HomeMy WebLinkAboutAPPROVED, FL251_R32_II_19-1126.04MIAMI.OIADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 sw 26 street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wwwaniamidade.EoyleaonamV
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 Miarni Dade County and other areas where allowed by the Authority Having Jurisdiction (AH7).
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 A14J (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 11770HP" Aluminum Sliding Glass Doors w / Reinforcements
APPROVAL DOCUMENT: Drawing No.PGTD004 Rev G, titled "Series 770 H.P. Aluminum SGD-LMI", sheets I
through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 11122/19, signed and sealed by Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large Missile Impact Resistant
Limitations-
1. See tables 1& 1A in sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures,
reinforcements, glass types, sill riser and anchors requirements. See approved configurations in sheet 2.
2. Applicable operable door Egress min clear width & height requirements must comply per FBC, to be reviewed
by Building official.
3. See glazing options 04, G4A, G6 and G6A in sheet 3.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 17-0426.13 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
NOA. No. 19-1126.04
Expiration Date: March 24, 2025
Approval Date: January 09, 2020
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUI1M1TTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files # 11-1018.16/#09-0826.12).
2. Drawing No.PGT0004 Rev D, titled "Series 77014T, Aluminum SGD-LMI", sheets 1 through 10 of
10, prepared by manufacturer, dated 08/05/07 and bast revised on 02/13114, signed and sealed by
Lynn Miller, P.E.
B. TESTS
1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along 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, all signed and sealed by Martin D. Brinson, P.E.
Note: This test report has addendum letter dated Jan 13, 2014, issued by Fenestration Testing Lab.
2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marred -up drawings and installation diagram of Aluminum Sliding Class Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5998, FTL-6005 and FTL-
6012, dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under files # 11-
1018.16/#09-0826.12) Note: The test reports No. FTL 5998 has been revised and reissued on
12/29109, signed and sealed by Julio Gonzales, P.E.
3. Additional reference supporting test reports # FTL 5254 and ATI72138.01-401-18.
C. CALCULATIONS
1. Anchor verification and comparative analysis dated 01/24/14 and last revised on 02/13/14, sheets
1 thru 45, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTMS-1300-02 &-04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours &. CO., Inc. for
"DuPont SentryGlas V interlayer", expiring on 01/1412017,
F. STATEMENTS
1. Statement letter dated OCT 04, 2013 of compliance to FBC 2010 and "No financial interest",
prepared by PGT, signed & sealed by Lynn Miller, P.E. r
2. Letter of lab compliance, part of the above test reports 1 1, `.�
! Isliaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.04
Expiration bate: Marcb 24, 2025
Approval Date: January 09, 2020
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises # 11-1018.16, expiring March 24, 2015.
2. Test proposal dated 6/4/13 approved by Jaime Gascon, P.E.
3. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
4. Letter of commitment dated February 20, 2014, issued by PGT, signed by A. Lynn Miller, P.E.
2. Evidence submitted under previous approvals
A. DRAWINGS (submitted under file#16-2609.06/#15-0106.07/#13-1009.07)
1. 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 05I05/16, 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.
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
b) 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—I), prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTLL-7465, dated 09/13/2.013, signed and sealed by Martin D, Brinson, P. E.
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.
2. Glazing complies with ASTM E1300- 04/ 09
D. QUALITY ASSURANCE
1. Miami --Dade Department of Regulatory and Economic Resour s�(RER)1' / M
Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.04
Expiration Date: March 24, 2025
Approval Date: January 09, 2020
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. Statement letter of conformance to and complying with FBC 51 Edition (2014), issued by
manufacturer, dated 12/31/14, signed and sealed by Anthony Lynn Miller, P. E
2. Test proposal No. 16-01.52 dated 03/09/16 approved by RER,
3. 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.
G. OTHERS
1. Notice of Acceptance No. 15-0106.08, issued to PGT Industries, Inc. for their Series "770—HP
Aluminum Sliding Glass Doors w / Reinforcements — L.M.I.", expiring on 03124/20.
3, New Evidence submitted
A. DRAWINGS
1. Drawing No.PGT00114 Rev G, titled "Series 770 H.P. Aluminum SGD-LMI", sheets 1 through
10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 11/22/19, signed and
sealed by Lynn Miller, P.E.
C. CALCULATIONS (submitted under file #17-0420.13)
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas§
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (0 Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA renews NOA # 17-0420.13, expiring 03/24/ 2025.
I ate'\� l • ��~��
Is aq 1. Chanda, II.E.
Product Control Unit Supervisor
NOA No. 19-1126.04
Expiration Date: March 24, 2025
Approval Date: January 09, 2020
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: SG = .090" SENTRYGLAS CODES /STANDARDS USED:
G4 - 7116" LAMINATED: (2) LITES OF 3/16" HS WITH .090" SG INTERLAYER.
G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH .090" SG INTERLAYER.
G6 - 1" 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 3/16" HS GLASS WITH .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 & SMALL
MISSILE IMPACT RESISTANCE
o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
o2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
0ASTM E1300-09
oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
oALUMINUM DESIGN MANUAL, ADM-2015
oAISI S100-12
oAISC 360-10
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN 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 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).
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 - 10.125"
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. 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 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.
JR 04103117 G UPDATED TO FBC 2017, REV. TABLES 1 & A, JAMB OC.
Drawn By: Date: Checked By: Date:
SMC 08105107 RJA RJA
TABLE A:
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C.
Distance
Min.
Embedment or
Metal Thickness
A
#12 18-8 SMS,
Fy=60 ksi, F =95 ksi
#12 410 SS SMS,
Fy=90 ksi, F,,=110 ksi
All
Southern Pine (SG = 0.55)
9/16"
7/8"
1-3/8"
6063-T5 Aluminum
3/8"
9/16"
0.071"
A36 Steel
3/8"
9/16"
0.050"
Gr. 33 Steel Stud
3/8"
9116"
0.045" (18 Gal
1/4" Elco Aggre-GatorC
Fy=57 ksi, F =96 ksi
All
Concrete (min. 2.22 ksi)
1-1/2"
3"
1-3/8"
Jamb
Filled Block (ASTM C90)
2"
3"
2"
Jamb
Hollow Block (ASTM C90)
2"
3"
1-1/4"
All
Southern Pine (SG = 0.55)
1"
1"
1-3/8"
B
#12 Steel SMS (Gr. 5)
All
Southern Pine (SG = 0.55)
9/16"
718"
1-3/8"
6063-T5 Aluminum
3/8"
9/16"
0.071"
A36 Steel
3/8"
9116"
0.050"
Gr. 33 Steel Stud
3/8"
9/16"
0.045" (18 Gal
C
1/4" Elco UltraConC
F,=155 ksi, F,=177 ksi
All
Concrete (min. 2.85 ksi)
1"
4"
1-3/8"
Jamb
Hollow Block (ASTM C90)
1"
6"
1-1/4"
1/4" Elco UltraConC
Fy=155 ksi, F =177 ksi
All
Concrete (min. 2.85 ksi)
2-1/2"
4"
1-3/8"
Jamb
Filled Block (ASTM C90)
2-1/2"
4"
1-3/4"
Jamb
Hollow Block (ASTM C90)
2-1/2"
6"
1-1/4"
D
1/4" 410 SS Elco CreteFlexV
Fy=127.4 ksi, F"=189.7 ksi
Head / Sill
Concrete (min. 3.35 ksi)
1"
4"
1-3/4"
Jamb
Concrete (min. 3.35 ksi)
1"
6"
1-3/4"
Jamb
Hollow Block (ASTM C90)
2-1/2"
6"
1-1/4"
All
Southern Pine SG = 0.55)
1"
T.
1-3/8"
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE
ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL
TABLES IN THIS APPROVAL.
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND
BEYOND METAL SUBSTRATE.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OFALITH. #29296
Description:
GENERAL NOTES AND MAP
Title:
SERIES 770 H.P. ALUMINUM SGD - LMI
Series/Model' Scale: Sheet: Drawing No.
3GD770 H.P. NTS 1 nl 10 PGT0004
SHEET
GENERAL NOTES .............
1
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
rRODUC T RENEW®
as eomptyiegwith do furw
Buwng Code �D y
Acceptaece No I
Expiration ])a* /�nA.1
20
�>asi pa+a�Ctil'
LY v
r
� No. 58705
-CJ 0A —
l I .� 11 cr
0,�y ' STATE OF
%��1 •'•F�ORIDA •'�����
A. L� N MI4UPR,�P.E.
G P.E.# 58705
3/16" HS GLASS
3/16" HS GLASS
.090" SG
SILICONE
SG
3/16" HS GLASS
.090"
3/16" HS GLASS
74
3/8" AIRSPACE
3/16" T GLASS
74
STRUCTURAL
POLYISOBUTYLENE
WITH DESICCANT
1/4" NOM.
7/16" NOM. i
1" NOM.
CE
EXT. GLASS
5a 40DISG
82
TPS
L
3/4" NOM.
83
3/4" NOM.
GLASS
GLASS
80
BITE
79
BITE
INT. GLASS
6-59
�
EXTERIOR
EXTERIOR
54
HOT -MELT BUTYL
55
STRUCTURAL
7/16" LAMINATED GLASS TYPES G4
1" LAMINATED INSULATING
SILICONE
3/16" NOM.
GLASS TYPES G6
FOAM
WITH
DESICCANT
•
SUPER
EXT. GLASS
57
SPACER®NXTTM
3/16" HS GLASS
1/4" HS GLASS
SG
.090"
INT. GLASS
.090" SG
3/16" HS GLASS
1/4" HS GLASS
74
5/16" AIR SPACE
1/4" T GLASS
74
ALUMINUM
pROOUCTREKEM
9/16" NOM.
I
1" NOM.
REINFORCEMENT
ascomplyingw'0*0
Raiding Code /Gt•�
82
1
�
Acceptance No
3/4" NOM.
83
3/4" NOM.
5/16" NOM.
Expiration Dsttc��
GLASS
GLASS
BUTYL T
DESICCANT
By
p-mdnc1G0�
Er,
BITE
79
BITE
FOAM
R
DURASEAL�
ismi
56-59
EXT. GLASS
sa
EXTERIOR
IaD
SPACER
EXTERIOR
54
1" LAMINATED INSULATING 55
INT. GLASS
9/16" LAMINATED GLASS TYPES G4A
GLASS TYPES G6A
Part#
Description
Material
56
Kommerling 4SG TPS Spacer System
57
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
Materials
58
Quanex Duraseal Spacer
59
Cardinal XL Edge Spacer
REFERENCE TEST REPORTS: F I L-8/11, tiybti & bU/U
GLAZING NOTES:
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"SG" = .090" SENTRYGLA9' BY KURARAY AMERICA, INC.
Revsd By. Date: I Revisions:
JR 1 04103117 G NO CHANGES THIS SHEET.
Drawn By: I Date: Checked By: Date:
SMC 08/05/09 RJA
POLY
BUTYL
S
ROLL-FC
STAINLESS
EXT. GLAS,
"r ",NT FILL AREA
5/16" NOM.
LICONE SEAL
XL EDGETM
ss SPACER
GLASS
1070 TECHNOLOGY DRIVE Description:
N. VENICE, F 600 75 ,GLAZING DETAILS
TVe
CERT OFAUTH.#29296 SERIES 770 H.P. ALUMINUM SGD - LMI
Series/Model: Scale: Sheet: Drawing No. Rev:
O SGD770 H.P. NTS 3 "t 10 PGT0004 G
�.���(•NY LYNN
_ No. 58705
-0 9 _
SI-ft4T p' 41✓�`
//jSS�ONAI-
A.['IN'N MRLIE P.E.
P.E.# 58705
TABLE 1 A:
TABLE 1
Design Pressure (DP) and Anchor Quantities Required
(For all approved Configurations, Sheet 2 and Glass Types, Sheet 3)
Reinforced Interlocks
Door Unit
Height
80"
84"
90"
98"
102"
108"
Heavy-duty Astragal
Heavy-duty Stiles
69-7/8" DLO
73-7/8" DLO
79-7/8" DLO
87-7/8" DLO
91-7/8" DLO
97-7/8" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
I B I
C
I D
A I
B I
C I
D
A I
B I
C I
D
A
B
C
D
A I
B I
C I
D
A I
B
C
D
Design Pressure
+90/-130
+901-130
+901-130
+901-130
+901-130
+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
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
C5+2
C5+2
C5+2
Jamb
10
8
8
8
10
8
8
8
10
10 1
10
10
12 1
10 1
10
1 10
12 1
10 1
10 1
10
14 1
10 1
10
10
Design Pressure
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
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
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
L
Jamb
12
1 10
1 8
8
12
10
1 8
8
12
10
1 10
1 10
14
1 12
1 10
1 10
14
1 12
1 10
1 10
16 1
12
1 10
10
Design Pressure
+90/-130
+90/-130
+901-130
+901-130
+901-130
+901-130
36
DLO
Head/Sill
C5+2
C5+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C6+2
C6+2
C7+2
C7+2
C6+2
C6+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
a
Jamb
12
10
8
8
14
12
8
8
14
12
10
10
16
14
10
10
18
14
10
10
18
14
12
10
Design Pressure
+901-130+901-130
+901-130
+901-130
+901-130
+901-121.4
0
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+2
C7+2
C7+2
C7+2
C7+2
C8+2
C8+2
C7+2
C7+2
C8+2
C8+2
C7+2
C7+2
Jamb
14
1 12
1 8
1 8
16
1 12
1 10
1 8
16
14
1 10
1 10
18
1 14
1 12
1 10
20
1 1
1 12
1 10
20
1 16
12
1 10
Design Pressure
+901-130
+901-130
+901-130
+901-130
+901-118.5
+901-110
48
DLO
Head/Sill
C6+3
C6+3
C6+3
C6+3
C7+3
C7+3
C6+3
C6+3
C7+3
C7+3
C7+3
C7+3
C8+3
C8+3
I C8+3
C8+3
C8+3
C8+3
C7+3
C7+3
C8+3
C8+3
7+
C7+2
Jamb
16
1 12
1 10
1 8
1 16
1 14
1 10
1 8
18
114
12
1 10
20
1 16
1 12
1 10
20
1 16
1 12
1 10
1 20
1 16
12 A
10
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 5
HEAVY DUTY ASTRAGAL
HEAVY DUTY STILES
ALL INTERLOCKS TO BE REINFORCED
WITH THE #66 HEAVY-DUTY REINFORCEMENT
HEAVY-DUTY STILES
JR 1 04103117 1 G I REVISED TABLE 1.
Drawn By: Date: Checked By. Date.
SMC 815109
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.
3. 2 1/2", 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 - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OFAUTH. #29296
Description:
DP AND ANCHORAGE CHART
Tille:
SERIES 770 H.P. ALUMINUM SGD - LMI
Series/Model: Scale: Sheet Drawing Nc.
3GD770 H.P. NTS 4 01 10 PGT0004
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
Pressure, psf
Flush - 1-1/2"
see note 3
Low - 2-1/2"
+ 46.67
Medium - 3-1/4"
+ 60.0
High - 4"
1 + 90.0
SEE NOTES 1-3
1 OH LENGTH Ir
OH LENGTH = OH RATIO
OH OH HEIGHT
HEIGHT
T- EQUAL TO 1
o
o OR GREATER
SEE NOTE 3
PRODUCT RENE"o
WA
� iding a .itb ft (A
Aceeptaace No : II
Expirad" Date_
y 3 Z)
B � rCww
t�
Miami Da6e Pnet
���1tIlIt1�
tGENSF
No.58705
-� CA _
'. 11 .z2.1�
SrATE ,F
'c40RIOP'
r,ll!II, t`t w
A. LYNN N ILLER, P.E.
G P.E.# 58705
EXAMPLE OXX ANCHORAGE PLAN:
(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C IN CONCRETE SUBSTRATE
1
N
+2 C7 +2 C7
"ANCHORS PER PANEL" ARE THOSE
AT THE HEAD AND SILL BETWEEN
+2 CLUSTERS OR THOSE BETWEEN A
J� CLUSTER AND A FRAME JAMB.
x
x
x xxxx
24" MAX. O.C.
x xxxx
x
x
6"ME
x (ADD ADDITIONAL
(20) ANCHORS TOTAL @
x
ANCHOR MIDSPAN
EACH HEAD & SILL
IF NEEDED)
x
x
x
x
21
48" NOM. PANEL WIDTH —
MAX.
x
)8"
x
x
x
AX
x
x
x
x
x
x
x
x
x
x
x
x
x x
x x x
x x
6" Mi
xxxx xxxx x
x24" MAX. O.C. C.L. ASTRAGAL
L
8" MAX.. TYP.
3-1 /2" MAX.
2.04"
8" MAX.
0
O.C.
(12)
ANCHORS
PER
JAMB
(SEE
SHEET
6 FOR
CLUSTER
O.C.
SPACING)
-PRODUCT tEW10
n complying with the 61"w
JC. guiding Code /� D
Acctptaace Ns '/
Expiration Date'rJ��
By `ate , J'
%and Dade rodud Goatt�
[SEE CLUSTER DET., SHT. 6
INTERLOCK 3.5" MAX. ASTRAGAL INTERIOR 8" MAX
CENTERLINE O.C. CENTERLINE 7[—�
IL 24" MAX. O.C. 4— I '—LOCATED BELOW
CENTER OF PANEL EXTERIOR
145-5/16" MAX.
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHOR TYPES: SEE TABLE A, SHEET 1.
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
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.
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6.
JAMBS ......................... 6" MAX. FROM BOTTOM AND 21" MAX. O.C.
UTILIZING JAMB ANCHOR QUANTITIES FROM 1070 TECHNOLOGY DRIVE Description:
TABLE ON SHEET 4. N. VENICE, FL 34275 ANCHORAGE SPACING & EXAMPLE PLANS
sd By: Date: Revisions:
CERT OFAUTH. #29296SERIES 770 H.P. ALUMINUM SGD - LMI
JR 04103117 G NO CHANGES THIS SHEET. S.,—I ode, same: sheet Drawing N. Rev.
wn By: Date: Checked By: Date: To of
SMC 08105109 RJA SGD770 H.P. NTS e' 10 PGT0004 G
ON`( LYNA
No.58705
0 `')—, iATE 1� , a-
//0NA1
A. `LiNIN M!10LbR, P.E.
P.E.# 58705
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.
2 1/16" *
2x WOOD BUCK TYP.,
EDGE DIST., SEE ANCHOR NOTE
--SEE TABLE 3, SHEET 1
SHEET 1 1
EXT.
1/4"
MAX.
INT. ASTRAGAL OR
INTERLOCK
7 CENTERLINE
3.5"
3.5"
4.051 " 3.5"
3.5"
:�E�2_04"
C 1
4.051" r
2-TRACK, ASTRAGAL / INTERLOCK
EMBED., SEE 5 ANCHOR CLUSTER - C5
TABLE A, SHEET 1
EMBED., SEE TABLE A, SHEET I
re
SHIM I 1/4" MAX. SHIM �
LWOOD ANCHOR TYP., SEE 1x WOOD
ANCHOR NOTE 2, SHEET 1 BUCK TYP.,
DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR
WOOD INSTALLATION NOTE 3, SHEET 1
CONCRETE
ANCHOR TYP.,
EDGE DIST., SEE ANCHOR
SEE TABLE A 2-1116" * NOTE 1, SHEET 1
SHEET 1
e
EXT . WFFA I
1
EDGE DIST.,
SEE TABLE A
SHEET 1
aaac T
.• 2-1/16"
INT.
ASTRAGAL OR
INTERLOCK
CENTERLINE
�r
a `
CONCRETE
DETAIL D, 2-TRACK FRAME JAMB
CONCRETE INSTALLATION
MAX. 2x WOOD BUCK TYP., SEE
SHIM ANCHOR NOTE 3, SHEET 1
WOOD ANCHOR TYP., SEE
ANCHOR NOTE 2, SHEET 1 EXTERIOR INTERIOR
DETAIL B, 2-TRACK FRAME HEAD (ALL VERT. SECTIONS)
WOOD INSTALLATION EMBED., SEE
TABLE A SHEET 1
1/4" MAX.
(SEE ANCHOR
NOTE 5, SHEET 1)
EXT.
2-1/16" *
2-TRACK, ASTRAGAL / INTERLOCK
6 ANCHOR CLUSTER - C6
INT. ASTRAGAL O
INTERLOCK
CENTERLINE
3.5"
7" -�
cl
2.04"
7"
2-TRACK, ASTRAGAL / INTERLOCK
8 ANCHOR CLUSTER - C8
INT. ASTRAGAL OR
INTERLOCK
CENTERLINE
7"
C
4"
4.051"
3.5"
2.0
2-TRACK, ASTRAGAL / INTERLOCK
7 ANCHOR CLUSTER - C7
EDGE DIST.,
SEE TABLE A ~I
SHEET 1 �I 2-1/1 6"
1x WOOD
BUCK TYP.,
SEE ANCHOR
NOTE 3, SHEET 1
WOOD ANCHOR TYP., SEE EDGE DIST.,
ANCHOR NOTE 2, SHEET 1 1/4" MAX. SHIM SEE TABLE A
SHEET 1
DETAIL C, 2-TRACK FRAME SILL
WOOD INSTALLATION
EDGE DIST.,
SEE TABLE A
SHEET 1
JR 04103117 G CHANGED JAMB OC TO 6".
Drawn By: Date: Checked By: Date.
SMC 08105109 RJA
2x WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET -
EMBED., SEE
EXT. T
1/4"
MAX.
SHIM
5.64"
2.06"
6"
MIN.
DIAL.
O.C.
TYPICAL JAMB ANCHOR PAIR FOR
DETAILS "D" & "E", SEE ELEVATION
FOR O.C. SPACING, SHEET 5
EMBED., PRODUCE'
SEE aBcmpvjftW1*the skok
TABLE A, B" 7cp
gCode I-/I24,Gc/
SHEET 1 A`�n� T
Expiration Date 2
i;r�- J�
"land
NCRETE
L-CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTE 1, SHEET 1
DETAIL F, 2-TRACK FRAME HEAD
CONCRETE INSTALLATION
2-1/16" *
TABLE A, SHEET 1 I n GROUT AS REO.
WOOD ANCHOR CONCRETE
TYP., SEE ANCHOR
NOTE 2, SHEET 1 _ 1
2x WOOD BUCK TYP., SEE t _ EMBED., SEE
EXT. ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
DETAIL E, 2-TRACK FRAME JAMB CONCRETE ANCHOR TYP . EDGE DIST.1
WOOD INSTALLATION SEE ANCHOR NOTE 1, SHEET 1 SEE TABLE
DETAIL G, 2-TRACK FRAME SILL A, SHEET 1
CONCRETE INSTALLATION
f 1/4" MAX.
2-1/16" * (SEE ANCHOR
NOTE 5, SHEET 1)
EXT.
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS
CERT.OFAUTH. #29296 TSERIES 770 H.P. ALUMINUM SGD — LMI
Series/Model: Scale: Sheet, Drawing Na. Rev:
o SGD770 H.P. NTS 6 at 10 PGT0004 G
�\\0 C\Y LYljN
No. 58705
0 '. STATE OF
A. L �fVWIM LLEk: E.
P.E.# 58705
PANEL LETTER
SINGLE
K
INTERLOCK
LOCKSTILE
A
SINGLE
LOCKSTILE
INTERLOCK
D
LOCKSTILE
SINGLE
INTERLOCK
SINGLE
M
LOCKSTILE
INTERLOCK
SINGLE
ASTRAGAL
INTERLOCK
OUT
(Box our)
L R
ASTRAGAL
SINGLE
OUT
INTERLOCK
(BOX OUT)
NASTRAGAL
SINGLE
IN
INTERLOCK
(Box our)
C
SINGLE
ASTRAGAL
INTERLOCK
IN
(BOX IN)
SINGLE
FIXED
P
INTERLOCK
LOCKSTILE
FIXED
SINGLE
R
LOCKSTILE
INTERLOCK
T
ASTRAGAL
FIXED
OUT
LOCKSTILE
(BOX OUT)
T
ASTRAGAL
FIXED
IN
1 __ LOCKSTILE
(BOX IN)
sT)
FIXED
ASTRAGAL
LOCKSTILE
OUT
(B
S FIXED ASTRAGAL
LOCKSTILE IN
(BOX IN)
NOTE:
REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS.
4 INTERIOR
(ALL PANEL TYPES)
1;07 EXTERIOR
D.L.O. WIDTH = NOM. PANEL WIDTH - 7"
D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
JR 1 04103117 1 G I NO CHANGES THIS SHEET.
wn By.: Date I Checked Byj Date:
SMC 08105109 1 RJA
JAMB DETAIL W OR'L',
SHT. 8 & ANCHOR
DETAILS'D' &'E', SHT. 6 INTERLOCK DETAIL'S,
SHT. 8
ASTRAGAL DETAIL'M', SHT. 8 HEADER DETAIL T, SHT. 8
EXTERIOR & ANCHOR DETAILS 'A', 'B'
&'F', SHT. 6
191 1/2- IVIAX. UINI I VVIU I N
41" MAX. NOMINAL
D.L.O. PANEL
WIDTH WIDTH
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
[jNEL
PE
'R'
'L'
'D'
'P'
LREINF.-\\NOTE
SEE
REINF.
97 7/8" loi
MA
MAX. DO(
D.L.O. UN
HT. H_
TYP• TY
3
��
I�IL
-
F—
SEE FRAME &
PANEL CORNER
CONSTRUCTION
DETAILS BELOW
x.
)R
T
D
OXXO (2 TRACK) SILL DETAIL'H', SHT. 8 &
ANCHOR DETAILS 'C' &
'G', SHT. 6
X 1.50'
PH SMS
PANEL CORNER
DETAIL
SILICONE
HERS
FRAME CORNER
DETAIL
#8 X 1"
PH SMS
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 1/8"
3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103) AT FRAME JAMB OR ASTRAGAL.
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 PANEL TYPES / EXAMPLE ELEVATIONS
CERT. OF AUTH. #29296 SERIES 770 H.P. ALUMINUM SGD - LMI
Series/Model Scale: Sheet Drawing No. Rev:
SGD770 H.P. NTS 7 a 10 PGT0004 G
NOTE:
1. MAXIMUM NOMINAL
PANEL WIDTH FOR ALL
PANEL CONFIGURATIONS
EQUALS 48"
CRODUCT RENEWED
as complying with the plod&
B*Wag Code /I26'G I
Acceptance Ne /
Expiration Date Zr
A
+6li#tei tlsie Cortret
k I I I I I I I
NN�
�'� ' ��cENSF •��!!
No.58705
— � CA
0� tSATE OF [V
'/lrli•�I� 11\
A. LY IN MILLEk, P.E.
P.E.# 58705
62 111 63 61 66 PART ILLUSTRATIONS 14
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 5
65
61 FULL LENGTH 61
66 14 106 OF JAMB 14 61
113
#8 X 1-1/4"#10 X 3/4" 123 FULL LENGTH 75
SMS, X 2 sMs, X 3 OF JAMB
105 6"
ALL REINFORCED INTERLOCK 113 MIDSPAN 103 113
DETAIL'J' 53 5 MIDSP @ So
61 15 DETAIL 'L' 113
STANDARD CLIP OPTIONAL CLIP 2P
112 n 52 51 W/ RETAINER #106 W/ RETAINER #123 112 68
46 DETAIL'K' (FIXED PANEL) ?51
40
45 ASTRAGAL
48 47 0 54 INTERIOR DETAIL'M'
52 51
112 (ALL HORIZ. SECTIONS)
53 n
2 �v7 EXTERIOR
DETAIL'N' SCREEN DETAIL'O' SCREEN aEXTERIOR INTERIOR
AT HEAD AT SILL (ALL VERT. SECTIONS) ' DETAIL 'P' SCREEN
(2-TRACK SHOWN) (2-TRACK SHOWN) AT JAMB
(2-TRACK SHOWN)
SILL RISERS OPTIONS
24 PRODUCT RENEWED
(SEE D.P. LIMIT TABLE 1A, SHEET 4 0, ,,plyingWhbtlteFIWW
SEE SHEET 6 FOR FOR 23 guiding Code
INSTALLATION DETAILS) 21 Eypirratian Date �r
1
19 1 4.055" 113 5 A�iaa oweCatlees
EXT. EXT. 2.555" EXT. 3.305" EXT. 71 69
1.567" � 1 EXT.
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER MAX. 108" 97 7/8"
(NOT VALID FOR WATER (2-1/2") (3-1/4") (4„) DOOR UNIT MAX. DETAIL T
INFILTRATION RESISTANCE) 25 HEIGHT DLO
22 TYjP.
20 1
18 � 69
f4.055" EXT. 72 OR 73
EXT. EXT. 2 555„ EXT. 3.305" EXT. 71 7
�IIIIII
1.567"
i
113 ���'•OGENS�'�i��fi
FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5
No. 58705
(NOT VALID FOR WATER (2-1/2") (3-1/4") (4) ''H
INFILTRATION RESISTANCE) DETAIL
1070 TECHNOLOGY DRIVE Description: ®� I E 0 �`
N. VENICE, FL 34275 VERTICAL & HORIZONTAL SECTION DETAILS s .-F�ORID� • ����
(941) 480-1600 ntie:
RevsdBy: Date: Revisions: CERT OFALITH. #29296 SERIES 770 H.P. ALUMINUM SGD - LMI ��''i/ /ONAL E
JR 04103117 G NO CHANGES THIS SHEET. l 1 \
Drawn By: Date: Checked By: Date: O Se es/Modes Scale: sheet. Drawing No. Re°: A. LYNN �ILLER`P.E.
SMC 08105109 SGD770 H.P. NTS 8 ct �0 PGT0004 G P.E.# 58705
Item
DWGT#
9•
PGT #
Description
1
17306
617306
2-TRACK HEAD
2
17303
617303
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
617302
2-TRACK JAMB WITH SCREEN RAIL
18
17322
617322
SILL RISER
19
17319
617319
SILL RISER - HOLLOW
20
17321
617321
SILL RISER - LOW FLAT
21
17318
617318
SILL RISER - LOW HOLLOW
22
17355
617355
SILL RISER - MED FLAT
23
17354
617354
SILL RISER - MED HOLLOW
24
17320
617320
SILL RISER - HIGH HOLLOW
25
17323
617323
SILL RISER - HIGH FLAT
ITEMS 40-53 ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL - LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN DOUBLE INTERLOCK
45
4317
612256
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER - ST. STL.
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
OXO SCREEN ASTRAGAL ADAPTER
51
1 1692
61692
SCREEN SPLINE - .165"
52
1694
61694
SCREEN SPLINE - .150"
53
61816C20
SCREEN CLOTH
54
1725
1/2" X4" X 1/16" SETTING BLOCK
55
1726
1" X 4" X 1/16" SETTING BLOCK
61
17326
617326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
6TP248
VINYL BULB WSTP. - THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
66 1
17346
1 617346
INTERLOCK ALUM REINF. (PANEL - 9")
Item
D PGT #
PGT #
Description
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-1/2" X 1" X 3/4" HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. STL. ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW-899, DOW-995 OR GE-7700
75
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
71032X1FPFX
#10-32 X 1" FL. S.S. SCREW W/ TYPE "F" TIP
77
7103239
10-32 STEEL ZINC U-NUT
79
17330
617357
1" IG BEAD
80
17359
617359
7/16" BEAD / FIXED PANEL CLIP
81
17360
617360
9/16" BEAD
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, 1/2" X 1/16" SGL. SIDE ADH. TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1696
1 71696
DUST PLUG
103
8186
78186X
1" KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
105
17344
617344
FIXED PANEL CLIP - 6" LONG
106
17345
617345
EXTERIOR FIXED PANEL RETAINER - 9/16"
107
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT - RAISED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL
111
710X34PPSDAX
#10 X 314" PH. PN. TEK - S.S.
112
1235
67S16
WSTP, .270" X .170" - FIN SEAL
113
1712
64066
.187" X.230" FINSEAL
114
71OX115PPX
#10 X 1-1/2"
115
710XPPT
#10 X 1"
116
720X1X
#14-20 X 1" S.S.
117
720X112X
#14-20 X 1-1/2 S.S.
123
17352
1 617352
FIXED PANEL RETAINER, 7/8"
NOTES:
1) ALL ALUMINUM = 6063-T6
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.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
CERT OFAUTH.##29296
YaFH.P.
Description
PARTS LIST
SERIES 770 H.P. ALUMINUM SGD - LMI
ad By:
JR
Date:
04103117
Revisions:
G
NO CHANGES THIS SHEET.
Series/Model
SGD770
Scale:
NTS
Sheet.
9 of 10
Drawing Na
PGT0004
Rev:
G
wn BY
SMC
Date:
08105109
Checked By:
RJA
Date:
MDUCT RENKWED
at empiyVg with the Mots&
BaWiug Code
AcoePW=Ns if::41L`y
BxphWoa Date �,RpZK
G S ��
46ami Dude • Cam
`�rrrltrrr/ii�
No.58705
�0�'. ,CEO lti,
lsrAr'
filll
A. LYNN MILLER, P.E.
P.E.# 58705
1.3103"
1
A
5"
0.062"
0. 718"
0.062"
0.264"
INTERLOCK SCREW COVER FRAME SCREW COVER
(65) MAT'L:6063-T6 (5) MAT'L:6063-T6
.062"
4.125"
0.062" J 1.3104"
1
3.25" -
TOP/BOTTOM BOTTOM RAIL
(69) MAT'L: 6063-T6
HEAVY DUTY STILE
(61) MAT'L: 6063-T6
�{ 1.050"
0.062" f 0.611"
FIXED PANEL CLIP/
GLAZING BEAD (7/16")
(80) MAT'L: 6063-T6
6.198"
1 1.0501,
0.062�� 0.534"
GLAZING BEAD (9/16")
(81) MAT'L: 6063-T6
II 1.211"
I`JI
0.081"
2-TRACK HEAD W/ SCREEN TRACK
(2) MAT'L: 6063-T6 y1 0.232"
HEAVY DUTY ASTRAGAL
(68) MAT'L: 6063-T6
11 "0.080"
1.654"
2-TRACK HEAD 0.250" J
(1) MAT'L: 6063-T6 REINFORCEMENT
).750" (66) MAT'L: 6063-T6
55"
HIGH BOX SILL RISE
(24) MAT'L: 6063-T6
1.4167"
1
0.062" -1 I
IS„ FLUSH FLAT SILL RISER
(18) MAT'L: 6063-T6
l� 1.050, F
1
0.290"
f0.045"
GLAZING BEAD 0" I.G.)
(79) MAT'L: 6063-T6
2-TRACK SILL
(7) MAT'L: 6063-T6
1.003"
0.757"
0.050"
FIXED PANEL CLIP
(105) MAT'L: 6063-T6
0.062"
I
1.1, n
15"
0.(
f
1.888
I►- 1.739" ---I
INTERLOCK ADAPTER
(62) MAT'L: 6063-T6
15"
0.081 "
Mis
2-TRACK JAMB
(14) MAT'L: 6063-T6
R_
v vVv 2-TRACK SILL W/ SCREEN TRACK
(8) MAT'L: 6063-T16 l
0.8 �' jam-
0.752" LO.9" 0.709"
� 0.080 0.080"
-�j 1.045" 0.0801, � 0.863 0.550"
1.254" I SILL TRACK
(11)MAT'L: 6063-T6 FIXED PANEL FIXED PANEL
1.993" 0.062" RETAINER, 7/8" RETAINER, 9/16"
IF 0 875" (123) MAT'L: 6063-T6 (106) MAT'L: 6063-T6
SCREEN TOP RAIL I
(45) MAT'L: 6063-T6 1 993„ �{ I►- 0.232"
0.062"
SCREEN BTM. RAIL f 0.232"
.750" (46) MAT'L: 6063-T6
r- 0.232"
0.906" 3.955"
3.205"
2.455
511 0.062" r
1.567"
F�l1 0.062" - 0.062" -I If 0.062" �I Is -
MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER
(23) MAT'L: 6063-T6 (21) MAT'L: 6063-T6 (19) MAT'L: 6063-T6 (20) MAT'L: 6063-T6 (22) MAT'L: 6063-T6 (25) MAT'L: 6063-T6
0.750" (PANEL LENGTH - 9"
0.062"
0
0.062"
3.305"
2.55qu -1
1.872"
0.062" -- 1_019"
CrRFFN STII F�
(40) MAT'L: 6063-T6
1070 TECHNOLOGY DRIVE
Description
N. VENICE, FL 34275
EXTRUSIONS
(941) 480-1600
Tide:
SERIES 770 H.P. ALUMINUM SGD - LMI
sdBy.
Date:
Revisions:
JR
04103117
G
NO CHANGES THIS SHEET.
CERT OFAUTH. #29296
Series/Motlel:
Scale:
Sheet.
Drawing No.
Rev:
wn By:
Date:
Checked By:
Date.
SGD770 H.P.
NTS
10 -1 10
PGT0004
G
SMC
08/05/09
RJA
1.36"
6.198"
2-TRACK JAMB W/
SCREEN TRACK
(15) MAT'L: 6063-T6
rRODUCT RENBMED
as 000104tog with dw Florw
guiding Code 0
Acceptance tMo •
Expiration Dsfe,7
�
Miami Dark ? dact Ctnftel
\st1111111/
0GEN�s�'
No.58705
_ �y1TdEZ r9
7yf�II '4 i�� `�\\
A. LYNN MILLER, P.E.
P.E.# 58705