,
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GLAZING DETAILS
;S�ONAL
SERIES 770_KP. ALUMINUM SGD - LMI
eG�
A LYNN REX 588M5 P.E.
SCiD7NHP
I1Tt•S 8 + 10
o�w PG70004
_
G
TAR1 F 1-
TABLE 1A:
Design Pressure (DP) and Anchor Quantifies Required
(For all approved Configurations, Sheet 2 and Glass Types, Sheet 3)
Door Unit
Height
Reinforced Intedocks
�°
84"
90"
8'
102°
108"
68 718" DLO
73-7/8" DLO
79-7/80 DLO
87-710" DLO
91-7/8" DLO
97-7/8" DLO
Heavy-duty Astragal
Anchor Group
Anchor Group
Anchor Group
Anchor Group
-Anchor Group
Anchor Group
Heavy-duty Stiles
A
1 B 1 C
I D
A
B
I C
I D
A
B
C
I D
A I B I C
KDQ,A
I B C I D
A I B
C D
Design PreSSUPS
+901-130
+90%130
+901--130
+901-130
+90%130
+901-130
24"
DLO
Head/Sill
C5+2
C5+2
C5+2 C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
Cs+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2hr9
C5+2
C5+2
C5+2
Jamb
10
8
8 8
10
B
8
8
10
10
10
10
12
10
10
10
12
10
10
1010
10
10
"
Design Pressure
+901-130
+901130
+901-130
+90/r
+901-130
+901-130
y
30"
DLO
Head/Sill
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2 C5+2
C5+2
C5+2
C5+2 C5+2
C5+2
C6+2
C6+2
C6+2 C6+2
C6+2
CB+2
C8+2
C6+2C6+2
C6+2
C6+2
Jamb
12 10 8 8
12 1 10 1 8 8
12 1 10 1 10 1 10
14 12 10 10
1 14 1 12 1 10 1 10
16 1 12 1 10 1 10
"
Design Pressure
.
+901-130
+901-130
+90/-130
+g0
+90/-130
+901430
m
29
Heal/Sill
C5+2 C5+2
CS+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C6+2
C6+2MC7+21C7+2
C6+2
C6+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
o-
DLO
Jamb
12 10
8
8
14
12
8
8
14
12
10
1010
�0
18
14
10
10
18
14
12
10
c
Design Pressure
+901-130
+901130
+901-130130
+901-130
+901-121.4
z
42"
DLO
Head/Sill
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C7+2
C7+2
C6+2
C6+2C7+2
C7+2
C8+2
C8+2
C7+2
C7+2
C8+2
C8+2
C7+2 C7+2
Jamb
14
12
8
1 8
16
1 12
1 10
1 8
18
1 14
1 10
10
18
14
12
1 10
20
1 16
12 1
10
20
16
12 10
°
Design Pressure
130
+901--CB+3
+901-130
+9W-130
+901--130
+9U1-118 5
+901-1' 10
48"
DLO
Head/Sill
C6+3
C6+3
C6+3
C7+3
C7+3
C6+3
C6+3
C7+3
C7+3
C7+3
C7+3
C8+3
CB+3
C8+3
C8+3
CS+3
C8+3
C7+3
C7+3
C8+3
C8+3
7+
C7+2
Jamb
1 18
12
1 10
1 8
16
1 14
1 10 1
8
1 18
1 14 1
12 1
10 1
20
1 16
1 12 1.
10
20
1 16
1 12
1 10 1
20
1 18
K12_A
10
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.0 =EXAMPLE ON SHEET 5
HEAVY DUTY ASTRAGAL
HEAVY DUTY STILES
ALL INTERLOCKS TO BE REINFORCED
WITH THE W HEAVY-DUTY REINFORCEMENT
HEAVY-DUTY STILES
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL.
2. WHEN USING THE 2 1/2" 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.
121/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
REQUIRED, 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 & 6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND 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 - 10.126"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
I JR I 0M3117 I G I REVISED TABLE I. I
WU TECNNMLOGYDRW
N. VEWM FL 3WS
(841) ae0•tsQa
CEnr. OFArrrrl hM98
CCP"UWff0"17
DPANDANWORAGE
7 —.—
P. ALUMINUM SGD - LM!
W& one cmwf
NTS 1 4 a 10 1 PGT0004
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+} Design
Pressure, psf
Flush -1-11T
see note 3
-Medium - 3-1/4"
High - 4"
1 + 90.0
SEE NOTES 1 3
OH LENGTH
I OH LENGTH _ OH RATIO
OH OH HEIGHT
HEIGHT
Ee
EQUAL TO 1
QOR GREATER
SEE NOTE 3
PRODUCT REVISED
as complying with the Florida
Building Code
NGA-No, 17-0420.13
Expiration
nDDate
e003/24/2020
By
Mlatnl;D Product Control
�j111E1r)fill
<:
* : No. 587as
?°� • � 44i
F 1
/'1S�0NAL I1G\,
A. LYNN MILLER, P.E
Ci P.E.# 58706
EXAMPLE OXX ANCHORAGE PLAN:
(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C IN CONCRETE SUBSTRATE ANCHORS PER PANEL"ARE THOSE
AT THE HEAD AND SILL BETWEEN
+2 C7 +2 C7 +2 CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB.
xxx M xxx x
24- MAX O.C. I"x x x x x x 6" MAX.
(ADD ADDITIONAL (20) ANCHORS TOTAL Qa r
ANCHOR MIDSPAN EACH HEAD & SILL
IF NEEDED)
12
48" NOM. PANEL WIDTH MAX. O.C. ANCHORS
PER
108" x x x (S EB
MAX SHEET
6 FOR
x xx CLUSTER
x O.C.
SPACING)
PRODUCT REVISED
as eomPlying with the Ffortda
Building Coda
:. x NOA-No. 17-0420.13
1AAX �iromon Data 03/2412020
xxx x xx�xx xx
8` MAX.. TYP. C.L. ASTRAGAL DY
—•�-I � NOa o producs umim
SEE CLUSTER DET.• SHT. 6
INTERLOCK 3.5" MAX. ASTRAGAL INTERIOR 8" MAX
3-112' MAX. CENTERLINE O.C. CENTERLINE
0 N I f 0 Q 0 0
2.04�' 4 051' 71
0 0 0 0 F40
8"MAX 24' MAX O.C. CENTER OF PANEL EXTERIOR
,r 145-5116' MAX LOCATED EIELOW
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:
HEAD & 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. : * No. 56705
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6.
JAMBS ....... - ................ 6" MAX. FROM BOTTOM AND 21' MAX O.C. 10
UTILIZING JAMB ANCHOR QUANTITIES FROM fOIOTECFINOLf78YDR1VE.ctoRIOP•••:
TABLE oni SHEET 4. AL ANCHORAGE SPACING & EXAMPLE PLANS ,,'ss'.. NG ,.
satT. OPAtmr-MM SERIES 770 H.P. ALUMINUM SGD - LMI rrrr�NAt t ,���`�
JR 04M7 G NO CHANGES THIS SHEET- 0.�wmxrwmn ® Io o-aw, xw: A. LYNN MLLEP. P.E.
°""'r Oo7JOHP- NTS 5 10 PGT0004 G PEdi 58)05
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON
MINIMUM ALLOWED,
2. METAL SUBSTRATES SIMILAR TO WOOD
SUBSTRATES AS SHOWN.
• DIAGONAL, O.C. DIMENSION IS 4.051- IN THE
HEAD & SILL, 6" IN THE JAMB.
21/16" 2x WOOD BUCK TYR,
EDGE DIST., SEE ANCHOR NOTE
E TABLE 3, SHEET 1
SHEET
ASTRAGAL OR
INTERLOCK
7" CENTERLINE
4.051" � 3= —
4.051"
RACK.
INT.
CENTERLINE
T T
3.
75°
kill. 6
�l
INT. ASTRAGAL OR
INTERLOCK
CENTERLINE
1.76'
7'
2.a1•
EXC. EMBED., SEE 5 ANCHOR CLUSTER - C5 6 ANCHOR CLUSTER - C6 6 ANCHOR
TABLE A, SHEEP 1
MAX.EMBED., SEE TABLE A, SHEET
I
SHIM 1/4° MAX SHIM —y I EDGE DIST.,
WOOD ANCHOR TYR, SEE IXWOOD SEE TABLE A
ANCHOR NOTE 2, SHEET 1 BUCK TYP., SHEET 1
DETAIL A 2-TRACKWI SCREEN FRAME HEAD SEE ANCHOR
WOOD INSTALLATION NOTE 3, SHEET 1
CONCRETE e:: +2-1116"'
ANCHOR TYP., —L
EDGEDIST., SEEANCHOR '.•,,;:;
AS GAL OR .
INT.
INTERLOCK
CENTERLINE
7° -
3.5"
4.0551" J
5.fi4'
2.06'
6"
MIN.
DIAL
O.C.
SEE TABLE A
SHEET 1
2-1116 NOTE 1, SHEET 1
.1'; ; : '•
::;:?�C ONCRETE
2-TRACK, ASTRAGAL / INTERLOCK
7 ANCHOR CLUSTER - C7
PRODUCT REVISED
"
DIST.,
as com in with the Florida
Ougding- Code
EXT.;TABLE
D., SEE �
A, SHEET 1
DETAIL D.
2-TRACK FRAME JAMB
EDGE
SEE TABLE A
SHEETI
EMBED.,
SEE
2-1 /16" ` , TABLE A,
NOA-No. 17.0420.113
exphationDato03/2412020
CONCRETE INSTALLATION
M114*
AX
SHIM
2x WOOD BUCK TYR, SEE 1x WOOD
ANCHOR NOTE 3, SHEET 1 BUCK TYP.,
:�: r'i: ; ;- •.,. ; ; SHEET 1
�;•.1. �• i;
by
Miamiuct contra
WObDANCHOR TYR. SEE SEEANCHOR E)Cr,
ANCHOR NOTE 2, SHEET 1 . a EXTERIOR INTERIOR* NOTE 3, SHEET 1 1/4•
DETAIL B, 2--TRACK FRAME HEAD (ALL VERT. SECTIONS) MAX ONCRETE
WOOD INSTALLATION EMBED., SEE
, SHEET 1 SHIM
WOOD ANCHOR TYR, SEE TABLE A� EDGE DIST.,-CONCRETE ANCHOR TYP.,
ANCHOR NOTE 2, SHEET 1 1W MAX SHIM —�1 SEE TABLE A ,
SHEET 1 SEE ANCHOR NOTE 1, SHEET 1
DETAIL F, 2-TRACK FRAME HEAD
2x WOOD BUCK TYR. SEE CONCRETE INSTALLATION
1/4" MAX, ANCHOR NOTE 3, SHEET
(SEE ANCHOR EMBED., SEE 1/4• MAX
NOTE 5, SHEET 1 GROUT AS REa
TABLE A SHEET 1 2-1/16" • (SEE ANCHOR
WOOD ANCHOR NOTE 5, SHEET 1) CONCRETE
EIT, "' TYP.,SEEANCHOR EXT.
II NOTE 2, SHEEP 1
2x WOOD BUCK TYR, SEE _'r...;'t.; EMBED., SEE ��'��0,.-••••••,.tij����ii
2-1116' • EXT. ANCHOR NOTE S, SHEET I ` j w s " TABLE A SHEET I LICE • {!-
EDGEDIST.. ":; '. `..
SEE TABLE A DETAIL E, 2-TRACK FRAME JAMB CONCRETE ANCHOR TYR, ' * : No• 56705
DETAIL C, 2-TRACK FRAME SILL SHEET 1 WOOD INSTALLATION SEE ANCHOR NOTE 1, SHEET 1 4 EDGE DIST.. _
SEETABLE �nl
_
DETAIL G 2-TRACK FRAME SILL
WOOD INSTALLATION ' A. SHEET 1
CONCRETE INSTALLATION %�0�STA
imTECHNOLOWDWVE'i '�CORIDP
M ANCHORAGE, EXAMPLE CLUSTERS %SS�./VAL .. 6 N�
IURT• OFAR►t OEM SERIES 770 H.P. ALUMINUM SGD - LMI
'—'�` '
JR Ob973/17 G GEDJAMB OCTO B' mm�roaxr rM.�e+K saw u.r oro�n �' A. LYNN MILLER PA
n SM Rlt rem .mom ® HA AI7S 6 a 10 POT0004 G REX 58705
IEL LETTER
K
A
D
M
L
-
LR
MXOM
C
P
R
T
MGM
T
mra0
S
t
�•
r �
r
JAMB DETAL W OR V. NOTE
SHT. 8 & ANCHOR 1. MAXIMUM NOMINAL
DETAILS'!' 8'E', SHT. a INTERLOCK DETAIL-W, PANEL WIDTH FOR ALL
SHT. 8 PANEL CONFIGURATIONS
EQUALS 48'
ASTRAGAL DETAIL'M', SHT. 8 HEADER DETAIL T, SHT. 8
EXTERIOR & ANCHOR DETAILS A','B'
&'F, SHT. 8
191 1M MAX. UNIT WIDTH
41' MAX. NOMINAL
wiDTH 1 �WIDTTHH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
j
SEE
REINF.
NOTE
REINF.
3
MAX 1D�8'
D.L.O. ,DOOR
HT. UNIT
HTTyp.
' TYP.
,.«KS7IAE
INTERLOCK
INTTERLOCK
FDO�
SEE FRAME &
Q)Q(Q ("1 T'RACIn
SILL DETAIL 9•I', SHT. 8 &
o�
L0007ME
PANEL CORNER
ANCHOR DETAILS'C'&
CONSTRUCTION
G', SHT.B
ASTRASU ❑
FVM
DETAILS BELOW
SILICONE
_
IN
tOLYGRflLE
BY OTHERS
FRED
GNI.
#8 X i"
LOCKS7(LE
PHSMS
FDW
LOOKSTLLE
—❑ ASnMGAL
IN
(4v
NOTE:
REINFORCEMENT (ITEM #66) REQUIRED ATALL INTERLOCKS.
4 INTERIOR
(ALL PANEL TYPES)
15 EXTERIOR
D.LO. WIDTH = NOM. PANEL WIDTH - r
D.L.O. HEIGHT = DOOR UNIT HEIGHT -10.125°
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
#10 X. 1.60,
PH SMS
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=1061/8".
3. (1) LOCK (ITEMS 78 & 107410) AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103)AT FRAME JAMB OR ASTRAGAL
°DAW
iALVM=Ft3W6 PANEL TYPES/EXAMPLE ELEVATIONS
CMIE OFAVfXA2B28eOSERIES 77D_H.P. ALUMINUM SGD - IMI
Ow"Dwomec.
BQaTJDH.R ;M 7 m 10 R.ra PGT0004
PRODUCT REVISED
u comp with the Florida
1 _ NOA-mo, a 17.0420.13
1 Explrauoe Dater 03/24/2020
By
MiaM
pw ProductoR 6
LYNN
` •C O VCENgF •.�j �:
A. 1d&!k:RP.E
PART ILLUSTRATIONS
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS)
STANDARD CLIP OPTIONAL CLIP
W/ RETAINER #106 W/ RETAINER #123
DETAIL W (F0(ED PANEL)
DETAIL'O' SCREEN a EXTERIOR INTERIOR [v _
AT SILL (ALL VERT. SECTIONS) DETAIL'P' SCREEN
(2-TRACK SHOWN) AT JAMB
(2-TRACK SHOWN)
SILL RISERS OPTIONS
24
(SEE D.P. LIMIT 23
SEE SHEET TABLE OR FOHEET4
R
INSTALLATION DETAILS) 21
19
4.t185'
F)(T. EXT, 2.566° EXT. 3.30.9"
EXT.
1.58r i
FLUSH BOX SILL RISER LOWi60XiSl$Lt1SER MEDIUM BOX SILL RISER HIGH BOX SILL RISER
(NOT VALID FOR WATER-(2;40),.. (3 1/4'� 26 (4°)
INFILTRATION RESISTANCE)
22
20
19
4.C56"
EXT. EXT.�, EXT. 3306• EXT.
1.6GIT
FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FIAT SILL RISER HIGH FLAT SILL RISER
FILTION RESISTANCE)OTVAUD FOR WATER TRA(2-112") (3-1/4°) (4°)
IN
M VE= FL X=
(MQ4841600
CEMCFAUMANW
MAX. 108° g77/8°
DOOR UNIT MAX.
HEIGHT DLO
TYR
lip. 1 AITS 1 8 d 10
4 INTERIOR
(ALL HORR. SECTIONS)
EXTERIOR
DETAIL T
DETAIL'H'
ID - LMl
PGmw
ASTRAGAL
DETAIL TA'
PRODUCT REVISED
as casnp with the Florida
DU�a tiding o
NOA-No. 17-0420.13
respiration Date 03/24/2020
BY
M m product Cootro
111111117
LYNN..
�. � No. 5g705 .•gyp*�
:AO,t;•. sm o� ���w:
JJ/I111ittt
A. LYNN MILLER P.E
REV 68705
Nam
Dwg
PGT#
Description
1
173M
817306
2-TRACK HEAD
2
17303
6173M
2-TRACK HEAD WITH SCREEN RAIL
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAD/JAMB ADD -ON
7
17304
617304
2-TRACK SILL
8
17301
617301
2-TRACK SILL WITH SCREEN RAIL
11
17313
617313
FRAME SILL TRACK INSERT
14
17305
617305
2-TRACK JAMB
15
17302
817302
2-TRACK JAMB Wm4 SCREEN RAIL
18
173P2
617322
SILL RISER
19
17319
617319
SILL RISER -HOLLOW
20
17321
617321
SILL RISER -LOW FLAT
21
17310
617318
SELL RISER -LOW HOLLOW
22
17359
0173M
SILL RISER -MEDFLAT
23
17354
617354
BILL RISER -MEDHOLLOW
7A
17320
617320
SILL RISER -HIGH HOLLOW
25
17323
617323
SILL RISER -HIGH FLAT
ITEMS
4053 ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL -LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
41618
SCREEN KEEPER SPACER SET
43
B162
68152
SCREEN INTERLOCK ADAPTER
44
4426
64428
SCREEN DOUBLE INTERLOCK
45
4317
012258
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER -STSTL
49
4344
64344
SCREEN ASTRAGAL
50
17349
817349
OXD SCREEN ASTRAGAL ADAPTER
61
1692
61682
SCREEN SPLINE-.165
52
1694
01694
SCREEN SPLINE -.150'
53
61816020
SCREEN CLOTH
54
1725
1/2' X4' X 1/1V SETTING BLOCK
55
1726
i'X4'X 1/16'SETTING BLOCK
81
17326
61732B
PANEL STILE (HEAVY DUTY)
62
17327
81T327
NTERLOCCADAPTOR
63
1225
6TP248
VINYL SUER WSTP. -THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
85
1732B
617328
INTERLOCK SCREW COVER
66
17348
617346 INTERLOCK
ALUM RENF. (PANEL - 9')
Item
PG 8
PGT #
Description
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17350
4173M
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695 .
71695
1-1/T X 1' X3/4' HIGH FIN BEAL DUST PLUGS
72
8t63
78153X
TANDEM ST. STL ROLLER ASSY.
73
8153
78153N
TANDEM NYLONROLLERASSY.
74
SILICONE
OOW899, DOW-M OR GE7700
75
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
76
71032XIFPFX
#10.32 X V FL S.S. SCREW W/ TYPE'F TIP
77
7103239
1032 STEEL ZNC Ut=
78
17330
817357
1' IG BEAD .
8o
17359
617369
171Ur BEAD/ FDED PANEL CLIP
81
173W
617360
911G BEAD
82
1224
STP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE NC' U2' X1116' SGL SIDE ADH, TAPE, POLYETH.
100
6052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER ,
Im
Iwo
71696
DUSTPLUG
103
8186
78166X
1' KEEPER
104
653
7SOKEEP
SCREEN LOCK KEEPER
105
17344
617344
FMD PANEL CLIP -6' LONG
100
17345
617346
EXTERIORFDEDPANEL RETAINER -9116'
107
1739
71739
HANDLE KIT -INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT -RAISED EXIEWOR HANDLE
109
1731
78162SN
HANDLE KTT- RECESSED INTERIOR WITH THUMB TURN
110
1732 1
7617E
HANDLE KIT -RECESSED EXIERIOR PULL
111
710X34PPSDAX
#10 X 314' PH. PN. TEK-S.S.
112
1235
87S18 •
WSTP,.270"X.170'-FIN SEAL
113
1712
64056
.18T X.230' FINSEAL
114
71OX116PPX
#10 X 1-f/2'
115
710XPPT
#1DX1'
116
720XIX
#14-20 X V SS.
117
720XI12X
#14.20 X 1412 S.S.
123 1
17362 1
617352 JFDED
PANEL RETAINER 7Ai'
PRODUCT REVISED
as eompl with the Florida
Building o
NOA•-No. 17-0420.13
Lvivation Pat* 03/2412020
By
Man",P Product Contml
NOTES: 1 I I I LL l //
1) ALL ALUMINUM = 6063-TB �,rKaN up....-!V,y�
2) ITEMS # 3, 4, 9-10, 12,13, 16, 17, 26-39, 60, 67, 78, 84-99 & 118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL `� t r: s •. /�
No. 5 705 S
1o76r, aaaoaraRrve K � PARTS LIST FL3W5 _ �i Cis • :!�LORIDP..•.•
(wl)4#D•rsda �� S�ONAL
rR ow3n7 G ArocxANrESTt sHrEsr �O'AM SERIES 770H.P.ALUMINUM SGD-LMI
oovAaa+roani ® u`.w�e a� •P a"'b a" A LYNN MILLER, P.E.
_ v .. �` �mrsr"'" in®e�m"6 S6CI70/tP. /II7.'S 9 .10 PG7D004 G P.E.A59ms- - -
1.303' 0.718' 1.050` 1 _ a�OO4'5*i
050"'1.003"
0.325, 0.062' 0.610.062• .0.0.757" -�j 1.36"
0.062' 0,082' 0 0.050'
FD�D PANEL CUP! �
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (7/16") GLAZING BEAD (9/167 GLAZING BEAD (1' I.G.) FDCED PANEL CLIP 1
(65) MATL 6063-TB (5) MATL 8063-T6 (80) MATL: 6083•T6 (81) MATL• 6D63-T6 (79)MAT1: 8063-T6 (106)MATL• 6063-T6 0.081,
I -Li
,�t4,126' 8.198' 4.49' 0.062'0JE.080'1.688'
1.304" I1211' 1505' SA6
MFFW-
F� 0.081° 1.739"
3.26" 2 TRACK HEAD W/ SCREEN TRACK 2-TRACK SILL
(2) MATL 6083 T6 0.232• (7) MAT86 L: 63-T6 INTERLOCK ADAPTER
TOPlB---- - BOTTOM RAIL (62) MATL 6063-T6
(89) MATL• 6063-T6 3.979'
q• 1.467 8221"
0.075 0.062' �II�- 1.505• 2-TRACK JAMB
0.135' 1.645" FLUSH FLAT SILL RISER (14) MATL:6063-TB
1.6' 08) MATL: 6063-T6
8"
2-TRACK JAMB W/-
SCREENTRACK
0 5) MATL' 6063-T6
1,872" 0.080, PRODUCT REVISED
2-TRACK SILL W! SCREEN TRACK ascomp with the Florida
I - 3.125' 0281' -_ (8) MATL' 6063 T8 m0A No Dodo
HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1.019" 0'83" NOEL No 17A420.13
(61) MATL: 6063-TB (68) MATL: 6063-T6 0.062° } ibwlrotlon Data 03/24/2020
5.069' 1 654• SCREEN STI� 0.752' 0.709• 0.709" gY
- (40) MATL: 6063 T6 0 080° 0.060' I miam u Con
0.250' --j
REINFORCEMENT
66)MATL:W -T6
0.750" A EL
LE TSH3-B )
1.045' 0.080, - I
SILL TRACK
(11)MATL• 6063-T6
0.062'
L#t-- 0.062'
SCREEN BTM. RAIL
(46) MATL• 8063-TB
FIXED PANEL
RETAINER, 9/16'
(106) MATL: 6063-T6
0.232"
BE
* Na.50705
HIGH BOX SILL
RISER
MEDIUM BOX
SILL
RISER LOW SOX SILL
RISER
FLUSH BOX SILL
RISER
0.062'
LOW FLAT
0.06:
SILL RISER MED. FLAT
0.062• +11+-
SILL RISER HIGH FLAT
SILL RISER
: _
24) MATL: 6063-T6
(23) MATL 8063 T8
21I MATL• 6063 T6 (19 MATL 6p63 T6
(20) MA I L. 6063•T6 (22) MATL: 6063 T6 25 MATL 8063 T6
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