HomeMy WebLinkAboutAPPROVED, SGD770NOAPGT 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' & 135' 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.
P,11MEq' ''�i t,
NOA No. 19-1126.03
MIAMI•DADE COUNTY Expiration iration Date: February� 17 2025
IE Approval Date: January 09, 2020
6o Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals under file #15-1013.15
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGTO130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of
22, dated 10/10/14, with revision A dated 1010E/15, prepared by manufacturer, signed and
sealed by Lynn Miller, P.E.
B. TESTS
I. 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.(Submitred under NOA No. 14-0123.10)
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 12/29109, all
signed and sealed by Julio Gonzales, P.E.(Submitted under NOA No. 09-0826.10)
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-
6036, 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. 09-0826.1O)
3. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 &
203-94, issued by Fenestration Testing lab (Test report submitted under file 415-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511' Edition
(2014), dated 01/30/15, 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).
tshaq 1. 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, Time,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
L Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacites
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 "SentryGlasg
(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-511 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 SIiding Glass Doors w/90° &135' corners - L.M.I. expiring on 02/17/20.
2. Evidence submitted under previous approvals under file 416-2609.06
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 NDA )
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 confor nance, complying with FBC-514 Edition (2014), dated October S, 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
I. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SOD-770"
Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I., expiring on 02/17/20.
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 04/05117. 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-6t4 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 "Trosifolg
Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance with FBC-61 Edition (2017), dated 09/10/17, 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.L, expiring on 02/17/20.
4. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 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, RE,
C.
D,
E.
F.
G.
CALCULATIONS (submitted under file #17-0420.12)
1. None
QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifols
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 "SentryGlasg
(Clear and White) Glass Interlayers", expiring on 07/04123,
STATEMENTS
1. Statement letter of conformance to FBC 2017 Wh Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E.
����s1�►7
This NOA renews NOA # 17-0420.12, expiring April 07, 2025. 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
TARI P A -
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 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 3/16" HS Glass with .090" SG Interayer
G4A
9/16" 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.: 3116" T Exterior Cap + 3/8" Air Space + 7/16" 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 Interayer
G7
7/16" Laminated: (2) Lites of 3/16" 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.: 3116" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" ANN Glass with .090" SG Interlayer
G8A
1" Laminated I.G.: 1/4" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of 3116" ANN Glass with .090" SG Intedayer
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLAS® BY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING
IMPACT RATING
SEE TABLES 1, 2 & 3 ON
SHEETS 6,7 & 8
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
CODES / STANDARDS USED:
o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
o2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
oASTM E1300-09
oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
°ALUMINUM DESIGN MANUAL, ADM-2015
oAISI S100-12
oAISC 360-10
GENERAL NOTES .............
1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................6-14
DESIGN PRESSURES .......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15,16
PANEL / SILL TYPES .........
17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
JR 1 04105117 1 C I UPDATED TO FBC 2017, REVISED TABLES 1, 2, 3 & A
Drawn By: Date: Checked By: Date:
JR 10/10/14
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OFAUTH. #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
3/8"
9/16"
0.090"
A36 Steel
3/8"
9/16"
0.050"
Gr. 33 Steel Stud
3/8"
9/16"
0.045" (18 Ga)
1/4" Elco Aggre-Gatorm
Fy=57 ksi, F =96 ksi
All
Concrete (min. 2.22 ksi)
1-1/2"
3"
1-3/8"
Jamb / P-hook
Filled Block (ASTM C90)
2"
3"
2"
Jamb / P-hook
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)
(min. of 3 threads beyond
metal substrate)
All
Southem Pine (SG = 0.55)
9/16"
7/8"
1-3/8"
6063-T5 Aluminum
318"
9/16"
0.090"
A36 Steel
3/8"
9/16"
1 0.050"
Gr. 33 Steel Stud
3/8"
9/16"
1 0.045" (18 Ga)
C
1/4" Elco UltraConC
Fy=155 ksi, F =177 ksi
All
Concrete (min. 2.85 ksi)
1"
4"
1-3/8"
Jamb / P-hook
Hollow 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 CreteFiex®
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"
1-1/4"
All
Southern Pine SG = 0.55
1"
1"
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.
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
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.
Descnpfion:
GENERAL NOTES AND MAP
Title:
SERIES 770 ALUM. SGD - LM IMPACT
Series/Model Scale: Sheet: Drawing Na. Rev
SGD-770 NTS 1 ar 22 PGTO130 C
.R.Ou lci• RENEWED
as complying with the no*k
Buiding Code
Acceptance Na_r�6 3
Expiration Date?425"
By
ilEisurtd Qa� Proittct iCM111e1
�IGENS,:
_ No. 58705
`U
ISA TE O 1 ' (v
,A/LYIIJI�It�11��tR P.E.
P.E.# 58705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
Gw
12
Gc
MAX. UNIT 13
HEIGHT
PER TABLES 1-3
f
1-PANEL
I
I
Jw Jc
\,14A14J
Iw�w
Kw Kc
IZaco
14 14
�Www
�x
o�W
POCKET
vWi
CONFIGURATIONS
Imo— MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
Gw Gc
12 13
MAX. UNIT 12 13
HEIGHT
PER TABLES 1-3
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
Gw
12
Gc
MAX. UNIT 13
HEIGHT
PER TABLES 1-3
2-PANEL
CONFIGURATIONS
Aw Ac w Bc NOM. PANEL WIDTH
12 13 12 13 PER TABLES 1-3
L1
19
19
t
19
�
J
I
Jw Jc
I
I Q
14 14
Kw Kc
0
Iou-jap
14 14
I�ain
I Q�
Iwtiw
x
°Qw
a
POCKET
vWi
3-PANEL CONFIGURATIONS w Dc w Ec
12 13 12 13
NOM. PANEL WIDTH
PER TABLES 1-3
Gw Gc
12
13
MAX. UNIT -
13
Ic
HEIGHT 12
13
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER
TABLES 1-3
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
I Q
OF ANY 2 STRAIGHT CONFIGURATIONS.
Jw Jc
14 14
I QC'o -
1 o a o
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
w Kc
14 14
Ijav5
I�Q�
w _
"X" = OPERABLE PANEL,
o w
co `
"O" = INOPERABLE PANEL,
POCKET
Lu
� cop
" =POCKET DETAIL LETTER
"w" = WOOD OR METAL INSTALLATION
"c" = CONCRETE INSTALLATION
Dc
13
SHEET NUMBER
MAX. UNIT WIDTH
f BC Cw Cc
13 12 13
4-PANEL CONFIGURATIONS
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
I
Jw Jc
14 14
Kc
w
14 14
IWow
loop
IZCL Q)
I W L w
x
o�w
lQL
POCKET
Lu
MAX. UNIT WIDTH — MAX. UNIT WIDTH
Aw Ac w Bc Cw Cc NOM. PANEL WIDTH 12
12 13 12 13 12 13 PER TABLES 1-3 w
12
—S\F i Cw
1 Jw Jc I N1 12
t
19 19 19 14 14 ; 19
19 19 19 / 14 14 1 w w MAX. UNIT 19 SEE
°z a ° HEIGHT ILJ
0 NOTE
19 19 19 / I L w L PER /2, THIS
Y Q PER
1-3 SHEET.
00�POCKET I EXTEOR 12
—s\�---J 12
5-PANEL CONFIGURATIONS
Revsd By: Date: I Revisions
JR 04105117 C NO CHANGES THIS SHEET.
Drawn Bv: Date: Checked By: Date:
JR 1 10110114
'w Dc w Ec Fw Fc) CORNER, TYP. 12 �;
12 13 12 13 12 13
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
1070 TECHNOLOGY DRIVE Descnpti--
N. VENICE, FL 34275 EXAMPLE CONFIGURATIONS
(941) 480-1600 Title:
CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
S--Im.dO I ScaJeI Sheet. Dwing No.
SGD-770 NTS ra
2 a 22 PGTO130
PRODUCT RENEWED
as complying with the
Buiding Code
Acceptance No (i —1(2 6 D3
Expiration Date
By
Now Dade hv&d CoMW
��IIIIIIr
LY NA,
��' �.• ' O> EN'3"
No. 58705 _
0 . �zsATE
ONAL
Rev:
A. LYNN VAILLW P.E.
C P.E.# 58705
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
NOM. PANEL WIDTH Aw Ac w Bc Cw Cc
PER TABLES 1-3 12 13 12 13 12 13
NOM. P
PEF
MAX
HEI
PER TA
NOM. P
PEF
MAX
HEI
PER TA
Gw
Gc
12
13
MAX. UNIT
R113
HEIGHT,
96" OR 120"
119
t19
19
19
19
f19
19
5
5
9
9
6-PANEL CONFIGURATIONS
IVIAA. UNI 1 VVIU I r1
ANEL WIDTH
Aw Ac w Bc Gw cc
12 13 12 13 12 13
t TABLES 1-3
Gw Gc
12 13
19
19
19
19
19
Jw Jc
14 14
12 13
t19
w Kc
14 14
19
19
19
19
19
UNIT IC
Mw
M
M
M
M
M
GHT saIw
l3
19
19
19
19
19
BLES 1-3
POCKE
7-PANEL CONFIGURATIONS
w Dc w Ec Fw Fc
12 13 12 13 12 13
NIAA. UNI I VVIU I M
ANEL WIDTH
2 TABLES 1-3
Aw Ac w TB Cw Cc
12 13 12 13 12 13
—sue
f---
Gw Gc
12 13
w He
UNIT 12T-137
?lw ICM
GHT 12 13
L1
19
L2
19
19
L1
19
L2
L1
19
L2
L1
19
L2
L1
19
L2
L1
19
L2
L1
19
L2
/
Jw Jc
14 14
w Kc
14 14
19
M
19
19
M
19
19
19
19
M
19
19
M
19
19
5 M
19
BLES 1-3
POCKE
8-PANEL CONFIGURATIONS
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,
"O" = INOPERABLE PANEL,
"p" = POCKET
DETAIL LETTER
w" = WOOD OR METAL INSTALLATION
"c" = CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
w Dc w Ec w Fc
12 13 12 13 12 13
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 EXAMPLE CONFIGURATIONS
sd By: Date: Revisions: CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
Series/Model: Scale: Sheet Drawing Na
on By: Date: Checked By: Date: ° SGD-770 NTS 1 3 0' 22 PGTO130
JR 10110114
rRODUC t' RE14EW'EQ
w eotaqtYiww" the F19rw
otlidiag Code ((2 L•O j
Acceptance No
Expiration Date Z
�`tttllt1I//1/
No. 58705 -
O ��IATE '
t1/
F<0R101-
Ra A. LYNN MILLER, P.E.
C P.E.# 58705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A
7/16" NOM.
3/16" HS GLASS
.090" PVB
3/16" HS GLASS-
7/16" LAMINATED GLASS, TYPE G3
7/16" NOM.
3/16" HS GLASS
.090" SG-
3/16" HS GLASS -
EXTERIOR
a
3/4" NOM.
GLASS
BITE
7/16" LAMINATED GLASS, TYPE G4
1" NOM.
3/16" HS GLAS
.090" PVB
3/16" HS GLA&
3/8" AIR SPACE
3/16" T GLASS--\
124-1
EXTERIOR
a
3/4" NOM.
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G5
9/16" NOM. 9/16" NOM. 1" NOM.
3116" HS GLASS
1/4" HS GLASS 1/4" HS GLASS .090" PVB
.090" PVB .090" SG 74 3/16" HS GLASS
1/4" HS GLASS 74 1/4" HS GLASS 5/16" AIR SPACE 74
1/4" T GLASS
82 + sz
\A
83 r's20Di1CT RENEWED
as complying with the FbW&
J 3/4" NOM. 3/4" NOM. BeidingCode
EXTERIOR EXTERIOR 3/4" NOM. Acseptaace No
GLASS GLASS 124-127 GLASS Expiration bate I
a BITE a BITE BITE By I %L .`�.,...�-
nA EXTERIOR t
f BfiA Da1�0 Ut;tod.
a ��L,I �
9/16" LAMINATED GLASS, TYPE G3A
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" TROSIFOE PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLAe BY KURARAY AMERICA, INC.
JR 1 04105117 1 C I NO CHANGES THIS SHEET.
Nn By: Date: Checked By: Dale:
JR 1 10110114
9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
SEE SHEET 15 FOR SPACER DETAILS
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 GLAZING DETAILS
(941) 480-1600 T Ile
CERT OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
SeriesIWdel Scale: Sheet Drawing No. Rev:
SGD-770 NTS 4 �f 22 PGTO130 C
LvlVi1/
No, 58705 _
�� STATE
�.
/A!'LYI�NIN4ILL�\R, P.E.
P.E.# 58705
GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A
1" NOM.
3/16" HS GLAS
.090" SG
3/16" HS GLAS
3/8" AIR SPACE
3/16" T GLASS—�
EXTERIOR
a
7/16" NOM.
3/16" ANN GLASS
.090" SG
3/16" ANN GLASS —
EXTERIOR I" EXTERIOR
I
3/4" NOM.
� GLASS
GLASS BITE
BITE
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
124-1
3/4" NOM
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G6A
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" TROSIFOE PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLASO BY KURARAY AMERICA, INC.
JR 1 04/05/17 1 C I NO CHANGES THIS SHEET.
wn By: Date: Checked By: Date:
JR 10/10/14
7/16" LAMINATED GLASS, TYPE G7
9/16" NOM.
1/4" ANN GLASS
.090" SG-
1/4" ANN GLASS —
EXTERIOR
a
3/4" NOM.
GLASS
BITE
9/16" LAMINATED GLASS, TYPE G7A
1" NOM.
3/16" ANN GLASS
.090" SG-
3/16" ANN GLASS
3/8" AIR SPACE-
3/16" T GLASSY
3/4" NOM.
124-127 GLASS
BITE
EXTERIOR
a �
79
55
1" LAMINATED I.G. GLASS, TYPE G8
1" NOM.
3/16" ANN GLAS
.090" SG
3/16" ANN GLAS
5/16" AIR SPACE
1/4" T GLASS
MIMI
EXTERIOR
a
rRoDUCr RENEWED
as complying with the Fkrw
Striding Code `� _ `� 2 Io • b3
Acceptance No
Expiration [fate -
GLASS ^�-)
3/4" NOM.
BITE ay L`
Miami Dade CtlB'
1" LAMINATED I.G. GLASS, TYPE G8A
SEE SHEET 15 FOR SPACER DETAILS.
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 GLAZING DETAILS
(941) 480-1600 Tice:
CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
SeneslModel: Scale: Sheet: Drawing No. Rev
S SGD-770 NTS 5 o, 22 PGTO130 C
k\ItIlllll
�pN`� .. N/v��i
�'` LIGENSF' .l�fi�
No. 58705 =
0� A E
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 1A:
TAR] 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 90° or 135° corner units, see sheet 11
(May be limited by Table 1A)
Door Unit Height
Table applies to Glass Types 3,
80"
84"
90"
96"
3A, 5, 5A, 7, 7A, 8 & 8A and
69-7/8" DLO
73-7/8" DLO
79-7/8" DLO
85-7/8" DLO
the Stile/Astragal Types shown
Anchor Group
Anchor Group
Anchor Group
Anchor Group
below.
A
B
C
D
A
B I
C
D
A
B
C
D
A
B
C
D
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"
17"aHead/Sill
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
DLO8
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
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
30"
O8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
1 7+8
7+8
7+8
7+8
7+8
7+8
7+8
1 7+8
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
36
29„
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
a
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
m
c
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
E
42"
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
z
()L50
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+g
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
F
41"Head/Sill
Jamb
8
8
8
8
8
8
8
8
8
8
!7+
8
10
8
8
8
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
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
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
TABLE 1A.
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
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.
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"
1 + 60.0
SEE NOTES 1-3
OH LENGTH
2
C7 �
= 00 OH RATIO >_ 1
2 p
0
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125" PRODUCT RENEWED
as complying with the
PANEL HEIGHT = Buiding Code
DOOR UNIT HEIGHT - 1.866 Acceptance No ( 1 d -o3
Expiration Date---9����
Interlock
Standard Stiles
P-hook
Standard Stile
Lockstile @Jamb
Standard Stile
Straight Astragal
Assembly
Standard Stile
Lockstile @
Straight Astragal
Standard Stile
90° Astragal
Assembly
Heavy-duty Stile
Lockstile @
90` Astragal
Heavy-duty Stile
135° Astragal
Assembly
Heavy-duty Stile
Lockstile @
135° Astragal
Heavy-duty Stile
Standard Astragal
Outside Corner
46�1
Outside
Inside
Corner
CCorner
41:1F
—72Ej!F1
Inside
Corner
Outside
2ETF1
Inside Corner
Corner
Part #60 (x2)
Part #60
Part #60
Part #60 (Stile)
part #67 (Astragal)
Part #60
Part #61 (Stile)
Part #118 (Corner
part #119 (Out.)
part #120 (In.)
Part #61 (Stile)
parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 DP AND ANCHORAGE
(941) 480-1600 rule:
sd By: Date: Rewwns: CERT. OF AUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C REVISED TABLE 1.
Series/Motlel: Scale: Sheet. Drawing Na
wn By: Date: Checked By: Date: O SGD-770 NTS 6 °r 22 PGTO130
JR 10/10/14
Rev'
C
\��Illllitl////
_ �t1 I VAIA, /
No. 58705
�� II A (� �44j
///II}1l11�1�
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 2
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP for all sizes: +60 / -60
For corner astragal anchorage on 90` or 135° corner units, see sheet 11 (May be limited by Table 2A)
Door Unit Height
ble applies to Glass Types 4, 4A, 80" 84" 901, 1 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
109-7/8" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
file/Astragal Types shown below.
A I B C D
A 1 B C I D
A I B I C D
A I B I C D
A B C D
A B C I D
A B I C I D
A T__B7 C D
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1 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 I
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1 I
C4+1
C4+1
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+g
7+8
7+g
7+g
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
04+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 I
C4+1 I
C4+1
C4+1
30"
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10 1
10
10
10
10
10
10
10
10 1
10
10
DLO
P-hook
6+7
6+7
6+7
1 6+7
1 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
1 8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
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
C4+1
36"
� "
Jamb
8
8
8
8
8
8
8
8L7+
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
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
8+g
8+g
8+g
8+g
8+g
g+g
g+g
g+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
C5+1
C5+1
C4+1
C4+1
42
35"
Jamb
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
12
10
10
10
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+g
7+8
7+g
7+g7+8
7+8
7+8
7+8
8+9
8+9
8+g
8+9
8+9
8+g
8+g
8+9
9+109+10
9+10
9+10
9+10
9+10
+10
9+10
HeadlSill
C4+2
C4+2
C4+2C4+2C4+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
48
Jamb
8
8
8
8
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
D41"LO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+g
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+g
8+9
8+9
8+9
8+9
8+9
8+g
g+g
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
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"
Jamb
8
8
8
8
8
8
8
8
10
8
8
8
10
8
8
8
DLO
Not available in these sizes
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
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"
Jamb
8
8
8
8
8
8
8
8
10
8
8
8
10
8
8
8
DLO
1 n \Ar11'1T1 1
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
1 7+8
1 7+8
FUK LAAMF'Lt UN U51NU I At9Lt, Jtt JI-Itt 1 0.
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", 3-1/411 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.
TARI F 9A-
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
OH LENGTH l�
F—
LD
= o OH RATIO >! 1
Ol
1
OH 1 Pmr-TI-1
OH RATIO = OH HEIGHT
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 90° Astragal Assembly 135° 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
Corner
�� 4E��L
Inside
Z:QTfCorner � Outside
Inside Corner Corner
Part #61 (Stile) Part #61 (Stile) Part #119 (Out.) Part #61 (Stile)
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)
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 DP AND ANCHORAGE
(941 ) 480-1600 Tile:
>d By. Date: Revisions: CERT OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
Date: IZY SGD-770 NJR 04105117 C REVISED TABLE 2, REMOVED EXAMPLE.
Series/Model Scale: �+ Sheet. Drawing NaRey:
vn By: Date: Checked By: Date: SGD-770 NT`' 7 01 22 PGTO130 C
JR 10110114
-1-1
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
as compbft with tie f1sift
Baidiing Code
Acceptance Noo
Expiration Date
Miami Dade Pkvduet CoMMI
0LYNIv
_ No. 58705 ,
-'0004
,mil
S' T°�o 19
1"4 Of
A. LYNNILLR, P.E.
P.E.# 58705
TARI F 3A-
" Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90' or 135' corner units, see sheet 11
Maximum DP shown below
(May be limited by Table 3A)
Table applies to Glass Types 4, 4A,
Door Unit Height
80"
84"
90"
96"
102"
108"
6, 6A, 7, 7A, 8 & 8A and the
Stile/Astragal types shown below.
69-7/8" DLO
73-7/8" DLO
79-7/8" DLO
85-7/8" 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 D
A I B C D
A I B I C D
A I B I C D
A B I C D
A B C I D
17"
Design Pressure
Head/Sill
+/-90.0 psf
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
+ -82.5 ps
C4+1 C4+1 C4+1 G4+1
+/-75.0 psf
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 1
8+9
8+9
8+9 11
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
G4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
30"
DLO
Jamb
8
8
8
1 8
8
L 8
8
8
1 10
1 8
1 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+9
18+9
1 8+9 1
8+9
8+9
1 8+9
8+9
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
I C4+1
1 C4+1
1 C5+1
C5+1
C4+1
C4+1
C5+1
C5+1
G4+1
C4+1
C5+1
C5+1
C4+1
C4+1
0-
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
c
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
E
Design Pressure
+/-90.0 psf
+/-82.5 psf
+/-75.0 psf
35"
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2E18
+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
G5+2
C5+2
C5+2
C5+2
C5+2
42
DLO
Jamb
10
8
8
8
10
1 8
1 8
1 12
1 10
1 8
8
12
10
8
8
12
1 10
1 10
10
12
10
1 10
1 10
P-hook
7+8
7+8
1 7+8
1 7+8
7+8
1 7+8
1 7+8
17+8
1 8+9
1 8+g
8+g
1 8+9
8+9
8+g
8+9
8+9
8+9
1 8+9
8+9
8+9
8+9
1 8+9
1 8+9
1 8+9
Design Pressure
+/--90.0 psf
See Note AbLelow
+/-82.5 psf
+/-75.0 psf
41"
Head/Sill
C5+2
C5+2
C4+2
C4+2
C5+LC5+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
48
DLO
Jamb
10
8
8
8
12
8
8
12
10
8
8
i4
12
8
8
14
12
10
10
14
10
10
10P-hook
7+g
7+g
7+g
7+8
g+
g+g
g+g
g+g
g+g
g+g
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, bA, [A, is &bA; +/-u/. I r-UM UL/AOO I T I-'C I
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.
Hea)
P2
�terlock
,y-duty Stiles
P-hook
Heavy-duty Stile
Lockstile @Jamb
Heavy-duty Stile
Straight Astragal
Assembly
Heavy-duty Stile
Lockstile @
Straight Astragal
Heavy-duty Stile
90' Astragal
Assembly
Heavy-duty Stile
Lockstile @
90o Astragal
Heavy-duty Stile
135o Astragal
Assembly
Heavy-duty Stile
Lockstile @
135o Astragal
Heavy-duty Stile
Heavy-duty Astragal
Outside Corner
Outside
Inside
Corner
C
C
Corner
Inside
Corner
Outside
Inside Corner
Corner
rt #61 (x2)
Part #61
Part #61
Part #61 (Stile)
part #68 (Astragal)
Part #61
Part #61 (Stile)
Part #118 (Corner
Part #119 (Out.)
Part #120 (In.)
Part #61 (Stile)
Parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
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 1-3
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 DP AND ANCHORAGE
so By Date: Revisions: CERT OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C REVISED TABLE 3, ADDED EXAMPLE.
Series/Model: Scale: Shee(. Drawing No. Rev:
wn By.' Date: Checked By: Date: SGD-770 NTS 8 of 22 PGT0130 C
JR 10/10/14
OH LENGTH
H
C9 �
_ OOI OH RATIO >_ 1
O
OH RATIO = OH LENGTH
OH HEIGHT
rRODUCT RENEWED
ascomplying withthe I%dk
BuWing Code
AcceptanceNo I9 - l 12 L• 03
Expiration Date 2'1�71
By L,_— —
Miami DR& &aet C)etifrrtl
No.58705!
d ( ATE OF ��
�40R101',
A. LYNN MILLER, P.E.
P.E.# 58705
SEE
SPLICE
NOTE,
THIS
SHEET
4.051 "
24" MAX.
O.C.
24" MAX.
O.C.
i -
48"
NOM.
PANEL
WIDTH
3.5"
NOFRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF:
JAMB (9) P-HOOK ANCHORS,
REQUIRED @ (PERPENDICULAR TO GLASS
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
POCKETS AND
SEE POCKET (10) P-HOOK -------- -
JAMB MOUNTING
INSTALLATION, ADAPTER 6" MAX.
J
11' 6" MAX.
THIS SHEET ANCHORS MIDWAY
& 8
SHEET 14 BETWEEN P-HOOK
ANCHORS & AT 3"
FROM TOP & 14" MAX. O.C.
BOTTOM
8" MAX. TO OPENING 0
EDGE OF POCKET SEE uz,
INSTALLATION 0 L'u
DETAILS'Jc'&'Kc', >- 0
END PANEL SHEET 14 & PART
\—ANCHORAGE DETAILS'J'&'K', 0
u c/)
(2 ANCHORS) SHEET 19 FOR 0
P-HOOK L _6" MAX,
ANCHORS
ANCHORAGE END PANEL
ANCHORAGE
(SEE SKETCH BELOW)
F 8" MAX., TYP.
t CENTERLINE
OF PANEL I
SEE"C5"CLUSTER
DETAILS, SHEET 10 FOR
INTERLOCK
x T x 11
7� l/x_
x
0! L 3" MAX.
io;
1 01
101
1 '�_ �
MAX. O.C.
Ol
101 3" MAX.
48" NOM.
PANEL WIDTH
MAX. UNIT WIDTH — .1 11
SEE C5 ULUZ�, I I=M Ur- I
REQUIRES"C6" SHEET 10 FOR INTERLOCK
CLUSTER,S EE
LDETAILS, SHEET 11 X x
x x
/;l ��xx X X
x
x X
x = FRAME I
ANCHORS z10
0 UNIT
HEIGHT
0 o= P-HOOK
0 ANCHORS
x
z
m o = P-HOOK
MOUNTING
ADAPTER
ANCHORS
SEE "C5" CLUSTER
,,—DETAILS, SHEET 10
FOR ASTRAGAL
24" MAX. O.C.
x I
1 6" MA
x f X
4 PAIRS OF
x ANCHORS
(TOTAL 8
21" MAX- ANCHORS)
O.C. PER JAMB
x x (SEEJAMB
DETAIL
BELOW)
X_ X i
�'X'x
END PANEL
6" MAX. ANCHORAGE (SEE
"12" SKETCH BELOW)
,.+2" ANCHORAGE ANCHORAGE
ANCHORAGE
X X
X X
'-::XAMPLE: 5-PANEL, 2 TRACK, 90' OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
18" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)
ANCHORAGE EXAMPLE NOTES:
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS.
USE SPECIFIED CLUSTER FROM APPROPRIATE
SEE "C5" CLUSTER TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
DETAILS, SHEET 10 STRAIGHT AND CORNER ASTRAGAL LOCATION,
FORINTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL
�—"+2"
ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
END PANEL ANCHOR EXULF1 I IUN, ("+q" ANUHUKAUt UNLY):
DISTANCE TO NEXT
CLUSTER TO BE
24" O.C., OR LESS
7
7 7 7
CENTERLINE OF END PANEL
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT
REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE:
-CENTERLINE 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
P-HOOK ANCHOR DETAILS ON SHEET 14.
11 11
2.04"
6"
EXTERIOR
21
MAX.
O.C.
I
f
11
5.64"
6" MAX.
2-TRACK
FRAMEJAMB
ANCHOR PAIR
REQUIRES /Affl-MUMAUr_ SEET5"CLUSTER CENTERLINE END PANEL
"C6" CLUSTER, SEE CENTERLINE DETAILS, SHEET ANCHORAGE
AX.
DETA INTERLOCK ASTRAGAL ASTRAGAL (2 ANCHORS) 8"
ILS, SHEET 11 �_OF FOR 10 �_OF
4 nr;l,, _-. I 1 —1 1 i 3.5" 1 1 M
< � I I sm's, jap
EXTERIOR 15
CENTERLINE 11+2" ANCHORAGE—/ CENTLHLINL
OF PANEL 3 �_ OF PANEL 4
ZSEIE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)480-1600
CERT OFAUTH. #29296
JR 1 04105117 1 C I CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES.
y - Cllll�lly] DWe:
I D7J'RB : 1070110114 1 1
11+2" ANCHORAGE--/ t-CIV I �MLIIVC
�_ OF PANEL 5
Descriptim
ANCHORAGE SPACING & EXAMPLE PLANS
Till�,
SERIES 770 ALUM. SGD - LM IMPACT _TC
SeneslModel I D,—Ig Na
SGD-770 J'N TS 1 ""9' �, 22 PGTO130
SPLICE NOTE:
NON- STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
rRODUCTRENLWED
ascmplyWgwltbtbeFk?*
8"ng Code
AccqnmceNo
E%piradom
SL
muld �.Dwdk
Lyllv*/v/ ,
"S�
\CEN,S�4.
No-58705 ' 13
ATFS
R, P.E.
A.LYNN ILL�
P.E.# 58705
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-1—IF NEEDED
CENTERLINE I
EXTERIOR
15
2-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
4"
ASTRAGAL OR SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE I
EXTERIOR
ID
3-TRACK FRAME HEAD/SILL
(u_ ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-,[�IF NEEDED
CENTERLINE
4-TRACK FRAME HEAD/SILL
(d) ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR I (FOR SPLICE
INTERLOCK—, CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
EXTERIOR
2-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
22
ASTRAGAL OR SPLICE LOCATION
INTERLOCK —]—IF NEEDED 2.04"
�rtrrrt tnt�
EXTERIOR
15
2-TRACK FRAME HEAD/SILL
(a ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
4"
ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
INTERLOCK-1 CONDITION, USE INTERLOCK-1 IF NEEDED
CENTERLINE I "C6" CLUSTER DETAIL) CENTERLINE �j 3.5"
—I 3.5" Ir Imo— T, rtyl
8"
EXTERIOR
15
2.04"
4" DIAG.
7'
3-TRACK FRAME HEAD/SILL
a ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
4.08"
ASTRAGAL OR II (FOR SPLICE
INTERLOCKCONDITION, USE
CENTERLINE
"C6" CLUSTER DETAIL)
3.5" I--
4"
EXTERIOR
V
4" DIAG. I /\
5.37" DIAG
Imo- 7" �I
4-TRACK FRAME HEAD/SILL
a) ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
WN
TERIOR----I 3.5"
r
17 3-TRACK FRAME HEAD/SILL
(c� ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
1
2.04"
4.08"
2.04"
ASTRAGAL OR (FOR SPLICE
INTERLOCK-1 CONDITION, DO NOT
rGn1_rrD1 IMP USE THIS DETAIL)
EXTERIOR
V
4"
..04"
21"
MAX.
O.C.
76" DIAG.
2.04"
EXTERIOR
21"
5.64" MAX.
O.C.
6" DIAG.
EXTERIOR
6" MAX. rr
f2-TRACK 5.64
FRAME JAMB 6" MAX.
ANCHOR PAIR 4
I 4-TRACK
16" DIAG. FRAME JAMB
2.04"
k"M
EXTERIOR HNurium r/Alm
ANCHORS MAY BE INSTALLED
EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
5.64"
3-TRACK FRAME JAMB
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
IF NEEDED
—►1 3.5"
" DIAG.
3.5" I== wl 3.5"
4-TRACK FRAME HEAD/SILL
P- 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
RevsdBy Date: Revisions: CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
Series/Model: Scale Sheet. Drawing No. Rev:
Drawn By Date: Checked By: Date: O SGD-770 NTS 10 of 22 PGTO130 C
JR 10110114
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET 9.
i-RODUCT RENEWEIR
ss com plying with the FbmrW
guiding Code
Acceptance No " i �' 6
Expiration Dsfx-,, 1 �e-2r
tlsiatpi p�de !'i+t>�Net G1M�'
�aAY Mtv,ty �.
10EN
' No.58705
S I,ATE OF
/0nIp'�'`�`�
A. LNMA iIUIILLtR, P.E.
P.E.# 58705
2.04" - 2.04" INTERIOR 2.04"
INTERIOR INTERIOR
0
I 4" DIAG. 4" DIAG. 8.94n
6.12" 6.12" 3.5"
INTERIOR �I INTERIOR �/� 7 INTERIO °
I I ----I 3.5"
2.04" �J EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
EXTERIOR
3.5" � 4,.
4 2.04" J 4r 7
EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
4.08" 1 m
INTERIOR
4.08"
EXTERIOR
\u�� vvi ,-
ANCHORS ARE REQUIRED, "C6")
EXTERIOR
90° CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR 6.12"
INTERIOR
4.08"
Ij 3.5"
4"
2.04" EXTERIOR
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
INTERIOR
7.41 "
135°
' �—:-I 3.5" �
EXTERIOR 7" 4
135° CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR
4.08"
%,EXTERIOR
1.5
7"
4 ON
INTERIOR ALL
EXTERIOR
ID VIEWS
2.04" 6.12"
EXTERIOR 5 88"
INTERIOR
0 0.
INTERIOR 90° 4 3.5" f 135°
2.04"
4" "
6.12"
6.12"
tt i
2.04" 3.5' 4 4" DIAG. 3.5"
7„ / Ott
EXTERIOR L-7-1/ EXTERIOR
90° CORNER 135° CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS)
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
Revsd By I Date: I Revisions:
JR 04105117 C NO CHANGES THIS SHEET.
Drawn By: I Date: Checked By: Date:
JR 10110114
l
;.5 t\\
7" EXTERIOR
2.04" -
4"
2.04" J 7" - - �.
EXTERIOR 8.94"
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
+1" ANCHOR
OF PANEL
11+011 A1\Ir'W1R
CENTEHLINE
OF PANEL
"+3" ANCHOR
4.08"
J 1 3.5"
2.04" CENTERLINE
OF PANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS
(941) 480-1600 Title:
CERT OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
Series/Model: Scale: Sheer: Drawing No,
SGD-770 NTS 11 e 22 PGTO130
"+1" ANCHOR
0
CENTERLINE
OF PANEL
1 "+2" ANCHOR
1 °
2.04"
° 4" DIAG.
3.5" I
CENTERLINE
j� OF PANEL
"+3" ANCHOR
0
2.04" 4" DIAG.
o °
7"
CENTERLINE
OF PANEL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
rRODUCT RENEWED
as complying with the rblb
Bidding Code +�_ 112`•03
Acceptance No
Expiration Dne
BY
Niaw Dade'
Er:S�� fl��
No. 58705
SqA®elf
i�� ."tORIOP.•' \��
1QiVAl.
!lII11111411\\
Rev A. LYNN MILLER, P.E.
C P.E.# 587D5
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR 1/4"
a o MAX.
SHIM
EMBEDMENT:
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
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 I
a 2-1/16"'
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
~� SEE TABLE A, SHEET 1
EXTERIOR
a�
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1 SEE
ANCHOR
NOTE 5,
SHEET 1
(1/4" MAX.)
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 �I
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR 11L
15 1/4" MAX. SHIM ---I I - —
EDGE EDGE DISTANCE:
SEE TABLE A,
SHEET 1
2-1/16" *
E 2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
JR 1 04105117 C I NO CHANGES THIS SHEET.
an By: I Date: Checked By: Date:
JR 10110114
FXTFR inn
2-1/16" *
1/4"
MAX.
SHIM
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
3-TRACK FRAME HEAD
ew WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
2-1/16"
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
- 0 1 2-1/16" *
EXTERIOR
a
METAL TYP.,
SEE ANCHOR
NOTE 4, SHEET 1
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1 SEE
ANCHOR
NOTE 5,
1 SHEET 1�fi
1 (1/4" MAX.)
EXTERIOR
fa2-1/16"
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
DE 4-TRACK FRAME HEAD
Cw METAL INSTALLATION
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.
SMS ANCHOR TYP., METAL TYP.,
SEE ANCHOR NOTES SEE ANCHOR
& TABLE A, SHEET 1 7 NOTE 4, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
FRAME SILL
E 4-TRACK FRAME SILL
S3-TRACK
WOOD INSTALLATION
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE
SEE TABLE A,
METAL TYP., SHEET 1
EDGE DISTANCE:
SEE ANCHOR
0 SEE TABLE A,
NOTE 4, SHEET 1
2X WOOD SHEET 1
TYP., SEE ANCHOR
2-1/16"
NOTE 3, SHEET 1
SMS ANCHOR TYP.,
f
i
SANCHOR NOTES
2-1/16" *
& TABLE A, SHEET 1
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR ` 1 I
15 1/4" MAX. SHIM - If
D3-TRACK FRAME JAMB
Hw WOOD INSTALLATION
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
7ne
CERT OFAUTH. #29296
\---MIN. OF 3
THREADS
EXTERIOR BEYOND THE
METAL
15 q_L=j SUBSTRATE
1/4" MAX. SHIM - 1--
E 4-TRACK FRAME JAMB
Iw METAL INSTALLATION
* DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
DETAILS, 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
Title:
SERIES 770 ALUM. SGD - LM IMPACT
Series/Model: Scale: Sheet Drawing No. Rev:
SGD-770 NTS 12 of 22 PGTO130 C
vxODUCi' RENEWED
as coniplyingwith the F)GF *
Suiding Code \9 1 1 '2 (• G3
Acceptance 140
Expiration Dste� Z.
Byi
�it�rriDwk �.
L Y /VA1,j
x�` \ 1GENgF
No. 58705
-0 G
;� !I )
O S ATE
/jllll it\\1\
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS
CONCRETE EDGE DISTANCE: SEE
PER TABLE TABLE A, SHEET 1 CONCRETE
A, SHEET 1 wi2-1/16" * PER TABLE
A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1 CONCRETE
71-
2-1/16" * PER TABLE
A, SHEET 1
EXTERIOR
<
<
-
l
a
_
1
EMBEDMENT:
_
1/4" EXTERIOR
1/4„ EXTERIOR
SEE TABLE A,
MAX.
a
MAX. a
SHEET 1
SHIM
SHIM
PROPERLY SECURED 1X
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
CONCRETE ANCHOR TYP.,
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
(a 2-TRACK FRAME HEAD
DE 3-TRACK FRAME
HEAD
Ac CONCRETE INSTALLATION
Bc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET
-1, (1/4" MAX.) , C
EXTERIOR
a
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 1
1 (1/4" MAX.)
a 1
EXTERIOR I `
a 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
EMBEDMENT: SEE
TABLE A, SHEET 1 ��
EDGE DISTANCE:
MENT: SEE �I CONC./CMU ANCHOR SEE TABLE A,
TYP SEE ANCHOR SHEET 1
EMBED
TABLE A, SHEET 1
EDGE DISTANCE
PROPERLY SECURED
SEE TABLE A,
1X WOOD BUCK TYP.,
SHEET 1
SEE ANCHOR NOTE 3,
SHEET 1
CONC./CMU ANCHOR
TYP., SEE ANCHOR
2-1/16"
�I 1
NOTES & TABLE A,
SHEET
SHEET 1
CONCRETE
EXTERIOR
�OR CMU
PER TABLE
1/ 1/4 MAX. SHIM
A, SHEET 1
DE 2-TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION
JR 04105117 C NO CHANGES THIS SHEET.
sn By: Date: Checked By: Date:
JR 10110114
NOTES & TABLE A,
SHEET 117
2-1/16"
PROPERLY SECURED ` `'�
1X WOOD BUCK TYP., , I'
SEE ANCHOR NOTE 3,
CONCRETE
SHEET 1
OR CMU
PER TABLE
EXTERIOR
A, SHEET 1
�L
I/ 1/4" MAX. SHIM
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1
SEE ANCHOR
NOTE 5,
SHEET 1
(1/4" MAX.)
EMBEDMENT: SEE TABLE A, SHEET 1 NOTES:
EDGE DISTANCE: 1. ALL DIMENSIONS
SEE TABLE A, SHEET 1 SHOWN ARE BASED
2-1/16" * ON MIN. ALLOWED.
1/4" * DIAGONAL O.C. IS
r MAX. MIN 4" (HEAD & SILL)
i SHIM OR 6" (JAMB) SEE
I I aI I� 1D0 & 11. SHEETS
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
DE 4-TRACK FRAME HEAD
Cc CONCRETE INSTALLATION
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1
EXTERIOR
2-1/16"
EDGE DISTANCE: CONCRETE
SEE TABLE A, SHEET 1 PER TABLE
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1
pE 3-TRACK FRAME SILL
Ec CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
4-TRACK FRAME SILL
Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 Ili ire - T
'-'I EDGE DISTANCE:
PROPERLY SECURED SEE TABLE A,
1X WOOD BUCK TYP., SHEET 1
SEE ANCHOR NOTE 3, IL
SHEET 1 I
CONC./CMU ANCHOR a 2-1/16"
TYP., SEE ANCHOR win.,
NOTES & TABLE A,
SHEET CONCRETE
OR CMU
EXTERIOR s ' PER TABLE
A, SHEET 1
1/4" MAX. SHIM
DE 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB
He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 ANCHORAGE DETAILS
(941) 480-1600 Title:
CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
( 7 Series/Model Scale: Sheet Drawing Na TC
7ne SGD-770 NTS 13 et 22 PGTO130
CONCRETE
PER TABLE
A, SHEET 1
rRODUC"T RENEWED
as complying with the FloAk
Baiding Code �4i _ l t2 •63
Acceptance N.0 l
Expiration Date
5�iauii Qude Ctabr�l
`"}IIIIII/:
No.58705 _
sa
O� STA I E
f///0.AL G\��.
rf �L
A. LYNN 6LLER, P.E.
P.E.# 58705
INSTALLATION DETAILS
NOTES:
1. ALL DIMENSIONS
FRAME JAMB
SHOWN ARE BASED
REQUIRED AT ALL
2.693" MIN.
ON MIN. ALLOWED.
INSIDE POCKETS
EDGE
FIGURES THIS
EMBEDMENT: SEE
TO PREVENT
DISTANCE
FOR
SHEET ARE FOR
S
WOOD FRAMING TABLE A, SHEET 1
P-HOOK MOUNTING ADAPTER WATER
ILLUSTRATIVE
WOOD ANCHOR TYP.,
INFILTRATION
CONC./CMU
PURPOSES ONLY. SEE
c
SEE ANCHOR NOTES
ANCHOR TYP., SEE
1 FOR
EMBEDMENT:
& TABLE A, SHEET 1
E26
ANCHOR NOTES &
ALLBAPPROV DT
SEE TABLE A,
(ALSO SEE TYP.
TABLE A, SHEET 1
SUBSTRATES.
SHEET 1
28 ILLUSTRATION, SHEET 9)
�
o °. °
1-1/4" MIN. EDGE DISTANCE
EXTERIOR
3. SEE TABES 1-3,
EDGE DISTANCE: SEE
EMBEDMENT:
•
°. °
28
SHEETS FOR
TABLE A, SHEET 1
.
s
REQUIREDD P-HOOK
SEE TABLE A,
P-HOOK MOUNTING
AND P-HOOK
26
6iE
EXTERIOR
SHEET 1
q
ADAPTER CONC./CMU
MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., Ln
::JT�
P-HOOK
°
ANCHOR TYP., SEE
ANCHOR QUANTITIES.
SEE ANCHOR NOTES
V
CONCRETE OR
ANCHOR NOTES & TABLE
ALSO SEE EXAMPLE
& TABLE A, SHEET 1
CMU PER TABLE
EMBEDMENT: SEE
A, SHEET 1
ALSO SEE TYP.
ON SHEET 9.
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
2.693" MIN.
A, SHEET 1
TABLE A, SHEET 1
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
FOR USE WITH FLAT SILL RISERS
DE P-HOOK FOR USE WITH ANY SILL RISER
eP-HOOK
Jw PARTS #18, #20, #22 OR #24,
Jc PARTS #18, #20, #22 OR #24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP.,
P-HOOK MOUNTING
SEE ANCHOR
P-HOOK MOUNTING
CONCRETE OR
EMBEDMENT: SEE
ADAPTER CONC./CMU
NOTE 4, SHEET 1; EMBEDMENT: SEE
ADAPTER SMS
CMU PER TABLE
TABLE A, SHEET 1
ANCHOR TYP., SEE
MIN. OF 3 THREADS TABLE A, SHEET 1
ANCHOR TYP., SEE
A, SHEET 1
ANCHOR NOTES & TABLE
BEYOND THE METAL
ANCHOR NOTES
A, SHEET 1
SUBSTRATE
28 & TABLE A, SHEET 1
(ALSO SEE TYP.
EMBEDMENT:
° °:
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
rRODUC1' RENEWED
EMBEDMENT:
ILLUSTRATION,
SHEET9)
)
SEE TABLE A,
SHEET 1
P
'�
28
m cow plying with the Fjod&
Suideag Code
Acceptance No
3r,
°
r -
Expiration Date
SEE TABLE A,
SHEET 1
EDGE DISTANCE: SEE
TABLE A, SHEET 1
°
° ' c
1-1/4" MIN. EDGE DISTANCE
Z
By
1
1
—
1
f4iaaei Dade Zm
P-HOOK SMS ANCHOR TYP., / EXTERIOR
SEE ANCHOR NOTES J
& TABLE A, SHEET 1
(ALSO SEE TYP. 2.693" MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
E 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
P-HOOK CONC./CMUJ EXTERIOR
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
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,
CONCRETE INSTALLATION
EXTERIOR
(SEE TABLES 1A, 2A & 3A
MOUNT
FOR WATER RATINGS)
ONLY
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 ANCHORAGE DETAILS
(941) 480-1600 Title:
Revsd By: Date: Revisions: CERT OF AUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
Series/Model Scale: Sheet Orawin° No. Rev:
Drawn By: Date: Checked By: Date: O SGD-770 NTS 14 °� 22 PGT0130 C
JR 10110114
10ENSF
�• No. 58705
S ATE O � (�
i F1OR,ON •'' \���
A�vy�JfN
P.l 14 66�05
CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS 'Aw' & 'Ac',
SHEETS 12 & 13
NOTES:
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
MAX.
PANEL
HEIGHT
,■
#10 X 1-1/2"
PH SMS
PANEL
PANEL TYPE
TYPE QS,
'A'
SEE
NOTE 2
a
X
MAX. UNIT_
WIDTH
MAX.
DLO_
WIDTH
NOM.
PANEL
WIDTH TYP.
PER
TABLES 1-3
a
90,
PANEL
TYPE
'AS'
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
PANEL
TYPE
'K'
MAX. UNIT
MAX. HEIGHT
DLO PER
/
HEIGHT TABLES
1-3
a
X
EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
� SILICONE
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
KLI-LKLNUL I L5 I KtNUK I J: r I L-bt -I /, bf )Ub & M1W
JR 1 04105117 1 C I NO CHANGES THIS SHEET.
Drawn By: Date: Checked By: Date:
JR 10110114
SILICONE STRUCTURAL
HERS POLYISOBUTYLENE
WITH DESICCANT
#8X1"
PH SMS
EXT. GLASS
STRUCTURAL
SILICONE
1/4" NOM. FOAM
WITH
DESICCANT
EXT. GLASS—\,
INT. GLASS
124 KODISPACE 4SG TIPS
BUTYL &
DESICCANT
FOAM
EXT. GLASS —\
MAX. UNIT WIDTH
INTERIOR
EXTERIOR k M,
dl'
CORNER DETAIL'N2',,
SHEET 19 & CORNER
ANCHORAGE SHEET 11
INTERLOCK DETAIL
'M', SHEET 19
EXTERIOR INTERIOR
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'Gw' &'Gc', SHEETS 12 & 13
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
1 5 SUPER SPACER@NXTTM
ALUMINUM
REINFORCEMENT POLYISO-
BUTYLENE
5/16" NOM.--,-,- SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
INT. GLASS
(126,1 DURASEALO SPACER
DESICCANT FILL AREA
5/16" NOM.
—SILICONE SEAL
—INT. GLASS
XL EDGETMSPACER
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 ANCHORAGE DETAILS / EXAMPLE ELEVATIOI
(941) 480-1600 nue:
CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
Series/Model Scale: Sheet: Dr no No. Rev:
SGD-770 NTS 15 of 22 PGTO130 C
rRODUCT RENEWED
as complying with the Fkmd&
Boiding Code
Acceptance No
Expiration Date t j'
Miami rrodnet CaFAW
11111
r: No.58705 �.
01
+� ' TATE t= 4
S�' oRIDi �N
A. LYNk MILLI Ek"�.E.
P.E.# 58705
INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
CONFIG. EXAMPLES � V, SHEET 19
_ OPERABLE JAMB DETAIL'G3', SHEET 18;
, INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13
/FIXED JAMB DETAIL'G2', T�ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18;
,SHEET 18; INSTALLATION ETAILS 'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS 'Aw' & 'Ac',
DETAILS'Gw' &'Gc', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 137 SHEETS 12 & 13
SHEETS 12 & 13 - / 90' \
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
'D'
'A'
/
NOM.
PANEL
/
/
WIDTH TYP.
MAX.
PER
SEE
TABLES 1-3
21—
HEIGOHT
SHED TE15
a
a
o
X
,�E FRAME &
.,
MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX
DETAILS SHEET 15 2-TRACK
i
MAX.
UNIT
HEIGHT
PER
TABLES
1-3
i
SILL DETAIL
'D', SHEET
18;
INSTALL
DETAILS
'Dw' & 'Dc',
SHEETS 12
&13
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13
PANEL
TYPE
'A'
MAX.
DLO
HEIGHT
a
X
PANEL
TYPE
'CS'
NOM.
PANEL
WIDTH TYP,
PER
TABLES 1-3
a
X
MAX.
DLO
W I DT!
TYP.
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'Gw' &'Gc', SHEETS 12 & 13
m
PANEL
PANEL
m
�
�
TYPE
TYKE
° INTERLOCK DETAIL
10S,
MAX.
M', SHEET 19
/
UNIT'
HEIGHT
90' OUTSIDE CORNER
PER
DETAIL'N1', SHEET 19 &
SEE
TABLES
CORNER ANCHORAGE
NOTE 2,
011-3
/-SHEET 11
MAX. UNIT WIDTH
SHEET 15
EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS 'L1' & INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS 'Iw' &
L2, SHEET 19� lz1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13-
� � HEADER DETAIL
JAMB DETAIL'H2', SHEET P- HOOK DETAIL'J' &'K', SHEET B', SHEET 18;
INSTALLATION
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw',
'Hw' & 'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 DETAILS 'Bw' & 'Bc/
SHEETS 12 & 133
MAX
HEI
P
TAE
MAX. UNI I WIU I H
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
'M'
'F'
UNIT
NOM.
GHT
ER
PANEL
WIDTH TYP.
3LES
MAX.
SEE
PER
-3
DLO
NOTE 21
TABLES 1-3
HEIGHT
SHEET 15
a
o
X
X
EXAMPLE: OXXXp
(3-TRACK, RIGHT POCKET)
SILL DETAIL'E', SHEET 18;
INSTALLATION DETAILS
'Ew' &'Ec', SHEETS 12 & 13
JAMB DETAIL'12', SHEET 18; INSTALLATION
DETAILS'Iw&'Ic', SHEETS 12 & 13
MAX. UNI I VVIU I rl
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'M'
'F'
'F'
IF
MA
NOM.
UN
PANEL
I
HEIC
WIDTH TYP.
/
PE
SEE
---NOTE 2,
MAX.
DLO
PER
TABLES 1-3
TABI
1-
SHEET 15
HEIGHT
�\
X
X
LL
I
O
EXAMPLE: XXXO
4-TRACK, BY-PASS
INTERIOR
EX�NOM.PANEL
WIDTH TYP.
PER TABLES
1-3
MAX. UNIT WIDTH
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'Cw' &'Cc', SHEETS 12 & 13
:ia�dF4.1i "i RENEWED
us Coll) plying with the FJOH&
d Sniding Coe
- lei-trzb•o3
X.
IT
;HT
R
_ES
SILL DETAIL'F', SHEET 18;
INSTALLATION DETAILS
'Fw' &'Fc', SHEETS 12 & 13
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OFAUTH. #29296
Description:
EXAMPLE ELEVATIONS
O
Title:
SERIES 770 ALUM. SGD - LM IMPACT
so By.
JR
Date:
04105117
Revisions:
C
NO CHANGES THIS SHEET.
Series/Model:
SGD-770
Scale: �+
I :T`'
Sheet.
16 °, 22
Ora wino No.
PGT0130
wn By:
JR
Date:
10110114
Checked By:
Date:
/%CC lance lde
Expiration Date 2 Z
Byl 5 L%- .,
Miami Dada • 5i— •
No. 58705
CA441
IT31,TZE'
cr y
lopq
Rev. A. Lin N Mill LwM, P.E.
C P.E.# 58705
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
INTERLOCK
SINGLE
INTERLOCK
FIXED
LOCKSTILE
ASTRAGAL
ASTRAGAL
ASTRAGAL
BOX OUT
ASTRAGAL
BOX IN
INT CORNER
90 LOCKSTILE
EXT CORNER
90 LOCKSTILE
EXT CORNER
90 RECEIVER
INT CORNER
90 RECEIVER
EXT CORNER
90 RECEIVER
EXT CORNER
135 RECEIVER
INT CORNER
135 RECEIVER
TYPES
OUT
IN
STILE
W/ HANDLE
BOX OUT
BOX IN
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
#118
W/ HANDLE
W/ HANDLE
W/
#61
#61
#61 :0
#1 20
#61 #118
#61�
C
SINGLE
INTERLOCK
F
PP
K
L
TR
TQ
TC
TA
TV
TW
OUT
(BOX OUT)
SINGLE
INTERLOCK
S
C
C
P
A
C
C
/C
SQ
SC
SA
S V
' n /
S V Y
IN
(BOX OUT
(BOX IN)
FIXED
STILE
RR
R
S
S
FD
FC
FV
FW
(BOX OUT)
(BOX IN)
El
LOCKSTILE
W/ HANDLE
D
M
7
J
(BOX OUT)
(BOX IN)
L1J
�
ASTRAGAL
BOX OUT
/ p
L /�
PANEL NOTES:
W/ HANDLE
(BOX OUT)
1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
ASTRAGAL
^ I
/ V
SIZES & DESIGN PRESSURE.
Q INTERIOR RIGHT OR CROSSED OFF
LL(
BOX IN
LEFT
2. PANEL TYPES NOT SHOWN
J
W/ HANDLE
(BOXIN)
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
EXTERIOR AND ARE NOT AVAILABLE.
STILE
ASTRAGAL
T U
STILE
(n
Box OUT
3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES
LL
ASTRAGAL
(BOX OUT) (BOX OUT)
(#61), CORNER RECEIVER (#118) AND EITHER
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER
STILE/ASTRAGAL REQUIREMENTS.
1 U
Box IN
U
APPLICABLE
ASTRAGALS.
J(BOX
INT CORNER
IN) (B
4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES
LOCKSTILE
R T
Cl
(#61) AND CORNER ADDON (#31).
J
z
W/ HANDLE #120
EXT CORNER
232"
SILL RISERS OPTIONS a � .232"
90 LOCKSTILE
W/ HANDLE #119
EXT CORNER #61
90 RECEIVER
Q T
QS
-�{ '232
EXTERIOR I
a
•232" EXTERIORrRi)IJE %`C RENEWED
EXTERIOR EXTERIOR 062" a 062 as complying with the Fkkd&
4.055"
a Buiding Code
W/ HANDLE #118
INT CORNER #61
CT
CS
a
1.567"
a 2.555"062" 3.305" Acceptance Nn (`7"(«r• 03
Expiration Date 22e2�
a
90 RECEIVER /�
W/ HANDLE
A T
A S
DF
.062 By rsti� . �� �+
— MiBpdQaie Cj4W
L #118
EXT CORNER #118
CF
FLAT*
18*
ISER,1 L24AT HIGILLRI4 ER, FLAT
FLAT 22
20
90 RECEIVER
FSILL LUSHISER,
LOWRIISIER;
MEDIUM,
#61
EXT CORNER #3��
135 RECEIVER
1 /
T
1 /
S
' /
F
—� f, .750"
—� 750"
EXTERIOR
W/ HANDLE #61
V
V
V
EXTERIOR
750"
EXTERIOR .062"
EXTERIOR
INT CORNER #31
35 RECEIVER
W T
WS
WF
as a
.062"
.906" PP .062" a 4.055"
3.305"!!vx
W/ HANDLE #61
7
.062" 2.555" ! 7 /
a
19* SILL RISER, BOJ*
21 SILL RISER, BOX 23 SILL RISER, BOX 25 SILL RISER, BOX _ No. 58705
O O a HIGH, 4"
FLUSH, 1-1/2"
LOW, 2-1/2" MEDIUM, 3-114"
* NOT VALID
ti zZ
FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 � - '• 1 44ja
. S ATE F �!
1070 TECHNOLOGY DRIVE Description: j F�
N. VENICE, FL 34275 , t Or�►DA
PANEL TYPES ' �S • n• • • .... �� \.`
(941) 480-1600 ��! O { 00
Revsd By:
Date: Revisions:
CERT. OFAUTH. #29296
Title:
SERIES 770 ALUM. SGD - LM IMPACT / lA�� I I
JR
04105117 C NO CHANGES THIS SHEET.
Serles/Modes scale: sneer Drawing N°. Rev: A. LYNN MILLER, P.E.
Drawn By:
JR
Date: Checked By: Date:
10/10/14
® I
SGD-770 NTS 17 22 PGT0130 C P.E.# 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
106 FULL LENGTH
14 OF JAMB
60 OR 61 _
DE
G1
2-TRACK JAMB
6" LONG
CLIP #105
105
@
W/ RETAINER #106
113
MID
(SHOWN WITH
FIXED PANEL TO
Lr7 5
THE INTERIOR)
15EXTERIOR
60OR61
107EXTERIOR
FULL PANEL JAMB LENGTH
60 OR 61 105
LOCK PART
14 75 & 107-110
E 60OR61
G3 16
2-TRACK JAMB
(SHOWN 5 SEE DETAIL G1
WITH FOR FIXED
OPERABLE PANEL CLIP
PANEL) 80
LOCK PART SEE DETAIL G2
113 75 & 107-110 103 PAOR FIXED
I E P
123 FULL LENGTH G2
0
G4
16
�i ' �
60 OR 61
17
I—�
#10 X 3/4"
SMS, X 3
�
OF JAMB 2-TRACK JAMB
AMB
EXTERIOR
EXTERIOR
�L,EXTERIOR
EXTERIOR ��//CLIP
#80 OR #105
W/SCREEN6"
LONG
@ so
�I
W/ RETAINER #123
(SHOWN WITH
:4112
3-TRACK JAMB
�E (SHOWN WITH
3-TRACK JAMB
D 2 (SHOWN WITH
e
4-TRACK JAMB 4-TRACK JAMB
IE (SHOWN WITH DI2 WN WITH
MIDSPAN
FIXED PANEL TO
OPERABLE PANEL)
FIXED PANEL TO
FIXED PANEL TOeOPERABLE PANEL)
THE EXTERIOR)
EXTERIOR
THE EXTERIOR)
THE INTERIOR)
EXTERIOR
EXTEF
G
SHOWN WITH DE 2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXT
14
EXTERI
a
(0)2-TRACK W/SCREEN
D FRAME SILL
* ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
E 3-TRACK
B FRAME HEAD
DE 3-TRACK
E FRAME SILL
EXT
DE 4-TRACK
FRAME HEAD
DE 4-TRACK
F FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES 1-3
1070 TECHNOLOGY DRIVE Description.
N. VENICE, FL 34275 VERTICAL SECTION DETAILS
(941) 480-1600 Title-
w5d By: Date: Revisions: CERT OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
TSeries/ModeC Scale: Sheet. Drawing No. Rev:
awn By: Date: Checked By: Date:
JR 10110114 SGD-770 NTS 18 0/ 22 PGT0130 C
rRODUCT RENEWED
as complying with the F10* c
Quilling Code , _ ,
Acceptance No
Expiration Date "I
By
e iaw Oahe
: No.58705
77
'40RION
A.ILYN�J IMILLLR P.E.
P.E.# 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
60OR61
ID EXTERIOR
P-HOOK FOR FLAT SILLS
E (EXT. OR INT. MOUNT)
E STANDARD ASTRAGAL #67
L1 WITH STANDARD STILES #60
60OR61
aEXTERIOR
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
DE P-HOOK FOR BOX SILLS
K EXT. MOUNT ONLY
EXTERIOR
a
(a HEAVY-DUTY ASTRAGAL #68
L2 WITH HEAVY-DUTY STILES #61
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
DE 135° OUTSIDE CORNER
01 2-TRACK SHOWN
JR 1 04105117 C I NO CHANGES THIS SHEET.
inn By: I Date: Checked By: Date:
JR 10110114
4 INTERIOR
e90' OUTSIDE CORNER DE 90° INSIDE CORNER
N1 2-TRACK SHOWN N2 2-TRACK SHOWN
aINTERIOR
31 LOCK PART
75 & 107-110
5
4 INTERIOR
IE
11
7 135°
14 �Dg 32 103
EXTERIOR 61
11 5
7 DE 135' INSIDE CORNER
02 2-TRACK SHOWN
It\ITFRI(1R
S
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 HORIZONTAL SECTION DETAILS, CORNERS
(941) 480-1600 Tdle:
CERT OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
Series/Model Scale: Shee(. Drawing No. Rev:
SGD-770 NTS 19 01 22 PGTO130 C
60OR61
EXTERIOR
ID
60 OR 61'
DE INTERLOCK
M
" ITEM #61 (HEAVY-DUTY
STILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
rR01YUCT RENEWED
as complying with the %lorw
Buiding Code _ (i Z • 03
AcceptNo �
Expiration
Uate
"antiQade fW Gorbr�R
``\�1111!111/I
• V%GENSF
_ No. 58705
3 ATE OF �J
i � • cLOR1ON
/II!111111
A. LYNN MILLER, P.E.
P.E.# 58705
Item
DWGT#
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, 2-112"
21
17318
617318
SILL RISER - BOX, LOW, 2-1/2"
22
17355
617355
SILL RISER - FLAT. MEDIUM, 3-1/4"
23
17354
617354
SILL RISER -BOX MEDIUM. 3-1i4"
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
112" X 4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5
55
1726
1" X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/ 5
JR 1 04105117 1 C I NO CHANGES THIS SHEET.
wn By: I Date: Checked By: Date.:
JR 10110114
Item
DWGT#
J
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
710X34PPSDAX
#10 X 3/4" 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 1-112"
115
710XPPT
#10 X 1"
116
720XlX
#14-20 X 1" S.S.
117
720X112X
#14-20 X 1-112" S.S.
118
17336
617336
90 DEGREE CORNER RECEIVER
119
17337
617337
90 DEGREE OUTSIDE CORNER ASTRAGAL
120
17338
1 6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
1 617352
IFIXED 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.
rRODUCT RENEWED
as comPiYing with the
i3niding Code Acceptance Na I /a�
—lI n-03
)Expiration Date_
BY.
(faiansli DwdC CO�Ct
�IlII;1
No.58705 _
1070 TECHNOLOGY DRIVE Description: �j i J izu\
N. VENICE, FL 34275 PARTS LIST N
(941) 480-1600 rne: �j/ � ORI�i `�C"'
CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT /'101NIAL
Sehes/Modet Scale: Sheet. Drawing No. l7evr A LY`t� MILLLR, P.E.
SGD-770 NTS 20 -, 22 PGTO130 C P.E.# 58705
5.069" 8.562" -1 i1 1.36" 1--- 0 1 '16„ If
0•"" ' 1 2-1 KAUK HLAU
�(6063-T6 AL)
11"
0'v U2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
7.105"
0.081" -� O3 3-TRACK HEAD
(6063-T6 AL)
0.081 "
9.142"
O4-TRACK HEAD
(6063-T6 AL)
�I 1.514" f
1.260"
0.060"
OFRAME HEAD/JAMB SCREEN
ADD -ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
JR 1 04105117 C I NO CHANGES THIS SHEET.
Drawn BY: Date: Checked BY: Date:
JR 10110114
10 4-TRACK SILL
(6063-T6 AL)
11"
1.505"
0.081 "
9
0.(
6.198"
�I 1.872"
0.062" 1.019"
SCREEN f
ao STILE
(6063-T6 AL)
i9"
1.045"
1
1.993" 0.062"
i
SCREEN
45 TOP RAIL
(6063-T6 AL)
_ 2-TRACK JAMB W/
6.221" 15 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
0.875"
1.211" 1.505" 1
iT-FQ
1.36" r
1.993"
i 0.062"
Og 2-TRACK SILL W/ SCREEN TRACK 0.081"
(6063-T6 AL) SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
r0.062"
0.532"
1.516"
FRAME SILL SCREEN
12 ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.0
)5"
Os 3-TRACK SILL
(6063-T6 AL)
)5"
O7 2-TRACK SILL
(6063-T6 AL)
0.060"
0.760"
1 If 1.990" -
GFRAME SILL SCREEN
13 END ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
0.081"
7.105"
16 3-TRACK JAMB
(6063-T6 AL)
14 2-TRACK JAMB
(6063-T6 AL)
17 4-TRACK JAMB
(6063-T6 AL)
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 EXTRUSIONS
(941) 480-1600 rue:
CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
Series/Model Scale: Sheet FPGTO130
No. Rev:SGD-770 NTS 21 et 22 C
YRODUC F RENEWED
as complying with the l eAk
Buiding Code l--1 (2(, •d3
Acceptance No
ExpimI doa Date Z1
By I
Eada�
LYNIVX
4
No.58705
.12
1 �27
`
SATE OF C(��
A. LYNN MILLER. P.E.
P.E.# 58705
0.718" -
0.062" }
0.264 J
OFRAME
SCREW COVER
(6063-T6 AL)
.155"
0.080" /--
.016" i
�{ 0.83"
Im� 0.752"
0.080" f
t-1 3.802"
0.574" 9-2
SILL f 0.075
11 TRACK
(6063-T6 AL)
t 2.30"
0.830"
i .08C
1.974" -tl
- 2.44"
31 135° CORNER
(6063-T6 AL)
s7 STANDARD ASTRAGAL
(6063-T6 AL)
-- 1.003"
1
0.757"
0.050"
105 FIXED
PANEL CLIP
(6063-T6 AL)
550"
0.709"
0.080" -11f f
FIXED PANEL
106 RETAINER, 9/16"
(6063-T6 AL)
32 135' FIXED MOUNT
(6063-T6 AL)
5"
r 0.080"
f L9"
0.863 2
rel
2s P-HOOK
(6063-T6 AL)
2.3041"
1
0.796"
0.062"
P-HOOK MOUNTING f
28 ADAPTOR
(6063-T6 AL)
0.752"
_
0.233" - 0.062" J i
P-HOOK SCREW J
29 COVER 0.080"
(6063-T6 AL)
4!! _
4!! 1
0.062" -� f � f
1.600 0.133" 1.600
1 lq
3.125" �� 1 - 3.125"
68 HEAVY DUTY ASTRAGAL
(6063-T6 AL)
FIXED PANEL
123 RETAINER, 7/8"
(6063-T6 AL)
2.F
so STANDARD STILE 61 HEAVY DUTY STILE
(6063-T6 AL) (6063-T6 AL)
3.802"
3o P-HOOK FOR BOX RISER
(6063-T6 AL)
INTERLOCK
s2 ADAPTER
(6063-T6 AL)
1.888"
4.125" -
1.050" � 1.050" � 1.050"
15" l
0.062" � 1.304" 1
.289 .611 " .485"
.045"
4� f f 45"
3.25" 045" 0
f
69 TOP/BOTTOM RAIL 79 LAZING AD (I G.) 80 BEAD, F XENG 81 BEAD LAZING
(6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL)
1.498"
80" 1
118 90' CORNER RECEIVER
(6063-T6 AL)
4" - r
I
c
0.133" 1.498"
1
5.621 "
119 90' OUTSIDE CORNER ASTRAGAL
(6063-T6 AL)
5.621 " l
1
0.133"
4"
120 90' INSIDE CORNER ASTRAGAL
(6063-T6 AL)
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 EXTRUSIONS
(941) 480-1600 Tile:
sdBy. Date: Revisions: CERT OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
wn By: Date: Checked 8y: Date: ® Series/Mode( Scale: Sheet 7"PGTO130
RevJR 10/10/14 SGD-770 NTS 22 0l 22 C.
0.885"
1.303"
0.325"
0.062" � f
8INTERLOCK
65 SCREW COVER
(6063-T6 AL)
PRODUCT RENEWED
as complying with the Fiori*
Beidiog Code
Acceptance No
Expiration Date zr
,WWM OW Product Cow
w H 1111//
'�` • ' _\CENS6 '
No.58705 =_
(mot. � � • ,�
Q ST TE OF l� r�
///ONAI-
111! t11\\\
A. LYNN MILLER, P.E.
P.E.# 58705