HomeMy WebLinkAboutNOA/PRODAPP 19-1126.03 SGDM IAM I•DADE 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) www.miamidade.gov/economy
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 "SGD-770" Aluminum Sliding Glass Doors w/ 90' & 1350 corners —L.M.I
APPROVAL DOCUMENT: Drawing No. PGTO130 Rev C, titled "Series 770 Alum. SGD - LM Impact", sheets 1
through 22 of 22, dated 10/10/14 and last revised on 11/22/19, prepared by manufacturer, signed and sealed by
Anthony 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 and Small Missile Impact Resistant
Limitations:
1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements
to be reviewed by Building official.
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 # 17-0420.12 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 I. Chanda, P.E.
NOA No. 194126.03
Expiration Date: February 17, 2025
Approval Date: January 09, 2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals under file #154013.15
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of
22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and
sealed by Lynn Miller, P.E.
B. TESTS
1. 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 an aluminum sliding glass door, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and
sealed by Marlin D. Brinson, P.E.(Submitted under NOA No. 144123.10)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 an aluminum sliding glass door, prepared
by Fenestration Testing Laboratory, Inc., Test Reports No..
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all
signed and sealed by Julio Gonzales, P.E.(Submitted under NOA No. 094826.10)
Along with marked -up drawings and installation diagram of an aluminum sliding glass door,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-
5036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028,
FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,
P.E. (Submitted under NOA No. 094826.109
3. Additional, Reference Fixed window test report FTL4897 (cardinal spacer) per TAS 201, 202 &
203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-Sth Edition
(2014), dated 01/30115, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
' Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.03
Expiration Date: February 17, 2025
Approval Date: January 09, 2020
E-1
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 "Butacitew
PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16,
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. expiring on 02/17/20.
2. Evidence submitted under previous approvals under file #16-2609.06
A. DRAWINGS
1. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22,
dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, 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.
C. CALCULATIONS (Submitted under previous NOA
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I., expiring on 02/17/20.
K-Y-
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.03
Expiration Date: February 17, 2025
Approval Date: January 09, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. Evidence submitted under previous approvals under file #17-0420.12
A. DRAWINGS
1. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22,
dated 10/10/14, with revision C dated 04/OS/17, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-6th Edition (2017),
dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers" dated O1/19/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance with FBC-6th Edition (2017), dated 08/10/17, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners -L.M.I., expiring on 02/17/20.
4. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGT0128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed
by Lynn Miller, P.E.
C. CALCULATIONS (submitted under file #17-0420.12)
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. 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 (6�' 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 # 17-0420.12, expiring Apri107, 2025.
I�c�.....1.
� Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.03
Expiration Date: February 17, 2025
Approval Date: January 09, 2020
E-3
TORI G A•
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90°/135° CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
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.
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 6=14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: 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) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554
TABLE B. SEE DETAILS ON SHEETS 4 & 5
Glass
Type
Description (Listed from Exterior to Interior)
G3
7/16" Laminated:
(2) Lites
of 3/16" HS Glass with
.090" PVB Interlayer
G3A
9/16" Laminated:
(2) Lites
of 1/4" HS Glass with .090" PVB Interlayer
G4
7/16" Laminated:
(2) Lites
of 3116" HS Glass with
.090" SG Interlayer
G4A
9116" Laminated:
(2) Lites
of 1/4" HS Glass with .090" SG Interlayer
G5
1" Laminated I.G.:
3/16" T
Exterior Cap + 3/8" Air
Space + 7116" Laminated;
(2)
Lites of 3/16" HS Glass with .090" PVB Interlayer
G5A
1" Laminated I.G.:
1/4" T Exterior Cap + 5/16" Air
Space + 7/16" Laminated;
(2)
Lites of 3/16" HS Glass with .090" PVB Interlayer
G6
1" Laminated I.G.:
3/16" T
Exterior Cap + 3/8" Air
Space + 7116" Laminated;
(2)
Lites of 3/16" HS Glass with .090" SG Interlayer
G6A
1" Laminated I.G.:
1/4" T Exterior Cap + 5/16" Air
Space + 7/16" Laminated,
(2)
Lites of 3/16" HS Glass with .090" SG Interlayer
G7
7/16" Laminated:
(2) Lites
of 3116" ANN Glass with .090" SG Interlayer
G7A
9/16" Laminated:
(2) Lites
of 1/4" ANN Glass with
.090" SG Interlayer
G8
1" Laminated I.G.:
3/16" T
Exterior Cap + 3/8" Air
Space + 7116" Laminated,
(2)
Lites of 3/16" ANN Glass with .090" SG Interlayer
G8A
1" Laminated I.G.:
1/4" T Exterior Cap + 5/16" Air
Space + 7/16" Laminated;
(2)
Lites of 3/16" ANN Glass with .090" SG Interlayer
"ANN" =ANNEALED
"HS" =HEAT STRENGTHENED
= TEMPERED
"PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLASO BY KURARAY AMERICA, INC.
DESIGN PRESSURE
RATING
IMPACT RATING
SEE TABLES 1, 2 &
SHEETS 6,7 &
3 ON
8
RATED FOR LARGE &SMALL
MISSILE IMPACT RESISTANCE
CODES /STANDARDS USED:
02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
oASTM E1300-09
AANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
°ALUMINUM DESIGN MANUAL, ADM-2015
oAISI S100-12
oAISC 360-10
JR 04/05/17
Drawn By: Date:
JR 10/10/14
EXAMPLE CONFIGS..........2-3
GLAZING DETAILS..... ,"".
ANCHORAGE .....................6-14
DESIGN PRESSURES...",,
INSTALL DETAILS..............12-14
ELEVATIONS .....................
PANEL / SILL TYPES,',,',.,,17
CROSS SECTIONS............18,19
PARTS LIST.,,,,,,. 11*6091ORROPMEN
EXTRUSIONS ....................
4,5
6-8
15,16
20
21,22
C UPDATED TO FBC 2017, REVISED TABLES 1, 2, 3 & A
ked By: Date:
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
T.
OF AUTH. #29296
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
318"
9116"
0.090"
A36 Steel
318"
9/16"
0.050"
Gr. 33 Steel Stud
318"
9/16"
0.045" (18 Ga)
1/4" Elco Aggre-Gator®
ksi, F =96 ksi
ROOR
All
Concrete (min. 2.22 ksi)
1-112"
3"
1-3/8"
Filled Block (ASTM C90)
2"
3"2"Fy=57
LJambP-hook
P-hook
Hollow Block (ASTM C90)
2"
3"1-1/4"l
SolPine (SG = 0.55)
1"
1"
1-3/8 of
B
#12 Steel SMS (Gr. 5)
(min. of 3 threads beyond
metal substrate)
All
Southern Pine (SG = 0.55)
9/16"
7/8"
1-3/8 it
6063-T5 Aluminum
3/8"
9116"
0.090"
A36 Steel
318"
9/16"
0.050"
Gr. 33 Steel Stud
3/8"
9/16"
0.045" (18 Ga)
C
1/4" Elco Ultra Con®
Fy=155 ksi, F,,=177 ksi
Concrete (min. 2.85 ksi)
1"
4"
1-3/8"
ka;E;lHollow
Block (ASTM C90)
1"
6"
1-1/4"
1/4" Elco UltraCon®
Fy=155 ksi, F = 177 ksi
All
Concrete (min. 2.85 ksi)
2-1/2"
4"
1-3/8"
Jamb / P-hook
Filled Block (ASTM C90)
2-1/2"
4"
1-3/4"
Jamb / P-hook
Hollow Block ASTM C90
2-1/2'
6"
1-1/4"
D
1/4" 410 SS Elco CreteFlex®
Fy=127.4 ksi. F.= 189.7 ksi
Head / Sill
Concrete (min. 3.35 ksi)
1"
4"
1-3/4"
Jamb / P-hook
Concrete (min. 3.35 ksi)
1"
6"
1-3/4"
Jamb / P-hook
Hollow Block (ASTM C90)
2-1/2"
6"
1A/4"
All
Southem Pine SG = 0.55
1"
1"
1-3/8 it
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,
ANCHOR NOTES
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 A, THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK.
PROPERLY SECURED, 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 By
LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL,
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.
Description:
GENERAL NOTES AND MAP
rice:
SERIES 770 ALUM. SGD - LM IMPACT
Series/Motley
SGD-770
Sheet:
NTS I 1 or 22
Drawing No. Rev:
PGT0130 C
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A/LYI�I�If�1la R P.E.
P.E.# 58705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
Gw I
Gc Jw Jc
I W O W
MAX. UNIT 13 Kw Kc I z a o
HEIGHT 14 14 1 k� Q I
PER TABLES 1-3 i Y Q
1CL
POCKET c/)
1-PANEL L
CONFIGURATIONS 12 13
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT E
HEIGHT
PER TABLES 1-3
MAX. UNIT WIDTH
3-PANEL CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 1-3
JR 04/05/17 C
wn By: Date: Checked
JR 10/10/14
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 1-3
MAX. UNIT WIDTH
2-PANEL
CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
I
I
Jw Jc I Q
14 14
Kw Kc loan
14 14 QlLO
I ¢�
x
I0QW
a
POLu
CKET
MAX. UNIT WIDTH
MAX. UNIT
HEIGHT
PER
TABLES 1-3
Bc Cw Cc
13 12 13
I
j Jw Jc I
14 14 I -
w Kc � Q a
14 14 lobo
Izavu
/ I W tz Lu
2
aQw
POCKET C/)
1.1\ %F
5-PANEL CONFIGURATIONS
NO CHANGES THIS SHEET.
Dale:
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT OF AUTH. #29296
I
I
I Q
Jw Jc Imo'
14 14 w Cc w
w Kc ICc)
a�
14 14 I�Q�
I W _
Lu a
POCKET CO
MAX. UNIT WIDTH
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
"X" =OPERABLE PANEL,
=INOPERABLE PANEL,
"p" =POCKET DETAIL LETTER
w' = WOOD OR METAL INSTALLATION
## itc" = CONCRETE INSTALLATION
SHEET NUMBER
L�l L
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
1 N1
19
MAX. UNIT N2 w
HEIGHT 09 0
PER / 19 ov
TABLES 1-3 02co
0
EXTERIOR rn
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
Jw Jc 1
14 14 �
w Kc IWow
14 14 lOCp
IzCLU)
I�Q�
Iw�w
x
0
lCL
POCKET ; co
SEE
NOTE
2, THIS
/ SHEET.
CORNER, TYP. L--
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
Description:
EXAMPLE CONFIGURATIONS
true:
SERIES 770 ALUM. SGD - LM IMPACT
Series/Model: Scale: Sheet: Orawmg No. Rev
SGD-770 NTS 2 of 22 PGT0130 C
t•i2oDi1CT RENEiVRA
as conmplying wi1� the �7wiilp
Buiding Code
Acceptance No
Expiration Date 2 12�
By 1 Sl.. �.,
ll�iami Dade Ceti'
No.58705
�=
�I �;
STATE ICJ:
In
A. LYNN MiLLE�F�, P.E.
P.E.# 58705
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
Gw
Gc
12
13
w
He
MAX. UNIT
HEIGHT,
96" OR 120"
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT i
PER TABLES 1-3
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT 1
PER TABLES 1-3
JR 04/05/17
Drawn By: Date:
JR 10/10/14
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
Ac w BC Cw Cc
13 12 13 12 13
I
Jw Jc I
19 19 t
t
19 14 14 I -
9 CC
19 19 19 14 14 t o � Lu
M M M19 19 19 w
Z / i°Qw
POCKET ai
&PANEL CONFIGURATIONS w Dc w Ec w Fc
C I NO CHANGES THIS SHEET.
:ked By: Date:
MAX. UNIT WIDTH
7-PANEL CONFIGURATIONS
�—PANEL CONFIGURATIONS
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
T. OFAUTH. #29296
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
135° CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
"X" =OPERABLE PANEL,
=INOPERABLE PANEL,
=POCKET
DETAIL LETTER
of w" = WOOD OR METAL INSTALLATION
"c" = CONCRETE INSTALLATION
SHEET NUMBER
Jw Jc i DLO WIDTH = NOM. PANEL WIDTH - 7"
14 14 i > DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
i4 14 i a ° o PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
Iza�
IW _
/ �aQw
a
POCKET vWi
escription:
EXAMPLE CONFIGURATIONS
l
OKT
SER/ES 770 ALUM. SGD parLM IMPACT
Series/Model Scale: Sheet: Drawing No.
SGD-770 NITS 3 of 22 PGTO130
D
l�
as dampty�witi tge Sl9litMs
Buidiag Code � ay � l 126•03
Acceptance No,�._..•.�
Expiration Date 7q. 1�,(.'?�
: \,\CENS ° /<`��0
` C
No. 58705 -
r;E
'AS
gq,.yf... Ci
" A. LYNN MILLER, P.E.
C P.E.# 58705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A
7/16" NOM. 7/16 NUM. 1" NOM.
3/16" HS GLASS 3/16" HS GLASS 3/16" HS GLASS
.09O" PVB
.090" PVB .090" SG 3/16" HS GLASS
3/16" HS GLASS 74 3/16" HS GLASS 74 3/8" AIR SPACE 74
3/16" T GLASS
82 I 82 1 —
1 1 83
EXTERIOR O 3/4" NOM. EXTERIOR O 3/4" NOM.
GLASS GLASS 124-127 3/4" NOM.
BITE < BITE GLASS
BITE
EXTERIOR
80 80 <
79
JT� 54 54 55
7/16" LAMINATED GLASS, TYPE G3
9/16" NOM.
1/4" HS GLASS
.090" PVB-
1/4" HS GLASS-
82
74
7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5
9/16" NOM.
HS GLASS
.090" SG-
HS GLASS-
3/16" HS GLAS
.090 PVB
3/16" HS GLAS;
74 5/16" AIR SPACE
1/4" T GLASS--�
m
1" NOM.
74
EXTERIOR EXTERIOR
GLASS GLASS 124-127 G LASS
a BITE a BITE BITE
EXTERIOR X
81 81
79
jj� 54 54 55
9/16" LAMINATED GLASS, TYPE G3A
GLAZING NOTES:
"ANN" =ANNEALED
"HSD = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" TROSIFOP PVB BY KURARAY AMERICA, INC.
"SG" _ .090" SENTRYGLAe BY KURARAY AMERICA, INC.
JR 04/05/17 C NO CHANGES THIS SHEET.
Drawn By: Date: Checked By: Date:
JR 10/10/14
9/16" LAMINATED GLASS, TYPE G4A
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OF AUTH. #29296
1" LAMINATED I.G. GLASS, TYPE G5A
SEE SHEET 15 FOR SPACER DETAILS
cription:
GLAZING DETAILS
G
Tile:
Series/Model
SERIES 770 ALUM. SGD - LM IMPACT
Scale: Sheet. Drawing No. Rev:
-770 NTS 4 of 22 PGTO130 C
D
r��Di1CT [iENEWLD
� complyiag with the i:7wit�6
i�nidiag Code
Acceptaace Nei Z 0
Ezpiratioa Date
LLt�.,..-�-
+dfiwMd iltitti .
.........
No.58705 _
`STAY OFl9 441
/
s
P.E.# 58705
GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A
1" NOM. 7/16" NOM.
3/16" HS GLASS 3/16" ANN GLASS
3/16" ANN GLASS 090" SG-
0090" SG
3/16" HS GLASS 090" SG 3/16" ANN GLASS
3/8" AIR SPACE 74 3/16" ANN GLASS 74 3/8" AIR SPACE-
3/16" T GLASS 3/16" T GLASS
82
83 + 83
1 EXTERIOR O 3/4" NOM.
124-127 3/4" NOM. GLASS 124-127
GLASS < BITE
BITE EXTERIOR
EXTERIOR
<1 $�
79
79 01 54
55
1" LAMINATED I.G. GLASS, TYPE G6
1" NOM.
3/16" HS GLAS
.090" SG
3/16" HS GLAS
5/16" AIR SPACE
1/4" T GLASS
83
124-127
EXTERIOR
a
79
74
3/4" NOM
GLASS
BITE
55
1" LAMINATED I.G. GLASS, TYPE G6A
GLAZING NOTES:
"ANN" =ANNEALED
HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" TROSIFOE PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLAe BY KURARAY AMERICA, INC.
JR 04/05/17 C NO CHANGES THIS SHEET.
Drawn By: Date: Checked By: Date:
JR 10/10/14
7/16" LAMINATED GLASS, TYPE G7
9/16" NOM.
1/4" ANN GLASS
09011 SG
ANN GLASS��\ 74
Eul
EXTERIOR GLASS
a BITE
54
9/16" LAMINATED GLASS, TYPE G7A
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OF AUTH. #29296
1" NOM.
74
3/4" NOM.
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G8
3/16" ANN GLAS
.090" SG
3/16" ANN GLAS
AIR SPACE
GLASS
83
124,127
EXTERIOR
a
r
1" NOM.
74
3/4" NOM.
GLASS
BITE
b�
1" LAMINATED I.G. GLASS, TYPE G8A
SEE SHEET 15 FOR SPACER DETAILS
Description:
GLAZING DETAILS
TiOe:
SERIES 770 ALUM. SGD - LM IMPACT
Series/Model Scale: Sheet: Orawina No. Rev:
SGD-770 NTS 5 o/ 22 PGTO130 C
rR01000T RENEVYE[>E
as rn�plyiag wtt11 tYe S±IR'rMl&
B�siding Code
Acceptance No Vi 12 (o • t'3
Ezpiratioo DSIV 2r
Miami Dade)remom '
�ttlllll/l
�ycEnisFI•.lzfi� i
No. 58705
iz
IATE
No
at
W, ' .......f�
//1 0PVi fit. y\
fll �i1'`
A. LYNN UILLIE�R, P.E.
P.E.# 58705
TABLE 1A:
TAPI F 1•
Design Pressure (DP) and Anchor Quantities Required, Maximum DP for all sizes:
(for all approved configurations on Sheets 2 & 3) +60 / -60 psf
For comer astragal anchorage on 900 or 1350 corner units, see sheet 11 (May be limited by Table 1A)
Door Unit Height
Table applies to Glass Types 3,
3A, 5, 5A. 7, 7A3 8 & 8A and
the Stile/Astragal Types shown
below.
24"
c
30"
L
c
36"
m
a
m
c
EF42"
0
z
48"
17"
DLO
23"
DLO
MENEEME
29"
DLO
MENEEME
35"
DLO
41"
DLO
Head/Sill
Jamb
P-hook
Head/Sill
P-hook
Head/Sill
Jamb
P-hook
Jamb
80' 84" 90" 96"
69-7/8" DLO Into 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO
Anchor Group Anchor Group Anchor Group Anchor Group
A B C D A B C D A B C D A B C D
C4+1 C4+1 C4+1 C4+1P7+8
C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 P7+8
C4+1
8 8 8 8 8 8 8 8 8 8 8 8 8 8
6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+18 8 8 8 8 8 8 8 8 8 8 8 8 86+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+7+8
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
6+7 6+7 6+7 6+7 7+8 n77+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
8 8 8 8 8 8 8 8 8 8 8 8 8 886+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2
8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8
6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush - 1-1/2"
see note 3
Low - 2-1/2"
+ 46,67
Medium - 3-1/4"
+ 60.0
High - 4"
+ 60.0
SEE NOTES 1-3
•
C
OH LENGTH
OH RATIO >_ 1
NOTES: un HEIGHT
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE DLO WIDTH =
TABLE 1A. NOM. PANEL WIDTH - 7"
3) 4", 3-1/4" AND 2-1/2" 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. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT =
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE DOOR UNIT HEIGHT to, 10.125" rRODUCT RENEWED
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 86complying with the
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, PANEL HEIGHT = Buiding Code
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, DOOR UNIT HEIGHT- 1,866"
JAMB ANCHORS ARE SPECIFIED AS THE TOTAL AcceptaeceNs ( 1 6.03
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Expiration Date--J��
6) Q
MB
iami Dade Rd Cos"
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90° Astragal Lockstile @ 1350 Astragal Lockstile @
Assembly Straight Astragal Assembly 90' Astragal Assembly 135° Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Corner Inside
Outside Corner
C Corner
II1�
Y �i
C Inside�4! /
Inside Corner Corner Outside
L10Et�g�'•,��fi�.'
Corner
Part #61 (Stile) Part #61 (Stile) _to No, 58705
Part #60 (x2) Part #60 Part #60 Part #60 (Stile) Part #60 Part #118 (Corner Part #119 (Out.) Parts #31 & #32 Part #61 = ..� '
Part #67 (Astragal) Part #120 (In.) l TSkTflo.
Receiver) (Corn. & Fxd Mount) otto d O •I to Q:o
t
Description: toot,
tootfy` f r
1070 TECHNOLOGY DRIVE .•0��
N. VENICE, FL 34275 DP AND ANCHORAGE
(941) 480-1600 rae: / /v /d�N'� \
sd By: Date: Revisions: CERT, OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT ��'��
JR 04/0%' C REVISED TABLE 1.
Series/Model scale: sheet. no No. Rev' A. LYNN MILLER, P.E.
vm77 Date: Checked By: Date: O SGD-770 NTS 6 of 22 PGTO130 C P.E.# 58705
JR 10/1(
TABLE 2:
Design Pressure Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP for all sizes: +60 / =60
(DP) and
For corner astragal anchorage on W or 1350 corner units, see sheet 11 (May be limited by Table 2A)
Door
Unit
Height
Table applies to Glass Types 4, 4A,
80"
84"
90"
96"
102"
108"
114"
120"
6, 6A, 7, 7A, 8 & 8A and the
69-7/8"
DLO
73-7/8"
DLO
79-7/8"
DLO
85-7/8"
DLO
91-7/8"
DLO
97-7/8"
DLO
103-7/8"
DLO
109-718"
DLO
Stile/Astragal Types shown below.
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
A B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
Head/Sill
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
17"
24 Jamb
8 8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
DLO
P-hook
6+7 6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+g
8+g
8+g
8+g
8+g
g+g
g+g
g+g
g+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
23"
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
30" DLO Jamb
P-hook
8
6+7 6+7
6+7
6+7
7+g
7+8
7+8
7+8
7+8
7+8
7+g
7+8
7+8
7+g
7+8
7+8
8+g
8+g
8+g
8+g
8+g
8+9
8+g
8+g
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
8 8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
36"O Jamb
P-hook
6+7 g+7
g+7
6+7
7+g
7+g
7+8
7+g
7+g
7+g
7+g
7+g
7+g
7+g
7+g
7+g
8+g
8+g
8+g
8+g
8+g
g+g
g+g
PC4+1
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
8
8
8
8
8
8
8
8
8
8
8
8
8
1010
10
10
10
10
10
10
10
10
10
12
10
10
10P-hook
a42D35"LO Jamb
8 8
8
6+7
7+g
7+g
7+8
7+8
7+8
7+8
7+g
7+g
7+8
7+g
7+g
7+g
8+g
8+g
g+g
g+g
g+g
8+9
8+g
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
6+7 g+7
6+7
Head/Sill
C4+2 C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C5+2
C5+2
C4+2
C4+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
8
8
8
8
8
8
8
8
10
8
8
8
10
10
10
10
10
10
10
10
12
10
10
10
12
10
10
10
Z 48rl DLO Jamb
8 8
8
8
6+7
7+8
7+8
7+8
7+g
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+g
g+g
g+g
g+g
g+g
8+9
8+9
8+g
g+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
P-hook
6+7 6+7
6+7
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
54"
8
Jamb
8
8
8
8
8
8
8
8
10
8
8
8
10
8
8
DLO
7+8 Not available in these sizes
P-hook
1 6+7
1 6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
60"
8
Jamb
8
8
8
8
8
8
8
8
10
8
8
8
10
8
8
DLO
7+8
P-hook 6+7
6+7
6+7
6+7 7+8
7+8
7+8
7+g 7+8
7+g
7+8
7+8 7+8
7+8
7+8
FOR
EXAMPLE
ON
USING
TABLE,
SEE SHEET
8.
DLO WIDTH =
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED), SEE TABLE 2A.
3) 4", 3-1/4" AND 2-1/2" 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. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
TABLE 2A:
Sill Height to
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush - 1-1/2"
note 3
Low - 2-1/2"
46, 67
um - 3-1/4"60.0igh
7see
- 4"
60.0
SEE NOTES 1-3
OH LENGTH �—
H
C�
= o OH RATIO >_ 1
= p
Ol
1
OH RATIO =
OH LENGTH
OH HEIGHT
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90° Astragal Lockstile @ 135° Astragal Lockstile @
Assembly Straight Astragal Assembly 900 Astragal Assembly 1350 Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Corner Inside
Outside Corner
y Corner
n� Ellllil;;
Inside �� ��`� LYr�j/y
Corner Outside e l I �� �
Inside Corner Corner
Part #61 (Stile) Part #61 (Stile) Part #119 (Out.) Part #61 (Stile) _ No. 58705
Part #61 (x2) Part #61 Part #61 Part #67 (Astragal) Part #61 Part #118 (Corner Part #120 (In.) Parts #31 & #32 Part #61 _ _, -
Receiver) (Corn. & Fxd Mount) — —
Description V ST I EC 0
1070 TECHNOLOGY DRIVE �V
N. VENICE, FL 34275 DP AND ANCHORAGE �� � ''•F<ORIDF
(941) 480-1600 Tine:
sd By: Date: Revisions: CERT OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT //` I
JR 04/05/17 C REVISED TABLE 2, REMOVED EXAMPLE. UI `
l/Ir!` y�1
SeneslModel state: sneer. Drawing No. Rev: A. LYNN MILLER, P.E.
wn By: Date: Checked By: Date: ® of
JR 10/10/14 SGD-770 NTS 7 22 PGT0130 C P.E.# 58705
TABLE 3A:
rn of r o.
1 f'U LL J.
Design Pressure (DP)
and Anchor Quantities Required, (for
For comer astragal anchorage on 90° or 1350
all approved configurations
corner units, see sheet 11
on
Sheets 2 &
3)
Maximum DP shown below
(May be limited by Table 3A)
Door Unit
Height
Table applies to
Glass Types 4, 4A,
80"
84"
90"
96"
102"
108"
6, 6A, 7, 7A,
8 & 8A and the
69-7/8"
DLO
73-7/8" DLO
79-7/8"
DLO
85-7/8" DLO
91-7/8" DLO
97-7/8" DLO
Stile/Astragal types
shown below.
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
Design Pressure
+/-90.0
psf
+ -82.5
psf+/-75.0
psf
17"
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
24"
DLO
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
Design Pressure
+/-90.0
psf
+/-82.5
psf
+/-75.0
psf
23"
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
3D"
DLO
Jamb
8
8
8
8
8
8
8
8
10
8
8
8
10
8
8
8
10
10
10
10
10
10
10
10
a
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+g
8+g
8+g
8+9
8+9
8+g
8+g
8+9
Design Pressure
+/-90.0
psf
+/-82.5
psf
+/ 75.0
psf
29"
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
a
36 DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
12
10
8
8
12
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
Design Pressure
+/-90.0
psf
+/-82.5
psf
+/-75.0
psf
E
35"
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+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
42
DLO
Jamb
10
8
8
8
10
8
8
8
12
10
8
8
12
10
8
8
12
10
10
10
12
10
10
10
P-hook
7+8
7+g
7+8
7+g
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
g+g
g+g
g+g
Design Pressure
+/-90.0
psf
See Note
A low
+/-82.5
psf
+/-75.0
psf
Head/Sill
C5+2
C5+2
C4+2
C4+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C6+2
C6+2
5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
P48"41
DLO
Jamb
10
8
8
8
12
10
8
8
12
10
8
8
14
12
8
8
14
12
10
10
14
10 MEN
WON INFO
10
10
P-hook
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
NOTE A: +/-90.0 PSF FOR GLASS TYPES 4, 4A, 6, 6A, 7A, 8 & 8A; +/-87.1 FOR GLASS TYPE t
EXAMPLE ON SHEET 9
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER
DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
3) 4", 3-1/4" AND 2-1/2" 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, MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 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 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
THE FOLLOWING STILE
&ASTRAGAL
TYPES SHALL BE USED
FOR TABLE 3,
SEE SHEETS 21 &
22 FOR PART DIMENSIONS
AND SHEETS
18 & 19 FOR ASSEMBLY
DETAILS.
Straight Astragal
Lockstile @
90° Astragal
Lockstile @
135°Astragal
Lockstile @
Interlock
P-hook
Lockstile @Jamb
Assembly
Straight Astragal
Assembly
900 Astragal
Assembly
1350 Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Astragal
Outside Corner
Outside
Inside
Corner
C
Corner
Inside
Corner
Outside
Inside Corner
Corner
Part #61 (x2)
Part #61
Part #61
Part #61 (Stile)
part #61
Part #61 (Stile)
Part #118 (Corner
part #119 (Out.)
part #119 (in.)
Part #61 (Stile)
Parts #31 & #32
Part #61
part #68 (Astragal)
Receiver)
(Corn. & Fxd Mount)
sd By.' Date: Revisions:
JR 04/05/17 C REVISED TABLE 3, ADDED EXAMPLE.
wn Bye: Dale: Checked By: Date:
JR 110/10/14
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT OFAUTH. #29296
Description:
DP AND ANCHORAGE
Title:
SERIES 770 ALUM. SGD - LM IMPACT
Series/Model: Scale: Sheet. Drawing No.
SGD-770 NTS 8 of 22 PGT0130
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush - 1-1/2"
see note 3
Low - 2-1/2"
+ 46.67
Medium - 3-1/4"
+ 60.0
High - 4"
+ 90.0
SEE NOTES 123
O
O
OH LENGTH
OH RATIO >_ 1
OH RATIO =
OH LENGTH
OH HEIGHT
ti LIGENSC oo, , i
.
No. 58 t 05
a It
®fie ITEOF� �\
E!/
77tj/lllli�'l\`
ReV' A. LYNN MILLER, P.E.
C P.E.# 58705
SEE
SPLICE
NOTE,
THIS
SHEET
4.051 "
24" MAX.
O.C.
24" MAX.
O.C.
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER
JAMB (9) P-HOOK ANCHORS, MAX. UNIT WIDTH DETAILS, SHEET 10
REQUIRED @ (PERPENDICULAR TO GLASS SEE "C5" CLUSTER SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
EXTERIOR PLANE) SEE TABLE 2, SHEET 7 DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK 24' MAX. O.C.
POCKETS AND 48" NOM. INTERLOCK CLUSTER,SEE
Do a SEE POCKET (10) P-HOOK -- _ _ _ _ _ + PANEL WIDTH DETAILS, SHEET 11 x x x x
x
JAMB MOUNTING Tx x x x x x �x x�1 x xx x x x x 6" MAX.
INSTALLATION, ADAPTER 6" MAX, (x x x x xxx xx x x x x
o THIS SHEET ANCHORS MIDWAY T I 1 o 1 3" MAX.
& SHEET 14 BETWEEN P-HOOK 4 PAIRS OF
ANCHORS & AT 3" l °i ANCHORS
1 x FRAME x x TOTAL 8
FROM TOP & 14" MAXI - 1 1O, cfl ANCHORS 96"
L /aBOTTOM z Q o o UNIT 21„ MAX*ANCHORS)
> > f 1 HEIGHT 0'C' PER JAMB
8" MAX. TO OPENING �, o ® 1 0 ®= P-HOOK
EDGE OF POCKET SEE w Q. o� O ANCHORS x x (SEE JAMB
INSTALLATION I o Q ® 14' MAX. O.C. Z } DETAIL
DETAILS 'Jc' & 'Kc', ' � `' ®' o —f m o - P-HOOK BELOW)
I
END PANEL SHEET 14 & PART m Q o -
w a ® MOUNTING x
ANCHORAGE DETAILS 'J' & 'K', u � 1 j j , o , 3" MAX. ADAPTER x
(2 ANCHORS) SHEET 19 FOR I ° �--�®1 I I ANCHORS "
P-HOOK L--__ 6" MAX. low? - x x x X x
"+2" ------ x x x _ _ x x x x x .�' MAX.
PANEL
ANCHORS END PANEL x ' x r x xxx x x x x xxx x �' 6" MAX. ANCHORAGE (SEE
ANCHORAGE
ANCHORAGE '� x' x x x x x' SKETCH BELOW)
SEE SKETCH BELOW _„ „ +2 "+2"
( ) : 2" +2" +2" ANCHORAGE
CENTERLINE 8"MAX,,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2 04" � �
AMPLE:
5-PANEL 2 TRACK 90° OUTSIDE CORNER - pXX/XXO on,EXT. MOUNT POCKET ANCHORAGE PLAN
x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)
MAX.
O.C. rRODUCTRENL VED as complying w16 the F10*
BmdingCode
DETAILS, SHEET 10 STRAIGHT AND CORNER ASTRAGAL LOCATION, ('�—(IZ6•�3
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
5.64" Acceptance N,
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR I E�cpiration Date-�-r
+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT 1
ADDITIONAL ANCHORS 24" O.C. MAXIMUM. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: $y 1�^ 6" MAX. ��-
3.5" Dodo Cala>dwl!
LCENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE OF
P-HOOK ANCHOR DETAILS ON SHEET 14, FRAME JAMB
ANCHOR PAIR
o,ow"+2" ANCHORAGE
- REQUIRES SEE "C5" CLUSTER END PANEL
"C6" CLUSTER, SEE CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORAGE
(• I DETAILS, SHEET 11 �� TERLOCK FOR ASTRAGAL FAOSTRAGAL (2 ANCHORS) 8'
•
4,051 I 3.5" I MAX.
. - •" • ' fl `I is Y' /V
o �iCEN.gF ' , A i
Alf Ailr
CENTERLCENTERLIN
on
EXTERIOR — OF PANEL 3E CENTERLINE"+2" ANCHORAGE OF PANEL 4"+2" ANCHORAGE OF PANEL 5E '
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS tA�
1070 TECHNOLOGY DRIVE Description: ®� '•E 1 ��\
N. VENICE, FL 34275 ANCHORAGE SPACING & EXAMPLE PLANS t '•• `ZORiDP•.•' tr''�`
Revsd By: Date: Revisions: CERT OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
�fOnl��-
JR 04105117 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES.III I t !
Series/Model Scale: Sheet: Orawin°N°. 77C
A. LYNN �ILL�R, P.E.
Drawn By: Date: Checked By: Date: SGD-770 NTS 9 of 22 PGT0130 P.E.# 58705
JR 10110114
� 6., SPLICE NOTE:
_ NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 END PANEL ANCHOR EXCEPTION, ("+� ANCHORAGE ONLY): AS NEEDED TO ALIGN THE
1 I 2) ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT
T � f ,d,.In CLUSTER TO BE EXTERIOR HEAD OR SILL IF A SPLICE
j k LQUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
48" CENTERLINE OF 21 OCCURS AT THE P-HOOK.
NOM. • - INTERLOCK HEAD &SILL: 8" MAX. FROM FRAME CORNERS.
PANEL - SEE "C5" CLUSTER
WIDTH USE SPECIFIED CLUSTER FROM APPROPRIATE
TABLES SHEETS 6-8 AT EACH INTERLOCK AND
[_Ii�-fiiiiioiiiii�-ate■
6" DIAG.
ASTRAGAL OR SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE I
ASTRAGAL OR I (FOR SPLICE
INTERLOCK�I CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
ASTRAGAL OR SPLICE LOCATION
INTERLOCK —CIF NEEDED 2004
ENTERLINE I ,-
1.75"
4" DIAG. r
2.04 2,04"
I
EXTERIOR 3.5 7° EXTERIOR 4" DIAG. 7 EXTERIOF
75 2-TRACK FRAME HEAD/SILL 75 2-TRACK FRAME HEAD/SILL 75
ASTRAGAL OR INTERLOCK (c). ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE I
EXTEERIOR
75
3-TRACK FRAME HEAD/SILL
(a� ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR II SPLICE LOCATION
INTERLOCK�I IF NEEDED
CENTERLINE
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE "C6" CLUSTER DETAIL)
8"
EXTERIOR75
4"
3-TRACK
FRAME HEAD/SILL
a(�, ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ENTERLINE
ASTRAGAL OR II (FOR SPLICE
INTERLOCK�I CONDITION, USE
C
"C6" CLUSTER DETAIL)
3,5" r—
4" DIAG.
5.37" DIAG.
4.08"
EXTERIOR � EXTERIOR I_►- 7" ��
�j 4-TRACK FRAME HEAD/SILL � 4-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK ar7 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5")
2-TRACK
FRAME HEAD/SILL
(c� ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK�'IF NEEDED 2004" CENTERLINE � 3.5"
EXTERIOR
21"
MAX.
Q.C.
"
5.64"
6" MAX.
2-TRACK
FRAME JAMB
ANCHOR PAIR
2.04"
3-TRACK FRAME HEAD/SILL
(cry ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR (FOR SP
INTERLOCrvi CONDITION, DO NOT
r�niTPPI IKIP USE THIS DETAIL)
LICE
f
EXTERIOR
4"
6" MAX.
2.04"
21"
MAX.
Q.C.
6
�Li7:7
6" DIAG.
EXTERIOR
5.64"
4-TRACK
FRAME JAMB
ANCHOR PAIR
ANCHORS MAY BE INSTALLED
EITHER IN THE EXT, OR INT.
TRACK (INT. SHOWN)
3-TRACK FRAME JAMB
ANCHOR PAIR
PLICED
FOR S
CONDITIONS ONLY:
SPLICE LOCATION
IF NEEDED
�I 3.5"
" DIAG.
4-TRACK FRAME HEAD/SILL
(c� ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
1070 TECHNOLOGY DRIVE Description
N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS
sd By: Date: Revisions: CERT. OF AUTH. #29296 (SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
7
Series/Model Scale: Sheet. Drawing No.
Nn By: Date: Checked By: Date: O SGD-770 NTS 10 01 22 PGTO130
JR 10/1(/14
Rev:
C
�inrGc•
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED,
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET 9,CT RENEWLU
as coropiyiag with the
Su id'eng Code
AcceptQnee No " t 12 G
Expiration Date �seA2
NO. 5870:5
A ll lei �-
SATE OF
i r�ORIDP.. 'P\qZ
ONAL
A'LYt�ffJiIUIILLER, P.E.
P.E.# 58705
INTERIOR
2.04"
2,04"
INTERIOR
/\
6.12"
3.5"
EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
4" DIAG.
INTERIOR
XTERIOR
AIR
4"
2.04"
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C411)
4.08"
4.08"
2.04"
INTERIOR
um
V17
DIAG.
6.12"
7 2.04"
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
EXTERIOR
3.5" I INTERIOR
-r 7" I I
EXTERIOR
7" i
90° CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR ~ 6.12'
-► 12.04„
4"
INTERIOR
6.12"
EXTERIOR
4.08"
INTERIOR 2.04"
8.94
3.5"\
4" DIAG.
—� 13.5"
EXTERIOR 4,
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C411)
INTERIOR
7.41 "
135° ; 14
EXTERIOR 7" 4
135° CORNER
3-TRACK FRAME HEAD/SILL
"C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR
6.12"
INTERIOR
5.88"
135°
4.08"
EXTERIOR
4 ON
INTERIOR ALL
EXTERIOR
VIEWS
1
.5 \
7" EXTERIOR
2.04"
4.08"
INTERIOR
7"
3.5"
INTERIOR 1 °
2.04"
4" DIAG.
EXTERIOR 8.94"
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6"
"+1"ANCHOR
CENTERLINE
OF PANEL
"+�" ANCHt7R
CENTERLINE
OF PANEL
"+3" ANCHOR
2.
"+1" ANCHOR
CENTERLINE
OF PANEL
"+2" ANCHOR
4" DIAG.
CENTERLINE
OF PANEL
"+3" ANCHOR
2.04" 4" DIAG.
o 0
3.5"
7" I
CENTERLINE
OF PANEL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
\\1111111////
EXTERIOR 7 EXTERIOR 4 CENTERLINE �� ,.••,:y//�
90° CORNER 135° CORNER 2.04" OF PANEL `` �� . L\GENSF �� �i
TORO
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL No. 58705
("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) —
NOTES: (3-TRACK SIMILAR) � '. � I ► �
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 1070 TECHNOLOGY DRIVE Description ��0�'. STATE O I `, �!(��
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS � �0 .• tOP,IDP,•' �
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. �s41�4ao-lsoo r„ie: ��i S/OVAL
RevsdBy: Date: Revisions: CERT. OFAUTH. #29296 SERIES 770ALUM. SGD - LM IMPACT d//11111111\\�
JR 04105117 C NO CHANGES THIS SHEET.
Series/model: scae: Sheet Drawm°No. Rev- A. LYNN MILLER, P.E.
FDrawn By: Date: Checked By: Date: SGD-770 NTS 11 °t 22 PGTO130 C P.E.# 58705
JR 10/10/14
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR 2-1/16"1/4 11
< o MAX.
1 _F SHIM
Emmmmmwm
MBEDMENT: T
SEE TABLE A, JJJ
SHEET 1
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
E 2-TRACK FRAME HEAD
Aw WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET
1 (1/4" MAX.)
EXTERIOR �
2-1/16" *
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1 SEE
ANCHOR
NOTE 5,
SHEET 1
(1/4" MAX.)
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
~� SEE TABLE A, SHEET 1
EXTERIOR
D
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
EDGE DISTANCE: �► .
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
E 2-TRACK FRAME SILL
Dw WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 �
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
1/4" MAX. SHIM � Ir
2-1 /16" "
MAX.
SHIM
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
�� 3-TRACK FRAME HEAD
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
— -�� 2-1/16" *
EXTERIOR
a
METAL TYP.,
SEE ANCHOR
NOTE 4, SHEET 1
Bw WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A, SHEET 1 7 NOTE 3, SHEET 1 SEE
XTERIOR
EI
2-1/16" *
DISTANCE: �� -
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
S
-T
3RACK FRAME SILL
WOOD INSTALLATION
EDGE
ANCHOR
NOTE 5,
1 SHEET 1�
1 (1/4" MAX.)
FXTFRInR
2-1/16" *
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
E 4-TRACK FRAME HEAD
Cw METAL INSTALLATION
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
E 4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1 ~I
} METAL TYP.,
EDGE DISTANCE: SEE ANCHOR
2X WOOD
EDGE DISTANCE: O SEE TABLE A, NOTE 4, SHEET 1 SHEET 1
SEE TABLE A,
SHEET 1 TYP., SEE ANCHOR
NOTE 3, SHEET 1
I SMS ANCHOR TYP.,
2-1/16 * SEE ANCHOR NOTES
2-1/16" * & TABLE A, SHEET 1
E 2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
JR 04/05/17 C NO CHANGES THIS SHEET.
Drawn By: Dale: Checketl By: Dale:
JR 10/10/14
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
a 1/4" MAX. SHIM
I�
JAMB
� w WOOD INSTALLATION
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
3-TRACK FRAME
CERT OF AUTH. #><29296
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1!4" 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN, ALLOWED,
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
METAL TYP.,
SEE ANCHOR
NOTE 4, SHEET 1
EET 1
EDGE DISTANCE:
SEE TABLE A,
SH
� MIN. OF 3
THREADS
EXTERIOR BEYOND THE
METAL
SUBSTRATE
MAX. SHIM
E 4-TRACK FRAME JAMB
Iw METAL INSTALLATIONgoo
* DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
(JAMB) SEE
,SHEETS 10 & 11.
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
Description:
ANCHORAGE DETAILS
rue:
SERIES 770 ALUM. SGD - LM IMPACT
Series/Mod Scale: Sheet: Drawing No. Rev:
SGD-770 NTS 12 22 PGT0130 C
9tt+DDUC"C RENEWED
� compiyingwith t6c Flom
Suiding Code
Acceptance No
Expiration Da
�li
spd�tk .
i��llltll/1
��.. IGENSF ° /l� s
<
No, 58705
C% I ATE `I ,��\
00
RION
/'//IIIlIII\\
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE: SEE EDGE DISTANCE:
CONCRETE CONCRETE SEE TABLE A, SHEET 1 CONCRETE
PER TABLE TABLE A, SHEET 1
A, SHEET 1 2-1/16" * PER TABLE 2-1/16" * PER TABLE
11 A, SHEET 1 A, SHEET 1 _
EXTERIOR
< - _ } 14"
- f
EMBEDMENT: 1/4" EXTERIOR 1/4" EXTERIOR
SEE TABLE A, MAX. <I MAX.
SHEET 1 SHIM SHIM
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16" *
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
1/4" * DIAGONAL O.C. IS
MAX. MIN 4" (HEAD & SILL)
SHIM OR 6" (JAMB) SEE
DETAILS, SHEETS
II 10 & 11.
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED I CONCRETE ANCHOR TYP., PROPERLY SECURED 1X Z- CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
E 2-TRACK FRAME HEAD pE 3-TRACK FRAME HEAD S
4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET
1 (1/4" MAX.)
EXTERIOR f
<
2-1/16" *
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
SEE ANCHOR
NOTE 5,
SHEET 1ji:
11 (1/4" MAX.)
sNO
EXTERIOR— I
2 1/16
EDGE DISTANCE: CONCRETE
SEE TABLE A, SHEET 1 PER TABLE
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1
E 2-TRACK FRAME SILL
Dc CONCRETE INSTALLATION
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1
SEE ANCHOR
NOTE 5,
SHEET 1
(1/4" MAX.)
EXTERIOR I
fa2-1/16"
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
AN NOTE 3, SHEET 1
EDGE DISTANCE: CONCRETE EDGE DISTANCE: ��
SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
DE 3-TRACK FRAME SILL E 4-TRACK FRAME SILL
Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1 ~� EDGE DISTANCE:
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT: SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1
TABLE A, SHEET 1 �I TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3,
PROPERLY SECURED / EDGE DISTANCE: NOTES & TABLE A, j
SHEET 1
1X WOOD BUCK TYP., SEE TABLE A, SHEET 1 eii"
SEE ANCHOR NOTE 3, �! SHEET 1 CONC./CMU ANCHOR I a 2-1/16"
SHEET 1 f � TYP., SEE ANCHOR
CONC./CMU ANCHOR 2-1/16 * PROPERLY SECURED NOTES & TABLE A,
TYP., SEE ANCHOR 1X WOOD BUCK TYP., SHEET 1 CONCRETE
NOTES & TABLE A, SEE ANCHOR NOTE 3, CONCRETE OR CMU
SHEET 1 OR CMU EXTERIOR PER TABLE
SHEET 1 CONCRETE PER TABLE A, SHEET 1
EXTERIOR OR CMU
J� I EXTERIOR A, SHEET 1NON
7/ 1/4" MAX. SHIM —►I PER TABLE
A, SHEET 1 1/4" MAX. SHIM --� 1/4" MAX. SHIM �— °
DE 2-TRACK FRAME JAMB pE 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION
1070 TECHNOLOGY DRIVE Description:
NOON
N. VENICE, FL 34275 ANCHORAGE DETAILS
(941) 480-1600 Title.
Revsd By: Date: Revisions. CERT. OFALITH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04/05/17 C NO CHANGES THIS SHEET, se es M°dec scale: sheet. Drawing No. IRecv:
Drawn By: Date: Checked By: Date: O SGD.770 NTc 13 °t 22 PGTO130
JR 10/10/14
CONCRETE
PER TABLE
A, SHEET 1
i'RODUCT RENEWED
as complying with the l�7or4d5
Guiding Code tg _ ((21.63
Acceptrnce NO Expiration Wtt+__�0�-�
hfiaati Dade Can"
.�\';IIIItIli�.
No.58705
^� ��-
�� I STA� too
��
04 •'�<�Rtoa.6 '' :\K
/11! IV1\\\
A. LYN<V WLLER, P.E.
P.E.# 58705
INSTALLATION DETAILS
WOOD FRAMING
EMBEDMENT:
SEE TABLE A,
SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1
FRAME JAMB
REQUIRED AT ALL
INSIDE POCKETS
TO PREVENT
P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(ALSO SEE TYP.
2s ILLUSTRATION, SHEET 9)
1
EDGE DISTANCE: SEE
TABLE A, SHEET 1 EMBEDMENT:
SEE TABLE A,
26 SHEET 1
EXTERIOR
PHOOK WOOD ANCHOR TYP., V
SEE ANCHOR NOTES �/ P-HOOK
& TABLE A, SHEET 1 CONCRETE OR../
(ALSO SEE TYP. 2.693" MINCMU PER TABLE
.
A, SHEET 1
ILLUSTRATION, SHEET 9) r EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
�w PARTS #18, #20, #22 OR #24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
2.693" MIN.
EDGE
DISTANCE
CONC./CMU
EANCHOR TYP., SEE
26 ANCHOR NOTES &
TABLE A, SHEET 1
rl�1/4"MIN. EDGE DISTANCE
° EXTERIOR
° • 28
P-HOOK MOUNTING
q ADAPTER CONC./CMU
° ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
EMBEDMENT: SEE A, SHEET 1
TABLE A, SHEET 1 (ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
DE P-HOOK FOR USE WITH ANY SILL RISER
Jc PARTS #189 #20, #22 OR #249
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) EXTERIOR CONDITION
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED,
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOR
ALL APPROVED
SUBSTRATES.
3. SEE
SHEETS
TABES 1-3,
6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 91
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING EMBEDMENT: SEE ADA.
PTER CONC/CMU
EMBEDMENT: SEE CONCRETE OR
NOTE 4, SHEET 1; ADAPTER SMS TABLE A, SHEET 1 ANCHOR TYP., SEE
TABLE A, SHEET 1 CMU PER TABLE
MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1 • ANCHOR NOTES & TABLE
BEYOND THE METAL ANCHOR NOTES ` • , ° : . A, SHEET 1
SUBSTRATE & TABLE A, SHEET 1 °' do (ALSO SEE TYP.
28
(ALSO SEE TYP. EMBEDMENT. ILLUSTRATION, SHEET 9) rRODUCT RENEWED
SEE TABLE A, as complying with theFbrJ&
ILLUSTRATION, 28 Suiding Code
SHEET 1
EMBEDMENT: SHEET 9) ° P Acceptance No — 1241 3!,
Expiration Date gas Z
SEE TABLE A, EDGE DISTANCE: SEE •
SHEET 1 TABLE A, SHEET 1 ° ' 1-1/4" MIN, EDGE DISTANCE
1 l 1 � Dade CDs"
P-HOOK SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(ALSO SEE TYP,
ILLUSTRATION, SHEET 9)
30
EXTERIOR P-HOOK CONC./CMU EXTERIOR
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
2.693" MIN.
EDGE
DISTANCE
DE P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, #21, #23 OR #25,
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
JR I 04/05/17 I C I NO CHANGES THIS SHEET.
JR � 10/10/14
A, SHEET 1 2.693" MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
DE P-HOOK FOR USE WITH BOX SILL RISERS
Kc PARTS #19, #21, #23 OR #25, \��� o�Y LYN� �j
CONCRETE INSTALLATION EXTERIOR �� j,
(SEE TABLES 1A, 2A & 3A MOUNT dodo�� ' ��GEt�gF ' /��;
FOR WATER RATINGS ONLYdo 4 l
No.53705
—_ goo
6
1070 TECHNOLOGY DRIVE Description: 1' ;
N. VENICE, FL 34275 ANCHORAGE DETAILS �0,� °•. 'ATE o I ,14; .
to Ad o
(941)480-1600 Title:j do 40RIOP.4'
T. OFAUTH. #29296 SERIES 770 ALUM. SGD modLM IMPACT '�,;O5/0'." "E' as
ford
Series/Model: Scale: Sheet: Drawino No. Rev: /LJ V ^� N I I L R,
® /'i// Y
SGD-770 NTS 14 of 22 PGT0130 C PE �� 05
CONFIG. EXAMPLES
HEADER DETMIL 'A',
SHEET 18; INSTALLATION
DETAILS 'Aw' & 'Ac',
SHEETS 12 & 13
NC�TES�
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL.
3) PLEASE SEE APPLICABLE
ASTRAGAL&INTERLOCK
COMBINATIONS PER DP/ANCHOR
TABLES,
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
Dw' &'Dc', SHEETS 12 & 13
PANEL CORNER
DETAIL
�AAY I WIT
MAX.
PANEL
HEIGHT
EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX
FRAME CORNER
DETAIL
Part #
Description
Material
124
Kommerling 4SG TPS Spacer System
125
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
126
Quanex Duraseal Spacer
Materials
127
Cardinal XL Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
JR I 04/05/17
JR 110/10/14
C NO CHANGES THIS SNEET.
SILICONE
HERS
STRUCTURAL
H DESICCANT
POLYISOBUTYLENE
WIT
#8X1"
PH SMS
1070 TECHNOLOGY DRI
N. VENICE, FL 34275
(941) 480-1600
EXT. GLASS
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
MAX. UNIT
HEIGHT
PER
TABLES
1-3
SILICONE
STRUCTURAL
SILICONE
1/4" NOM, FOAM
WITH
DESICCANT
EXT. GLASS
INT. GLASS
,z4 KODISPACE 4SG TPS
INTERIOR
EXTERIOR
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGE SHEET 11
INTERLOCK DETAIL
SHEET 19
EXTERIOR
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
Gw' &'Gc', SHEETS 12 & 13
1z6 SUPER
MAX. UNIT WIDTH
INTERIOR
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
HOT -MELT BUTYL
3/16" NOM.
INT. GLASS
TM
ALUMINUM
ALUMINUM
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
BUTYL
E E 5/16" NOM,
5/16" NOM.
BUTYL & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS
CERT. OF AUTN. #29296
EXT. GLASS
INT. GLASS
INT. GLASS
ER
,z6 DURASEAL®SPACU XL EDGET"'SPACER
Description:
ANCHORAGE DETAILS / EXAMPLE ELEVAT
Title:
SERIES 770 ALUM. SGD - LM IMPACT
Series/Motley Scale: Sheet: Drawing No.
SGD-770 NTS 15 of 22 PGTO130
Rev:
C
tRODUCT RENEWED
es complying with fire Elo�
Braiding Code
Na I q _ 1126 � 3
Aeteptance
Expiration Date 2
Miami Pmdad CoVAIVA
P� O. 58705
n
ATE
v +� •• Tr .'•�
.�CORIO8/0
�.
A. LYNN� �v11LLE=R,'�.E.
P.E.# 58705
INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
CONFIG. EXAMPLES
FIXED JAMB DETAIL'G2',
SHEET 18; INSTALLATION
DETAILS'Gw' &'Gc',
SHEETS 12 & 13
PANEL CORNER
CONSTRUCTION
DETAILS SHEET 15
SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
��—INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13
ASTRAGAL HEADER Ur. TAIL '/', SHEET
DETAILS 'L1' & 18; INSTALLATION DETAILS
L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13
EXAMPLE: OXXX
2-TRACK
ASTRAGAL DETAILS'L1' &
L2, SHEET 19�
L
JAMB DETAIL 'H2', SHEET
18; INSTALLATION DETAILS
'Hw' & 'Hc', SHEETS 12 & 13
MAX.
UNIT
HEIGHT
PER
TABLES
1-3
SILL
DETAIL
SHEET
18;
INSTALL
DETAILS
Dw' & 'Dc',
SHEETS 12
& 13�
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
Dw' &'Dc', SHEETS 12 & 13
INTERLOCK DETAIL'M', SHEET 19
P-HOOK DETAIL'J' &'K', SHEET
19; INSTALLATION DETAILS'Jw'7
'Jc', 'Kw' &'Kc', SHEET 14
}'HEADER DETAIL
/ 'B', SHEET 18;
INSTALLATION
DETAILS 'Bw' & 'Bc',
SHEETS 12 & 13
MAX. UNIT WIDTH
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
'R' 'L' 'M'
MAX. UNIT NOM. w °
HEIGHT / / PANEL / ° QL
PER WIDTH TYP. Q
TABLES MAX. / / SEE PER / Q
1-3 DLO NOTE 21TABLES 1-3
HEIGHT SHEET 15
a a a
O x x x
JR 04/05/17
Drawn By: Date:
JR 10/10/14
EXAMPLE: OXXXp
(3-TRACK, RIGHT POCKET)
C I NO CkANGES THIS SNEET.
ked By: DateDate:
SILL DETAIL'E', SHEET 18;
INSTALLATION DETAILS
Ew' &'Ec', SHEETS 12 & 13
HEADER DETAIL'/', SHEET 18;
INSTALLATION DETAILS 'Aw' & 'Ac',
SHEETS 12 & 13
MAX.
DLO
WIDTf
TYP.
PANEL PANEL PANEL PANEL
TYPE TYPE
TYPE TYPE
A 'CS' ,OS. K,
NOM. / /
/ I PANEL
MAX. WIDTH TYP. / SEE
DLO PER NOTE 2;
HEIGHT TABLES 1-3 SHEET 15
a a � a
x X
MAX. UNIT WIDTH
MAX.
UNIT
HEIGHT
PER
TABLES
1-3
EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK
INTERLOCK DETAIL 'M', SHEET 19
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT OF AUTH. #29296
1
JAMB DETAIL'11', SHEET 18;
INSTALLATION DETAILS 'Iw' &
Ic', SHEETS 12 & 13
JAMB DETAIL'12', SHEET 18; INSTALLATION
DETAILS'Iw' &'Ic', SHEETS 12 & 13
TABLE!
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
JAMB DETAIL 'G3', SHEET
18; INSTALLATION DETAILS
'Gc', SHEETS 12 & 13
z
° INTERLOCK DETAIL
SHEET 19
' 90° OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNER ANCHORAGE
SHEET 11
INTERIOR
EXTERIOR
MAX. UNIT WIDTH
NOM. PANEL
WIDTH TYP.
PER TABLES
1-3
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'Cw' &'Cc', SHEETS 12 & 13
Y-44tODUCT RENEWED
X.
IT
�H-
R
3
SILL DETAIL 'F', SHEET 18;
INSTALLATION DETAILS
Fw' &'Fc', SHEETS 12 & 13
Description:
EXAMPLE ELEVATIONS
Tithe:
SERIES 770 ALUM. SGD - LM IMPACT
Series/ModelScale: Sheet: Drawine
SGD-770 NTS 16 nr 22 PGTO130
:rt3 coil) plying with the !~'lorit�
Ruiding Lode tel I i 2 •0
Aeseptanee lde b 3
Expiratwo Date 2 - Z �"
��
b imr�i lMde � 5Nft
///)\j 5TE
No. 58705 —
' V h
�?
i '•�CORIOP.•* �°.��
Rev: A. L4iJN MILL'E�f�,`RE,
C P.E.# 58705
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
SINGLE
ASTRAGAL
ASTRAGAL
INT CORNER
EXT CORNER
EXT CORNER
INT CORNER
EXT CORNER
EXT CORNER
INT CORNER
INTERLOCK
INTERLOCK
FIXED
LOCKSTILE
ASTRAGAL
ASTRAGAL
BOX OUT
BOX IN
90 LOCKSTILE
90 LOCKSTILE
90 RECEIVER
90 RECEIVER
90 RECEIVER
135 RECEIVER
135 RECEIVER
TYPES
OUT
IN
STILE
W/ HANDLE
BOX OUT
BOX IN
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDE18
#118
W/ HANDLE
W/
W/ HANDLE#31
:0
#120
#119
#61 #118
#61
#61�
#61
#61
SINGLE
INTERLOCK
F
PP
K
L
TR
TQ
TC
TA
TV
TW
OUT
(BOX OUT)
SINGLE
INTERLOCK
B
E
P
A
C
C
IC
SQ
SC
SA
S V
S W
IN
(BOX OUT
(BOX IN)
FIXED
STILE
RR
R
S
S
FD
FC
FV
FW
(BOX OUT)
(BOX IN)
LOCKSTILE
D
J
W/ HANDLE
M
(BOX OUT)
(BOX IN)
W
Memo
ASTRAGAL
BOX OUT
I R
L
PANEL NOTES:
�
W/ HANDLE
(BOX OUT)
1. SEE DP TABLES 1-3, SHEETS &8 FOR PANEL
�
ASTRAGAL
\ /
I V
SIZES & DESIGN PRESSURE.
Q INTERIOR RIGHT OR CROSSED OFF
W
BOX IN
LEFT
2, PANEL TYPES NOT SHOWN
J_
W/ HANDLE
(BOX IN)
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
ASTRAGAL
T
U
STILE
EXTERIOR STILE AND ARE NOT AVAILABLE.
(n
BOX OUT
3. 900 ASTRAGALS TO USE HEAVY-DUTY STILES
(BOX OUT)
(BOX OUT)
"E"
(#61), CORNER RECEIVER (#118) AND EITHER
LL
ASTRAGAL
T
/ /
PANEL SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER
L1J
Box IN
(,J
APPLICABLE
STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
J
(BOX IN)
(BOX IN)
4. 1350 ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER
90 LOCKSTILE
R T
Cl�
(#61) AND CORNER ADDON (#31).
J
W/ HANDLE #120
SILL RISERS
232"
OPTIONS
z
EXT CORNER
90 LOCKSTILE
Q T
QS
.232"
W/ HANDLE #119
.232" EXTERIOR
RENEWED
EXT CORNER #61
--�{ '232
EXTERIOR
�wj :°'€'Jt2$i
EXTERIOR EXTERIOR 062" a 062 as complying with the ElorU6
a 4.055"
W RECEIVER
W/HANDLE
C T
CS
I
<
062" 8niding Code
3.305" Acceptance No(�7"(I�0G3
#118
2,555"
Ezpiration Date 2�1 #2oo?o2.q
INT CORNER #61
90 RECEIVER/�
A T
AS
DF
1.567"
062
—
� 1 By rsti� l�w .
W/ HANDLE L #118
8ilami D11% C�lftnN4
EXT CORNER #118
ER,1 LL ER, FLAT
FLAT 22 24
90 RECEIVER
CF
18* FSILL LUSHISER2FLAT
MEDIUMSILL SAT
20
LOWSILLR2SER;
HIIGH, 4
EXT CORNER #3a
135 RECEIVER
/T
VT
VS
VF
—► 750"
� EXTERIOR
W/ HANDLE #61
1/
EXTERIOR
750"
� EXTERIOR � .062"
EXTERIOR
INT CORNER #31
35 RECEIVER
WT
WS
WF
a�
.062"
4.055"
•906" 062"
W/ HANDLE
1
I I
3.305"
#61
2.555"
Ne
1.567" t
✓�<e
OCENSF i
k'Nooe ��
_
�
SILL RISER, BOX'
oeo.4`.
0 mow
SILL RISER, BOX SILL RISER, BOX SILL RISER, BOX awo
_ _ e : No. 58705
19* FLUSH, 1-1/2"
21 LOW, 2-1/2" 23 MEDIUM, 3-1/4" 25 HIGH, 4" _ .0
eoee
RESISTANCE REQUIREMENTS, SEE SHEETS &8 ''•I�
ISATE
NOT VALID
FOR WATER INFILTRATION �\d �� . F
1070 TECHNOLOGY DRIVE
• • d'
Fi Note
Description: // (� ••., tOftlDf'•..•' ���
N. VENICE, FL 34275
r
PANEL TYPES S G
(941)480-1600
Title r ���iONAL
'III
RevsdBy.
Date: Revisions:
CERT. OFAUTH. #29296
SERIES 770 ALUM. SGD - LM IMPACT I I I I I I \``\
JR
04105117 C NO
CHANGES THIS
SHEET.
Series/M°dec scale.- sheet: Drawing No. Rev: A. LYNN MILLER, P.E.
Drawn By:
Date: Checked By: Date:
SGD-770 NTS 17 °r 22 PGT0130 C P.E.# 58705
JR
10110114
ASSEMBLY DETAILS
106) FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
iC!
113
14
SMS, X 3
6" LONG
MID PAN 80
EXTEF
G
FULL LENGTH
106 OF JAMB
105 6" LONG
MIDSPAN
E
EXTERIOR
DE
G1
2-TRACK JAMB
CLIP #105
W/ RETAINER #106
(SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
14
5 E
G3
OR 61 2-TRACK JAMB
EXTERIOR 103
(SHOWN
WITH
OPERABLE
PANEL)
113i �75 & 107-1
OR 61� 0
16
5 SEE DETAIL G1
FOR FIXED
80 PANEL CLIP
SEE DETAIL G2
103 FOR FIXED 5
PANEL CLIP
5
G2 112 G4 16i 17 L_�
123 FULL LENGTH 40 60 OR 61 EXTERIOR
OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR
CLIP #80 OR #105 51 52 W/ SCREEN
W/ RETAINER #123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
(SHOWN WITH @OPERABLE
(SHOWN WITH DE (SHOWN WITHe(SHOWN WITH eDE(SHOWN WITH
FIXED PANEL TO PANEL) H2 FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EX1 IL
TERIOR 75 EXTERIOR
SHOWN WITH pE 2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXT
DE 3-TRACK
B FRAME HEAD
EXT
DE 4-TRACK
� FRAME HEAD
MAX. UNIT
HEIGHT PER
TABLES 1-3
p{tg,►DUCf [tENEWED
as coEnplyiag with the Ele�'Wi
Guiding Codeemme i , „ �
Acceptance N�
Expiration Date I f
alien[; Dstse P Cw
EXT OR 112 "IUltr�rl�J Ulj'jnl�l �� (5 � �n(�J �►�jl� Lail—I�il1 II �J �n� II' �L. Y 1
I �f
DE 2-TRACK W/SCREEN DE 3-TRACK DE 4-TRACK �• ' LICENSF''��`����
eFRAME SILL eFRAME SILL �•' •.�
FRAME SILL No. 58705
* ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES ^- -
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
1070 TECHNOLOGY DRIVE Description.
N. VENICE, FL 34275� •, S ;41 E F
VERTICAL SECTION DETAILS , F/ OR'OP •• .\_�
(941)480-1600 rue: Vj S ..
i ,r
rvsd By: Date: Revisions: CERT OF AUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
!77 f�3,�(r�ls
JR 04105117 C NO CHANGES THIS SHEET.
series/Modes Scale: sneer Drawing ni°. Rev: A �LYNfU WILL R, P.E.
id
awn By: Date: Checked By: Date:
JR 10/10/14 Str@GD-770 NTS 18 °' 22 PGTO130 C P.E.# 58705
ASSEMBLY
DETAILS
(SEE
SHEETS 12-14 FOR FOR INSTALLATION
DETAILS)
INTERIOR
61 113 118
5
7
28
28
113
30 11
27 63 26
27 63
103
62 111 63 60 OR 61
*
60OR61
*
60OR61
CP
65
2g 14
29
120
5
65
s5
EXTERIOR 111 �L, EXTERIOR 111 62
90°
EXTERIOR
EXTERIOR
INTERIOR EXTERIOR
INTERIOR
DE P-HOOK FOR FLAT SILLS
DE P-HOOK FOR BOX SILLS
°
(EXT. ORIN MOUNT)
e EXT. MOUNT ONLY
90
60OR61
LOCK PART
LOCK PART
LOCK PART
75 & 107-110
DE
75 & 107-110
75 & 107-110 61
5
INTERLOCK
M
14
113
7EXTERIOR
60 60
61 118
FEXTERIOR
5
113
113
11
* ITEM #61 (HEAVY-DUTY
113
103 119 EXTERIOR
7
STILE) SHOWN, ITEM #60
67
s8
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
STANDARD
HEAVYDLITY
DL2
CORNER
2
900
1-3, SHEETS 6A8 FOR IP
E WITHSTAN ARD STILES #60
WITH STIES #61 N1
2JRACK SHOWN
2 TRACIDE K S OWN
(PSF) ASSOCIATED WITH
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
STILES.
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
4 INTERIOR
1rRODUCT RENEWFA)
as complying with the
31 LOCK PART
Ruiding Code (g
75 8t 107-110
Acceptance No
Date:M T '? 7r
4 INTERIOR
Expiration
5
Q INTERIOR
135°
5
by
Miami Dade rW Cot R
11
7
135°
14 5 61 32
103
61
EXTERIOR 61
k 1.1 I f/ /,
32
\w
11 5
� Qk4N( .. •/V
LOCK PART 31 103 61 EXTERIOR 7
14
135° INSIDE CORNER
: ��' \,tCENS`
75 & 107-110
DE
'.�
02 2-TRACK SHOWN
'
DE 1350 OUTSIDE
CORNER
_ _
No, 58705
=
01 2-TRACK SHOWN
.'
i
1070TECHNOLOGYDRIVE
Description:
i S ATE 0
N. VENICE, FL 34275
HORIZONTAL SECTION
DETAILS, CORNERS
;
(941) 480-1600
Title
j'S,'
/ "
�''1
Revsd By:
Date: Revisions:
CERT.OF AUTH. #29296
SERIES 770 ALUM. SGD - LM IMPACT
111111,\ \`�
JR
04105117 C NO CHANGES THIS SHEET.
SerieslM°del: state: Sneer
Drawing No.
Rev:
A. LYNN MILLER, P.E.
Drawn By..
Date: Checked By: Date:
SGD-770 NTS 19 of
22 PGT0130
C
P.E.# 58705
JR
10110114
Item
DPGT #
9•
PGT #
Description
1
17306
617306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
3
17309
617309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
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
9
17307
617307
3-TRACK SILL
10
17310
617310
4-TRACK SILL
11
17313
617313
FRAME SILL TRACK INSERT
12
17315
617315
FRAME SILL SCREEN ADD -ON (SEE NOTE 3)
13
17316
617316
FRAME SILL SCREEN END ADD -ON (SEE NOTE 3)
14
17305
617305
2-TRACK JAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
16
17308
617308
3-TRACK JAMB
17
17311
617311
4-TRACK JAMB
18
17322
617322
SILL RISER -FLAT, FLUSH, 1-1/2"
19
17319
617319
SILL RISER -BOX FLUSH, 1-1/2"
20
17321
617321
SILL RISER - FLAT, LOW, 2-1/2"
21
17318
617318
SILL RISER - BOX, LOW, 2-112"
22
17355
617355
SILL RISER - FLAT. MEDIUM, 3-1/4"
23
17354
617354
SILL RISER -BOX MEDIUM, 3-1/4"
24
17323
617323
SILL RISER - FLAT, HIGH, 4"
25
17320
617320
SILL RISER - BOX HIGH, 4"
26
17333
617333
POCKET P-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
17334
617334
POCKET P-HOOK MOUNT
29
17335
617335
P-HOOK COVER
30
17348
617348
POCKET P-HOOK FOR BOX RISER
31
17378
617378
135 CORNER
32
17376
617376
135 FIXED MOUNT
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
1692
61692
SCREEN SPLINE - .165"
52
1694
61694
SCREEN SPLINE - .150"
53
61816C20
SCREEN CLOTH
54
1725
1/2" X 4" X 1116" SET. BLOCK, NEOPRENE 85 +/-5
55
1726
1" X4" X 1/16" SET, BLOCK, NEOPRENE 85 +/-5
JR 04/05/17
wn By Dale:
JR 10/10/14
C I NO CHANGES THIS SHEET.
:ked BV: Date.'
Item
DWGT#
9
PGT #
Description
60
17325
617325
PANEL STILE
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
67
17329
617329
ASTRAGAL
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. SS SCREW W/ TYPE "F" TIP
77
7103239
10-32 STEEL ZINC U-NUT
79
17357
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
71696
DUST PLUG
103
8186
78186X
1" KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
105
17344
617344
FIXED PANEL CLIP - 6" LONG
106
17352
617352
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
#10 X 3/4" PH. PN. TEK - S.S.
112
1235WSTP,
.270 X .170 - FIN SEAL
113
1712.187"
f7UlOXll5PPX
X .230" FINSEAL
114
#10 X 1-1/2"
115
710XPPT
#10 X 1"
116
720XlX
#14-20 X 1" S.S.
117
720X112X
#14-20 X 1-1/2" S.S.
118
17336
617336
90 DEGREE CORNER RECEIVER
119
17337
617337
90 DEGREE OUTSIDE CORNER ASTRAGAL
120
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
617352
FIXED PANEL RETAINER, 7/8"
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 56-59, 66, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL,
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
waovUc r R�n�awan
as complying with the frk►�
Ong Oode 4
Acceptance No I / '!'I W •03
ExPira/deon (Date i
too
Illtlll
' t�ICENSC f� .
\ No.58705
1070 TECHNOLOGY DRIVE Description: s S .ATE i /
N. VENICE, FL 34275 PARTS LIST % �� F ' . e7
CORIDP.•
(941) 480-1600 Title.�/ V t ' ' • ' 'r/n \�
CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT �'! `�"ONAL
Series/Model Scale. Sheet, Drawing No. Rev: A LYNIV MILLLR`P.E.
?n@T S I NTS 1 20 of 22 1 PGTO130 C P.E.# 58705
5.069"
8.562"
-�� 1.36"
1.36"
0.080"
1.872"
LJL�I
1.505"
1.211
"
0.081 "
1.019"
i
1
1
0.062"
---�
0.081"
0.081 O2-TRACK HEAD
10 4-TRACK SILL
SCREEN f
(6063-T6 AL)
(6063-T6 AL)
40 STILE
6.198"
(6063-T6 AL)
6.198"
6.526"
5.069"
0.080"
1.045"
1.505"
1.211 "L
i
�
1.993" 0.062"
0.081"
O2 2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
3-TRACK SILL
(6063-T6 AL)
�4 2-TRACK
JAMB
i
SCREEN
45 TOP RAIL
(6063-T6
AL)
(6063-T6 AL)
7.105"
2-TRACK JAMB W/
6.221
15 SCREEN TRACK
0.080"
(6063-T6 AL)
1936"
7
1.211 "
1.505"
--0.875"
-�-�
1 7 1.36"
1
r
1.993"
7.
0.062"
0.081 " O3 3-TRACK HEAD
O 2-TRACK SILL W/ SCREEN TRACK
0.081" i
i
(6063-T6 AL)
(6063-T6 AL)
SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
9.142"
0.081 "
4.49"
�I
0.080"
Ll
PRODUCT RENEWED
L
1,505" 7,105"
[
as eompfyiag wide the l7oe^ltib
VFTTF FFW
1.211 "LJL
I
Birk ing Code , � ..1 (� (, •d3
f
Acceptance No
I
-
Expire?L l fn
0.081" O
4 4-TRACK HEAD
7 2-TRACK
O
SILL
9.141"
1W54onDant
By • ��^^^��
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(6063-T6 AL)
(6063-T6
AL)
�I 1.514" f
0.060
1 � � "
1
0 r .062
0.532" i
0.760"
1.260"
0.060"
+
1 If 1.9
1.516" 90"
FRAME HEAD/JAMB SCREEN
FRAME SILL
SCREEN FRAME SILL SCREEN
N`{
O ADD -ON
92
ADD -ON
13 END ADD -ON
�6 3-TRACK JAMB
-`��'�
(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
so so
REQUIRES MIN.
#10 SMS REQUIRES MIN. #10 SMS
No. 58705 ,
SEE SHEET 17 FOR SILL RISERS.
OR 3/16" MASONRY OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C.
17 4-TRACK
(6063-T6
JAMB/�
AL)
: (� �1� o a
O ' �
1070 TECHNOLOGY DRIVE
Description:
S AT Q
I
N. VENICE, FL 34275
EXTRUSIONS
" i '•. CORK'.•
(941) 480-1600
Title:
r�
Revsd By: Date: Revisions:
JR 04/05/17 C NO CHANGES THIS SHEET.
CERT. OF AUTH. #29296
SERIES 770 ALUM. SGD - LM
IMPACT
,"/011" �.
I ? ' ' ' ` L E 1 `,
Series/M°dec Scate: sneer. DrawingN°.
Rev:
A. LYNMMILLER, P.E.
Drawn By: Date: Checked By: Date:
JR 10110114
SGD-770 NTS 21 of 22
PGT0130
C
P.E.# 58705
0.718"
0.83"
3.802"
2.304"
3.802" �
0.752" --I�
�
i
0.752
1
I
1L
0.885"
0,574
0.796
1.163"
l
0.062"
0.264"
0.080 f
0.062
0.233" 0.062'
i L
@FRAME
SILL
11 2s
HOO P-HOOK MOUNTING
P 28
P-HOOK
29
SCREW
f
J 3o
FOR BOX RISER
SCREW COVER
TRACK
ADAPTOR
(6063-T6 AL)
063mT
COVER
0.080"
(6063P�HOJ
(6063-T6
AL)
(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
(6063-T6
AL)
1
4
_
1
4„
.155',
2.30" 1.488"
0.080" -�
0.830"
0.062"
1.600
0,133"
1.600
0.062"
1.303"
/
.080"
rt
1.8880
.016"
1
1
1
� 0.325"
A
1.974"
3,125" ��
3.125"
0.062"
2.44"
INTERLOCK
INTERLOCK
31 1350 CORNER
@
32 1350 FIXED MOUNT
@
60 STANDARD STILE
@
61 HEAVY DUTY STILE
@
62
@ADAPTER
65
SCREW COVER
(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
Will 3,979"
0
1979"
4111 4.125"
-� 1.050"
1.050"
1.050"
1j,
0.075"
F
0.075"
1.645"
1.645" 0.062" ll
1.304 l 1
1
1
.289" 611
"
485"
I�
f .045"
f
.045" 1.- f 045"
3.25"
0.125""
0.281 "
s7 STANDARD ASTRAGAL
68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL
80
79 LAD
81
(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
(I G.)
BEAD, F XEING
BEADGLAZING
��� � RENEWED
(6063-T6 AL)
PANEL CLIP
(6063-T6 AL)
as complyiegwith the Rod*
(6063-T6 AL)
Beiding Code
Acceptance
No
1 MY
Expiration �t �zr
+
1.03"
�
�--.5...-
4
5.621
"
Prod Ceatnp,
0.757"
0.080"
0.050"
105 PANEDL CLIP f
0.709 2.893"
OAK"
(6063-T6 AL)
I A98" 0.133
1 A98
L0.080"
.550" 1
0.863
1
t
1
4It
tiIII;IIt///
0.709" 123
FIXED PANEL
5.621"
-
III A
RETAINER, 7/8"
2.826
120 900 INSIDE CORNER ASTRAGAL
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0.080" �Ilf
(6063-T6 AL
0
119 90 OUTSIDE CORNER ASTRAGAL
( 6063-T6 AL)
'��• ��r,ENs�'
(6063-T6 AL)
FIXED PANEL
118 900 CORNER
RECEIVER
_ No. 58705
106
RETAINER, 9/16"
(6063-T6 AL)
-' "' f
(6063-T6 AL)
: -p
1070 TECHNOLOGY DRIVE
Description:
Q ST TE OF
N. VENICE, FL 34275
EXTRUSIONS
doe ORIO� .•' \ �
'
(941) 480-1600
rue:
`�IS • ' ' ...
''�,
Revsd Byy. Date: Revisions:
CERT OF AUTH. #29296
SERIES 770 ALUM. SGD - LM
IMPACT
;'�''A,`��
JR 04105117 C NO CHANGES THIS SHEET.
Sedes/Mode( Scate: Sheet Drawing No. Rev:
A. LYNN MILLER, P.E.
Drawn By: Date: Checked By: Date:
JR 10110114
®
SGD-770 NTS
22 of 22
PGTO130 C
P.E.# 58705