HomeMy WebLinkAboutAPPROVED SGD770NOAMIAMI-DARE 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 D, titled "Series 770 Alum. SGD - LM Impact", sheets 1
through 22 of 22, dated 10/10/14 and last revised on 04/22/20, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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 # 19-1126.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
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. 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. 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 12/29/09, 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. 09-0826.10)
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 #15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t' 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).
Is�G7 I. L4yn-),,
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 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 "Butacite®
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-5th 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-5t' 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.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 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 04/05/17, 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-611 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 01/19/17, 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. Evidence submitted under previous approval.
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, 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 (61h 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 April 07, 2025.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
E - 3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO130 Rev D, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22
of 22, dated 10/10/14 and last revised on 04/22/20, prepared by manufacturer, signed and sealed
by Anthony 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
along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative
units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2,
PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT
PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A
Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis
Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 7t' Edition
(2020), dated 03/26/20, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04, -09, -12 and -16.
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 letters of conformance to FBC 2020(7th Edition), dated 03/26/20, prepared, signed &
sealed by Lynn Miller, P. E.
G. OTHER
1. This NOA revises NOA #19-1126.03, expiring 02/17/25.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
E-4
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERALNOTES
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. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) REFERENCES: ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO 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 Interlayer
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
V Laminated I.G.: 3/16" 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 Interayer
G8
1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" ANN Glass with .090" SG Interayer
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
"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 RATED FOR LARGE & SMALL
SHEETS 6, 7 & 8 MISSILE IMPACT RESISTANCE
CODES / STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300-09
e ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
e AISI S100-16
• AISC 360-16
JR 1 03126120 1 D I UPDATED TO FBC 2020, ANCHOR TYPE TABLE
JR 1 10110114
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
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C.
Distance
Min.
Embedment or
Metal Thickness
A
#12 18-8 SMS or
#12 410 SS SMS
(min, of 3 threads
beyond metal substrate)
All
Southern Pine (SG = 0.55)
9/16"
7/8"
1-3/8"
6063-T5 Aluminum
3/8"
9/16"
0.071" (20 Ga)
A36 Steel
3/8"
9/16"
0.050"
Gr. 33 Steel Stud
3/8"
9/16"
0.045" (18 Ga)
1/4" De Walt/Elco
Aggre-Gator®
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"
1 3"
1 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
Southern Pine (SG = 0.55)
9/16"
7/8"
1-3/8"
6063-T5 Aluminum
3/8"
9/16"
0.071" (20 Ga)
A36 Steel
3/8"
9/16"
0.050"
Gr. 33 Steel Stud
3/8"
9/16"
0.045" (18 Ga)
1/4" Elco UltraCon®
All
Concrete (min. 2.85 ksi)
1"
4"
1-3/8"
Jamb / P-hook
Hollow Block (ASTM C90)
1"
6"
1-1/4"
C
1/4" DeWalt
UltraCon® +
Head / Sill
Concrete (min. 3 ksi)
1-5/16"
4"
1-3/8"
Jamb / P-hook
Concrete (min. 3 ksi)
1"
4"
1-3/8"
Jamb / P-hook
Hollow Block (ASTM C90)
1"
3"
1-1/4"
All
Southern Pine (SG = 0.55)
1"
1"
1-3/8"
1/4" Elco UltraCon®
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
DeWalt/Elco
CreteFlex®
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
I 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 THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES, SEE TABLE 5, SHEET 20.
4) HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED 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.
1070 TECHNOLOGYDRNE
N. VENICE, FL 34276 GENERAL NOTES AND MAP
(941) 480-1600 nm«
REGISTRAnON#29298 1
SERIES 770 ALUM. SGD - LM IMPACT
TSer10ftfaC I'NTSI'l
I"PGTO130
®SGD-77o a 22 D
No. 58705
Q STATE OF L(7
o�
,/ONAL
A. L1yNm MILLE�� P.E.
P.E.# 58705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH --I MAX. UNIT WIDTH
NOM. PANEL WIDTH NOM. PANEL WIDTH Aw A
PER TABLES 1-3 1 Ag PER TABLES 1-3 1 13
w
12 19 1
Jw Jc I Gc Jw Jc 1 a
MAX. UNIT 13 / 14 14 Iwow 13 19 14 14 1w�w
j Z a Q MAX. UNIT(EWYFc j Z a'
HEIGHT 14 14 1 Q HEIGHT / 19
PER TABLES 1-3 j ti ti PER TABLES 1-3 i Q
io�W Ip�'w
Ia4` 1aa.
POCKET U) POCKET Lu
1-PANEL L 1w 13 2-PANEL
CONFIGURATIONS CONFIGURATIONS 12 13
NOM. PANEL WIDTH
PER TABLES 1-3
Gc
12 -
MAX. UNIT 12 13
HEIGHT
PER TABLES 1-3
MAX. UNIT WIDTH
Aw Ac w c
1 13 12 13
19
19
19
19
19
19
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
MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7"
NOM. PANEL WIDTH Aw Ac w c Cw Cc DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 12 13 12 13 1 13 PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866
-s\ ----I
�
I
Jw Jc
I
1 Q
14 14
c
I o o
MAX. UNIT
14 14
i a
HEIGHT
w�=
PER
TABLES 1-3
IC)
POCKET
w
\.1---1
3-PANEL CONFIGURATIONS w c w Ec
12 13 1 13
NOM. PANEL WIDTH
PER TABLES 1-3
w c
1 13
N11-3 MAX. UNIT HEIGHT
PER TABLES 1-3
MAX. UNIT WIDTH
Aw Ac w Bc Cw
1 13 12 13 12 13
19
19
19
19
19
19
19
19
19
19
19
19
5-PANEL CONFIGURATIONS
JR 1 03126120 1 D I NO CHANGES THIS SHEET.
JR 1 10110114
19
19
19
19
19
19
19
19
19
� I
Jw Jc I
14 1
14 14 I o
Ip�p
IW�=
C) a
POCKET tWi�
i
w c w c w c
1 13 12 13 12 13
1070 TECHNOLOGYDRr
N. VENICE, FL 34275
(941) 480-1800
REGISTRATIONW9298
� I
Jw Jc
14 14 I Q
I
14 14 Ip�p
IZ)QCo
x
°�W
a
POCKET co
4-PANEL CONFIGURATIONS w c w c Fc
1 13 12 13 1 13
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
1
1' 13
w c
1 13
19
MAX. UNIT 2 z
HEIGHT p
�9
PER 19 U
SEE
NOTE
2, THIS
TABLES 1-3 o �
SHEET.
\xtII)fil
19 of
°
EXTERIOR rn
w c
1 13
\\
12 13
� � •' ' ��
CORNER, TYP.
1w 13
e NO.58705
(OUTSIDE CORNER SHOWN,
- -
INSIDE CORNER SIMILAR)
L)�`
- O STATE OF 44j�
��5; '•<o�ti��.. G��'�;�
'r /oNAL
EXAMPLE CONFIGURATIONS
SERIES 770 ALUM. SGD - LM IMPACT
A. LYNN MILLER, P.E.
P.E.# 58705
sew
SGD-770
s
NTS
1 2 of 22
°^a0•
1 PGTO130
R81
0
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
w Gc
QlzNjl3
w c
MAX. UNITIc
1 13
HEIGHT, 1 13
96" OR 120"
NOM. PANEL WIDTH
PER TABLES 1-3
§ffAwAG
MAX. UNIT HEIGHT
PER TABLES 1-3
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
Aw Ac w c w Cc
1 13 12 13 1 13
19
19
19
19
*19
19
/
/
19
19
19
19
*19
I
Jw Jc I
14 14 Q
14 K4 lao�
loco_
I�Qto
IW�w-i
°Q`�-'
a
POCKET co
J' J
6-PANEL CONFIGURATIONS w w c Fc
12 13 12 13 12 13
MAX. UNIT WIDTH
Aw w Bc w
12 13Ac 1 13 1 13
19
19
19
ri IN
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
Jw Jc I
14 14
14 14 lao-T
Ip q
IWIw
z
oQu,
a
POCKET 03
7-PANEL CONFIGURATIONS w c w w Fc
12 13 12 13 1 13
MAX. UNIT WIDTH
NOM. PANEL WIDTH aML
YAc-VBwVQcYQwYQc\
PER TABLES 1-3 12 13 12 13 12 13
Gw
12 13
w c
MAX. UNIT 1 13
HEIGHT 12 13
PER TABLES 1-3
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
I JR 1 03/26/20 1 D I NO CHANGES THIS SHEET.
Gram Br: I Dom: I Ctredced Syl pate:
JR 1 10/10/14
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
x 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"
I
Jw Jc
I
14 14
I Q
Kc
14 14
I
ISO-•
Iowa
I�Qco
IWtiw
QLa
POCKET
I vWi
J'
J
8-PANEL CONFIGURATIONS
w w c w F
1 13 1 13 1 13
1070 TECHNOLOGYDRIW
N. VENICE, FL 34275 EXAMPLE CONFIGURATIONS
(941) 480-1600 n1w
REGISTRA7701V#29296 SERIES 770 ALUM. SGD - LM IMPACT
Rl I s scaw I shoat I a NO.
SGD-770 I NTS 1 3 - 22 I PGTO130 I D
\ \ I I I I I I I I
LY' A( j�f/
Q . ,p I i
No.58705
3 ZC//
S ATE O /V .
/ /ONAL
A. LYNN MILLER, P.E.
P.E.# 58705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7/16" NOW
3/16" HS GLASS
.090" PVB.
3/16" HS GLASS -
EXTERIOR
a
7/16" LAMINATED GLASS. TYPE G3
9/16" NOW
1/4" HS GLASS
.090" PVB
1/4" HS GLASS -
EXTERIOR
a
3/4" NOW
GLASS
BITE
9/16" LAMINATED GLASS, TYPE G3A
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" TROSIFOP PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLAe BY KURARAY AMERICA, INC.
JR I 03/26/20 1 D I NO CHANGES THIS SHEET.
7/16" NOW
3/16" HS GLASS
.090" SG
3/16" HS GLASS -
EXTERIOR U 3/4" NOW
GLASS
BITE
7/16" LAMINATED GLASS, TYPE G4
9/16" NOM.
1/4" HS GLASS
.090" SG.
1/4" HS GLASS-
9/16" LAMINATED GLASS, TYPE G4A
1" NOW
3/16" HS GLASS
.090" PVB
3/16" HS GLASS
3/8" AIR SPACE
3/16" T GLASS----., F\\\
124-1
EXTERIOR
a
3/4" NOM.
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G5
1" NOM.
3/16" HS GLASS
.090" PVB-
3/16" HS GLASS
5/16" AIR SPACE -
1/4" T GLASSY
124-
EXTERIOR
a
3/4" NOW
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G5A
SEE SHEET 15 FOR SPACER DETAILS.
1070 TECHNOLOGYDRIVE
N. VENICE, FL 34275 GLAZING DETAILS
(941) 480-1600 TmW
REGISTRUIONAMN SERIES 770 ALUM. SGD - LM IMPACT
Sit � Sheet Draw*g lam. Rev:
® SGD-77o 3ceNTS 4 a 22 PGT0130 D
4 ��✓�� . • �1C;ENS� �ff��� i
No.58705
V7)�Zlg 6
ATE ok
s/®OVAL
A. LYNER, P.E.
P.E.# 58705
GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A)
1" NOW
3/16" HS GLASS
.090" SG-
3/16" HS GLASS
3/8" AIR SPACE -
3/16" T GLASS --�_
7/16" NOW 1" NOM.
3/16" ANN GLASS
3116" ANN GLASS .090" SG
.090" SG 3116" ANN GLASS
3/16" ANN GLASS 74 3/8" AIR SPACE
� 3/16" T GLASS
EXTERIOR wl 3/4" NOM. ®so 3/4" NOM.
124-127 ^ 124-127
GLASS `-J BITE GLASS
BITE EXTERIOR BITE 3/4 NOM. GLASS
EXTERIOR a
a so —f f
79 79
55 54 55
1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
1" NOM. 9/16" NOW 1" NOM.
3/16" HS GLASS 3/16" ANN GLASS
.090" SG 1/4" ANN GLASS .090" SG
3/16" HS GLASS .090" SG 3/16" ANN GLASS
5/16" AIR SPACEA\. . 74 1/4" ANN GLASS 74 5/16" AIR SPACE 7�
1/4" T GLASS n 1/4" T GLASS
124-1
EXTERIOR
a
3/4" NOM
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G6A
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" .090" TROSIFOL PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLAS' BY KURARAY AMERICA, INC.
03126120 1 D I NO CHANGES THIS SHEET.
EXTERIOR
a
3/4" NOM.
GLASS
BITE
9/16" LAMINATED GLASS, TYPE G7A
124-1
EXTERIOR
a
3/4" NOW
GLASS
BITE
1" LAMINATED I.G. GLASS. TYPE G8A
SEE SHEET 15 FOR SPACER DETAILS.
1070TECHNOLOGYDRIVE D-afp :
N. VENICE FL 84275 GLAZING DETAILS
(941) 480-1600 Tor
REGISTR4110N#29298 SERIES 770 ALUM. SGD - LM IMPACT
Sr�Fx SVtest Ab. Rev:
® SGD-77o NTS 5 .22 PGT0130 ID
®�LYNA; r
OCEN
No. 58705
_v
-22 oZf� 44i
fO t''. STATE F:
A. LYN {all LER` P.E.
P.E.# 58705
TABLE 1:
TABLE 1A:
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° comer 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
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
17"
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
24"
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
S
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
23"
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
30
DLO
v
P-hook
6+7
6+7
6+7
6+7
7+8
1 7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
1 7+8
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„
DLO
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
c�a
d
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
35„
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
DLO
Jamb
8
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
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
41"
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
10
8
8
8
48"
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
1 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"
+ 60.0
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
OH LENGTH I--
1—
C9
_ OOI OH RATIO 2: 1
O
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90° Astragal
Assembly
Lockstile @
90' Astragal
135' Astragal
Assembly
Lockstile @
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
;i��
Inside Corner;[
Outside
Cor
Inside
Corner
Inside
Corner
Outside
Corner
Part #60 (x2)
Part #60
Part #60
Part #60 (Stile)
part #67 (Astragal)
Part #60
Part #61(Stile)
Part #118 (Corner
Receiver)
part #119 (Out.)
part #120 (In.)
Part #61(Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
Part #61
03126120 1 D
1011W14
NO CHANGES THIS SHEET.
1070 TECHNOLOGYDRI
N. VENICE, FL 34275
(941) 480.1600
REGISTR4770N#29296
MW
SERIES 770ALUM. SGD - LM IMPACT
�k snb: 3heat h
SGD-770 NTS 6 122 PGTO130
`1�11RIIt1//I,
,AN LT IVA/ 'r�J
..........
No. 58705
0 STATE OF 1(f
fi/ORIDP ,
�s
W. 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)
For corner astragal anchorage on 90' or 135° comer units, see sheet 11
Maximum DP for all sizes: +60 / -60
(May be limited by Table 2A)
Table applies to Glass Types 4, 4A,
Door Unit Height
80"
84"
90"
96"
102"
108"
114"
120"
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
103-7/8" DLO
109-7/8" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
I B
C
D
A
B
C
D
A
B
C
D
A
B
C I
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
24
17"
Jamb
8
8
8
8
1 8
8
8
8
8
8
8
8
8
8
8
8
1 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+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
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
C4+1
30"
23"
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
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
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
C4+1
36"
29"
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+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
u,
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
C5+1
C5+1
C4+1
C4+1
a
42
Jamb
8
8
8
8
8
8
8
8
8
1 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+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+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
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
0
z
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
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+9
1 8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
54"
47"
DLO
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
Not available in these sizes
Jamb
8
8
8
8
8
8
1 8
8
1 10
1 8
8
1 8
10
1 8
8
8
P-hook
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
7+8
60"
53"
DLO
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
Jamb
8
8
8
8
8
8
8
8
10
8
8
8
10
8
8
8
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
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
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 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 �—�--
0
_ OOI OH RATIO > 1
= p
O
OH RATIO = OH LENGTH
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
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90" Astragal
135' Astragal
Assembly
Lockstile @
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
g
Outside Corner
46�t
Inside Corner
Outside
Corner
Inside
Corner
Inside
Corner
Outside
Corner
07—
IV
T1
—In
Part #61(x2)
Part #61
Part #61
Part #61 (Stile)
Part #67 (Astragal)
Part #61
Part #61 (Stile)
Part #118 (Corner
Receiver)
Part #119 (Out.)
Part #120 (In.)
Part #61(Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
Part #61
I JR 1 03126120 1 D I NO CHANGES THIS SHEET. I
JR 1 10110114
1070 TECHNOLOGY DRIVE °"'
N. VENICE, FL W75 DP AND ANCHORAGE
(941) 480-1600 TXW
REGISTRA7I01V#29286 SERIES 770ALUM. SGD - LM IMPACT
s scd&s*at I D-Aft ft
SGD-770 I NTS 1 7 a 22 1 PGTO130 I D
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
`tt1111t!(1
�o\ t L,iNN����ls�s
\,ICEN
NO. 58705
t'ZP
Q� '. STATE OF lv441\
///// / //O 1A �» \l`ew
��/Iti1110 1\,
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 3A:
TART F 3-
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For corner astragal anchorage on 900 or 135° corner units, see sheet 11 T
Maximum DP shown below
(May be limited by Table 3A)
Table applies to Glass Types 4, 4A,
6, 6A, 7, 7A, 8 & 8A and the
Stile/Astragal types shown below.
Door Unit Height
80"
84"
90"
96"
102"
108"
69 7/8" DLO
73-7/8" DLO
79-7/8" DLO
85-7/9' 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 I C I D
A I B I C I D
A I B C D
A I B I C D
A I B IC 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
24„
DLO
Jamb
8
8
8
8
8
8
8
8
8
8
!7+j8
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
8+9
8+9
8+9
8+9
8+9
8+9
8+9
1 8+9
Design Pressure
+/-90.0 Psf
+I-82.5 psf
+/-75.0 psf
23"
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
I C4+1
I C4+1
I C4+1
C4+1
I C4+1
I C4+1 I
C4+1
I C4+1
I C4+1
I C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
Will
DLO
Jamb
8
8
8
8
8
8
1 8
1 8
1 10
1 8
1 8
1 8
1 10
8
8
8
10
10
10
10
10
10
1 10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 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
Design Pressure
+/-90.0 Psf
+/-82.5 psf
+1-75.0 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
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
1 8+9
8+9
1 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+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+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
8+9
8+9
8+9
8+9
Design Pressure
+/--90.0 Psf
See Note A ow.
+/-82.5 psf
+/-75.0 psf
41"
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
.48"
DLO
Jamb
10
8
8
8
12
10
8
8
12
10
8
8
1 14
12
8
8
14
12
1 10
1 10
14
1 10
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
6+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, A, 6, 6A, 7A, 8 & 8A; +/-87.1 FOR GLASS TYPE 7
NOTES: EXAMPLE ON SHEET 9
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.
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90° Astragal
Assembly
Lockstile @
90' Astragal
135' Astragal
Assembly
Lockstile @
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
Heavy-duty Astragal
Outside Corner
91TCorner
Inside Corner
Outside
Corner
Inside
Inside
Corner
outs ide
Corner
Part #61(x2)
Part #61
Part #61
Part #61 (Stile)
part #68 (Astragal}
Part #61
Part #61 (Stile)
Part #118 (Corner
Receiver)
part #119 (Out.)
part #120 (In.}
Part #61 (Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
Part #61
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"
SEE NOTES 1-3
1070 TECHNOLOGY DRIVE °"
N. VENICE, FL 34275 DP AND ANCHORAGE
(941) 480-1600 .ny,.
idB)r Data: Ravisimm REGIsTRA7701V#29296 SERIES 770 ALUM. SGD — LM IMPACT
JR 03126120 D NO CHANGES THIS SHEET. Sofawslodat lqo*, �y
mW. mete. l�,aared W. Data:
JR 10110114 scD-770 NTS 8 22 PG
T0130 D
OH LENGTH
C9 �
_ OOI OH RATIO >_ 1
= p
O
OH RATIO = OH LENGTH
OH HEIGHT
� ` 1 I I I I I / /
L A!IV
No.53705
STATE D
��lllilfiljll�
A. LYNN MILLER, P.E.
P.E.# 58705
SEE
SPLICE
NOTE,
THIS
SHEET
4.051"
24" MAX.
O.C.
24" MAX.
O.C.
T
48"
NOM.
PANEL
WIDTH
3.5"
NO FRAME "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
SEE "C5" CLUSTER
DETAILS, SHEET 10 FOR
INTERLOCK
JAMB MOUNTING i 6„ Mom' (- x x
INSTALLATION, ADAPTER
THIS SHEET ANCHORS MIDWAY i I 101 3" MAX.
& SHEET 14 BETWEEN P-HOOKANCHORS & AT 3"
FROM TOP & i 14" MAX. O.C.1 i 10
' BOTTOM i j ; 101
8 MAX. TO OPENING i� o I ®I i
EDGE OF POCKET SEE 1 % a 1 1 ° I---�
END PANEL
ANCHORAGE
(2 ANCHORS)
ANCHORAGE
T_ CENTERLINE
OF PANEL 1
MAX. UNIT WIDTH „ „
48" NOM.
PANEL WIDTH
1
INSTALLATION a I 0 14" MAX. O.C.
I o w o1-----�
DETAILS 'Jc' & 'Kc', i ' ®' I
SHEET 14 & PART i m¢ I I° i
DETAILS 'J' & 'K', i 1 j ®j , 101 3" MAX.
SHEET 19 FOR i ° 1-1_®J
P-HOOK L—____6"_MAX.
ANCHORS x x x x X
SEE C5 CLUSTER DETAILS,
REQUIRES "C6" SHEET 10 FOR INTERLOCK
CLUSTER, SEE
DETAILS, SHEET 11
z z /Y x
x = FRAME
C,o
ANCHORS
0
P-HOOK
O®=
ANCHORS
0
M
0 = P-HOOK
MOUNTING
ADAPTER
ANCHORS
END PANEL ' x I x x x x I x
x
xXx
SEE "C5" CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
24" MAX. O.C.
x
6" MAX.
x fx
4 PAIRS OF
x x ANCHORS
96" (TOTAL 8
UNIT 21" MAX. ANCHORS)
HEIGHT O.C. PER JAMB
x x� (SEE JAMB
DETAIL
BELOW)
x
X x J
x X x x xx x x' `�xiEND PANEL
x _ J�
ANCHORAGE ✓ x' x x x X x' X x x 6" MAX. ANCHORAGE (SEE
x
SEE SKETCH BELOW) �„ AN „+2„ SKETCH BEL01/�
( 8" MAX., TYP. +2" +2" '+2" ANCHORAGE
ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
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)
LCENTERLINE OF
ell INTERLOCK
SEE "C5" CLUSTER
DETAILS, SHEET 10
FORINTERLOCK
"+2" ANCHORAGE
ANCHORAGE EXAMPLE NOTES:
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
HEAD & SILL: 8" MAX. FROM FRAME CORNERS.
USE SPECIFIED CLUSTER FROM APPROPRIATE
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
.NU NANtL ANUHUK tAGtt I IUN, (.'+V ANUMUKAht UNL
CLUSTER TO BE —
24" O.C. OR LESS
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.
"+2" ANCHORAGE
-
REQUIRES
SEE "C5" CLUSTER
CENTERLINE
CENTERLINE
END PANEL
`
)
"C6" CLUSTER, SEE
DETAILS, SHEET 11
DETAILS, SHEET 10
—OF
INTERLOCK FOR ASTRAGAL
�OASTRAGAL
ANCHORAGE-
(2 ANCHORS)
4.051"
I
3.5"
•
•
•
•
•.
a -_ , r 0/
11
or
EXTERIOR I CENTERLINE
"+2" ANCHORAGE CENTERLINE
OF PANEL 4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
1070 TECHNOLOGY DRIVE
N. VENICE, FL W75
(941) 480-1600
Md ey: Dai: Re +,x REGISTRATION #29296
JR 03126120 D NO CHANGES THIS SHEET.
mnW. Dates Chedk3d Dwr
JR 10110114
1
2.04"
6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
21-1 `✓ OCCURS AT THE P-HOOK.
"+2" ANCHORAGE—/ CENTERLINE
I OF PANEL 5
Dowrtdm
ANCHORAGE SPACING & EXAMPLE PLANS
Tft
SERIES 770 ALUM. SGD - LM IMPACT
sue: scab srre.r Dr&wft Pb R.,
SGD-770 NTS 9 of 22 PGTO130 D
r
No. 58705
CA
44IZ
STATE OF lV e
e
DIAL A. LYwIkWR, P.E.
P.E.# 58705
ASTRAGAL OR SPLICE LOCATION
INTERLOCK- —IF NEEDED
CENTERLINE I
EXTERIOR
ID
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
V
3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR 1�.SPLICE LOCATION
INTERLOCK-m-I IF NEEDED
CENTERLINE 1
I
EXTERIOR
15
4-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
03126120 D NO CHANGES THIS SHEET
JR 1 10110114
ASTRAGAL OR
INTERLOCK�I
CENTERLINE I
(FOR SPLICE
CONDITION, USE
"C6" CLUSTER DETAIL)
4"'
EXTERIOR 4" DIAG.
N5
EXTERIOR
V
4"
2-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK--t'IF NEEDED 2.04"
(`CBITCDI Mir -
EXTERIOR
ID
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE i "C6" CLUSTER DETAIL)
3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR
INTERLOCK -
CENTERLINE
EXTERIOR
ID
2-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE I—, ,
rr—
B"
EXTERIOR
V
(FOR SPLICE
CONDITION, USE
"C6" CLUSTER DETAIL)
4-TRACK FRAME HEAD/SILL
�a ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
1070 TECHNOLOGYDRi
N. VENICE, FL 34275
(.941) 480-1600
REGISTRATION #29296
2.04"
3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
21"
MAX.
O.C.
EXTERIOR
-
2.04"
6" DIAG.
4" 21 " L
5.64" MAX.
O.C.
6" MAX.
5.64"
-2-TRAC K
FRAME JAMB 6" MAX.
ANCHOR PAIR
t4-TRACK
6" DIAG. FRAME JAMB
EXTERIOR
'-✓ ANCHOR PAIR
2.04
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT,
MAX. TRACK (INT. SHOWN)
O.C. I
4"
ASTRAGAL OR (FOR SPLICE
INTERLOCK- CONDITION, DO NOT
('I=NTFRI IMF USE THIS DETAIL)
EXTERIOR
V
5.64"
6" MAX.
3-TRACK FRAME JAMB
AN(`.F-IC1R PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
TIF NEEDED
4-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
EXAMPLE CLUSTERS
SERIES 770 ALUM. SGD - LM IMPACT
%&*& kd*t I'NTSI'10
I"PGTO130
SGD-77o 122
1z
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET 9.
No.53705
ATE OF
A. LyI I mILLER1P.E.
P.E.# 58705
2.04" -
INTERIOR
6.12"
INTERIOR
2.04" -
INTERIOR
4" DIAG. 0-N
6.12"
INTERIOR
1 1 <
90
EXTERIOR
I I ----4 3,5" 4"
2.04 J EXTERIOR
900 CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4"
4.08
INTERIOR
INTERIOR
4.08"
411
7"
2.04" EXTERIOR
900 CORNER
2-TRACK FRAME HEAD/SILL
14" DIAG.
7" ,- \
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
EXTERIOR
3.5" 1 INTERIOR
7"
3.5 411
EXTERIOR N \>
900 CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR / 6.12"
/� —►I 2.04"
4.08"
INTERIOR( 2.04"
8.94" C \
EXTERIOR
2.04"
1350 CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4"
EXTERIOR 7" 4"
1350 CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
'\EXTERIOR::
INTERIOR
INTERIOR .�
_... _. ,
6.12"
6.12"
INTERIOR
Z
2.04" —� 1 L:7-71
3.5—�-� 4"4"DIAG. —�3.5"EXTERIOR EXTERIOR 4
900 CORNER 1350 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.
1070 TECHNOLOGY DRIV
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
N. VENICE, FL 34275
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
I941/4801600
RMW er. veto: RoyWom,
REGISTRATION #29296
JR 03126120 D NO CHANGES THIS SHEET,
DrawnW. Dam: awdmd By. ow:
JR 10110114
4.08"
1.5
7"
EXTERIOR
4 ON
INTERIOR ALL
EXTERIOR
VIEWS
2.04"
\ 6.12"
i
2.04 L
5 4.08"
7" EXTERIOR 7—
EXTERIOR 8.94"
1350 CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
WMNVA�jra:[o7 7
OF PANEL
"+2" ANCHOR
CENTERLINE
OF PANEL
"+3" ANCHOR
I 3.5" —� I �OF
2.04" NTERLINE PANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
+1" ANCHOR
0
CENTERLINE
OF PANEL
"+2" ANCHOR
2.04" 0
0 4" DIAG.
3.5"
CENTERLINE
OF PANEL
l "+3" ANCHOR
1
2.04" 4" DIAG.
3.5"
7"
CENTERLINE
OF PANEL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
ANCHORAGE, EXAMPLE CLUSTERS
Txw
SERIES 770 ALUM. SGD - LM IMPACT
suer scene: srr o, rro jRw-
SGD-770 NTS 11 0r 22 PGT0130 D
oV LYN/V
No. 58705
02—
�3
TVEF�(7(V
tt` ' '<ORIaP
r is •..... •' ('j �
S/.IIQNAL E
A. L AIMILLEk2 O.E.
P.E.# 58705
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR 2-1/16" * 1/4"
a o MAX.
SHIM
EMBEDMENT:
SEE TABLE A,
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.) r
EXTERIOR
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
~I SEE TABLE A, SHEET 1
EXTERIOR
a
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
2-1 /16" *
1/4"
MAX.
SHIM
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
Bw
3-TRACK FRAME HEAD
WOOD INSTALLATION
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1
ANCHOR
NOTE 5,
SHEET 1
>.; (1/4" MAX).. y::a
EXTERIOR
2-1 /16"
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 =
V 1/4" MAX. SHIM
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
2-1 /16" *
E 2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
EDGE DISTANCE:
SEE TABLE A, SHEET 1
—►I- 2-1 /16" *
EXTERIOR
a
METAL TYP.,
SEE ANCHOR
NOTE 4, SHEET 1
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1 SEE
pl ANCHOR
II NOTE 5,
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
6E 3-TRACK FRAME SILL
Ew 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 =
10, 1/4" MAX. SHIM
1 SHEET 1
1 (1/4" MAX.)
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
2-1 /16" *
4a 3-TRACK FRAME JAMB
Hw WOOD INSTALLATION
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600 1 Mn
I JR 1 03126120 I D I NO CHANGES THIS SHEET I
JR 1 10110114
REGISTRATION #29296
EXTERIOR III
�2-1/16"
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(s 4-TRACK FRAME HEAD
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
E 4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
METAL TYP., SHEET 1
SEE ANCHOR
NOTE 4, SHEET 1
2-1 /16" *
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
"----MIN. OF 3
THREADS
EXTERIOR BEYOND THE
METAL
ID A�L�--j SUBSTRATE
1/4" MAX. SHIM -®- I-m-
E 4-TRACK FRAME JAMB
Iw METAL INSTALLATION
ANCHORAGE DETAILS
Tmw
SERIES 770 ALUM. SGD - LM IMPACT
.Swlw#&det Scale, SAeat f. Rer. Ore»*p
SGI-77o NTS 12 22 PGT0130 1 D
* 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
No
ATE O�
r
f4� LOf21Cii .•'{�N
' AIII\\�\
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1
CONCRETE EDGE DISTANCE: SEE EDGE DISTANCE:
TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1
PER TABLE
2-1/16" * PER TABLE 2-1/16"
A, SHEET 1 A, SHEET 1
EXTERIOR "r ' f • <<
1
CONCRETE
PER TABLE
A, SHEET 1
EMBEDMENT: 1/4" EXTERIOR 1/41' EXTER
SEE TABLE A, MAX. 11 a Fj I MAX. /I -
SHEET 1 SHIM SHIM �r
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
5 2-TRACK FRAME HEAD
CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET
1 (1/4" MAX.) r
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
03-TRACK FRAME HEAD
Bc CONCRETE INSTALLATION
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,
r� SHEET 1�
EXTERIOR
2-1 /161
EDGE DISTANCE: CONCRETE
SEE TABLE A, SHEET 1 PER TABLE
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1
2-TRACK FRAME SILL
Dc CONCRETE INSTALLATION
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1
SEE ANCHOR
NOTE 5,
r—� SHEET 1
1 (1/4" MAX.)
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 -
0 Ec 3-TRACK FRAME SILL
CONCRETE INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
~� SEE TABLE A, SHEET 1
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
4 * DIAGONAL O.C. IS
MAX. MIN 4" (HEAD & SILL)
SHIM OR 6" (JAMB) SEE
DETAILS, SHEETS
10 & 11.
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
E 4-TRACK FRAME HEAD
Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A, SHEET 1 7 ANCHOR NOTE 3, SHEET 1
EXTERIOR
2-1 /16"
CONCRETE EDGE DISTANCE:
PER TABLE SEE TABLE A, SHEET 1
A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
4-TRACK FRAME SILL
Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 `ie.
EMBEDMENT: SEE
TABLE A, SHEET 1 �)
EDGE DISTANCE:
EMBEDMENT: SEE
CONC./CMU ANCHOR
SEE TABLE A,
TABLE A, SHEET 1
~I
TYP., SEE ANCHOR
SHEET 1
PROPERLY SECURED
' �
EDGE DISTANCE:
NOTES & TABLE A,
1X WOOD BUCK TYP.,
SEE TABLE A,
SHEET 1
'
�
2-1/16" *
SEE ANCHOR NOTE 3,
SHEET 1
SHEET 1
CONC./CMU ANCHOR
2-1/16" *
PROPERLY SECURED
TYP., SEE ANCHOR
1X WOOD BUCK TYP.,
NOTES & TABLE A,
:.
SEE ANCHOR NOTE 3,
CONCRETE
SHEET 1
;.;
CONCRETE
SHEET 1l�....':%_OR
CMU
EXTERIOR
OR CMU
EXTERIOR
PER TABLE
ID1/4"
I-t-
PER TABLE
J�L,
A, SHEET 1
MAX. SHIM
-►I
A, SHEET 1
I/ 1/4" MAX. SHIM -�-�
�--
JR 1 03/26/20
10/10/14
(S 2-TRACK FRAME JAMB
CONCRETE/CMU INSTALLATION
NO CHANGES THIS SHEET.
RHC
3-TRACK FRAME JAMB
CONCRETE/CMU INSTALLATION
1070 7ECHNOLOGYDRNE
N. VENICE, F1342T5
(941) 480-1600
REGISTRA770N#29296
PROPERLY SECURED
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3,
SHEET 1
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET 1
EXTERIOR
ID
u
I
EDGE DISTANCE:
SEE TABLE A,
:. SHEET 1
2-1 /16"
CONCRETE
' OR CMU
9 `• PER TABLE
A, SHEET 1
1/4" MAX. SHIM -®--I I-•-
Ic
E 4-TRACK FRAME JAMB
CONCRETE/CMU INSTALLATION
ANCHORAGE DETAILS
SERIES 770 ALUM. SGD - LM IMPACT
SofhwNodat I scdo: I sheer W Rea:
SGD-770 NTS 13 of 22 PGTO130 I D
CONCRETE
PER TABLE
A, SHEET 1
.elltt}Ilt)/t
_e No. a8705
Jr Q SATE O
rrr11 NAL11,��`'
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS
WOOD FRAMING
EMBEDMENT:
SEE TABLE A,
SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1
PHOOK WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
METAL TYP.,
SEE ANCHOR
NOTE 4, SHEET 1;
MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE
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
28 (ALSO SEE TYP.
ILLUSTRATION, SHEET
9)
ED E DISTANCE: SEE
TABLE A, SHEET 1
EMBEDMENT:
SEE TABLE A,
I
EXTERIOR
SHEET 1
P-HOOK
CONCRETE OR
CMU PER TABLE
_ 2.693" MIN.
A, SHEET 1
EDGE DISTANCE
eP-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
EMBEDMENT: SEE P-HOOK MOUNTING
TABLE A, SHEET 1 ADAPTER SMS
ANCHOR TYP., SEE
ANCHOR NOTES
28 &TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION,
SHEET 9)
EDGE DISTANCE: SEE
TABLE A, SHEET 1
2.693" MIN.
EDGE
:^ DISTANCE
EMBEDMENT: SEE
TABLE A, SHEET 1
CONC./CMU
ANCHOR TYP., SEE
ANCHOR NOTES &
TABLE A, SHEET 1
-1/4" MIN. EDGE DISTANCE
•5,
EXTERIOR
'
28
P-HOOK MOUNTING
ADAPTER CONC./CMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
eP-HOOK FOR USE WITH ANY SILL RISER
Jc PARTS #18, #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) EXTERIOR CONDITION
P-HOOK MOUNTING
ADAPTER CONC./CMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
A,SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
1-1/4" MIN. EDGE DISTANCE
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 TABES 1-3,
SHEETS 6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES ANCHOR TYP., SEE n_
& TABLE A, SHEET 1 ANCHOR NOTES & TABLE V
(ALSO SEE TYP. 2.693" MIN. A, SHEET 1 2.693" MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
eP-HOOK FOR USE WITH BOX SILL RISERS e P-HOOK FOR USE WITH BOX SILL RISERS `>
Kw PARTS #19, #21, #23 OR #25, Kc PARTS #19, #21, #23 OR #25, \ GEPl }��✓
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR`
(SEE TABLES 1A, 2A & 3A MOUNT
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY = �c. 3705
�
7EOrlZ
1070TECHNOLOGYDRIVEC
N. VENICE, FL 34275 ANCHORAGE DETAILS
(941)480.1600
Revsd Br.
JR 03/26/20 D NO CHANGES THIS SHEET. REGISTRATIONN9296 SERIES 770 ALUM. SGD — LM IMPACT?n
mew. A. LYNN MILLER, P.E.
RJR i0/10N4 tare ed ® SGD 770 NT.S 14 a 22 PGTO130 P.E.# 58705
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
PANEL
TYPE
'A'
MAX. ,
PANEL
HEIGHT SEE
NOTE 2
#10 X 1-1/2"
PH SMS
MAX. UNIT
WIDTH
MAX.
DLO_
—WIDTH
PANEL
TYPE
'QS'
NOM.
PANEL
WIDTH TYP.
PER
TABLES 1-3
a
90°
PANEL
TYPE
'AS'
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
INTERIOR
EXTERIOR
MAX. UNIT WIDTH
90°
PANEL
CORNER DETAIL'N2',
TYPE
SHEET 19 & CORNER
'K'
ANCHORAGE SHEET 11 '
MAX. UNIT
'
/
MAX. HEIGHT INTERLOCK DETAIL
DLO PER 'M', SHEET 19
HEIGHT TABLES EXTERIOR
INTERIOR
1 1-3
EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
,-, SILICONE
FRAME CORNER
DETAIL
Part #
Description _T
Material
124
Kommerling 4SG TIPS Spacer System
See this
Sheet for
125
Quanex Super Spacer nXT with Hot Melt Butyl
126
Quanex Duraseal Spacer
Materials
127
Cardinal XL Edge Spacer
SILICONE STRUCTURAL
HERS POLYISOBUTYLENE
WITH DESICCANT
#8 X 1"
PH SMS
EXT. GLASS
STRUCTURAL
SILICONE
1/4" NOM. FOAM
WITH
DESICCANT
EXT. GLASS--\,
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.
VZ `—INT. GLASS VZY,,- —INT. GLASS
124 KODISPACE 4SG TPS izs SUPER SPACER@NXTTM
BUTYL &
DESICCANT
FOAM
EXT. GLASS —\
_ALUMINUM
REINFORCEMENT pOLYISO-
BUTYLENE
5/16" NOM. SEAL
ROLL -FORME
STAINLESS STEE
EXT. GLASS
INT. GLASS
126 DURASEAL(DSPACER
DESICCANT FILL AREA
5/16" NOM.
i—SILICONE SEAL
-<( / —INT. GLASS
127 XL EDGE TMSPACER
KLrLKLIVUF I L5 I RLHUR 15; r I L-6(1 (, S9bb & b9/U
1070 TECHNOLOGYDRIVE
N. VEN/CE FL U276 ANCHORAGE DETAILS / EXAMPLE ELEVATIO,
(941) 480-1600 nue:
3dB: Data- ReWsWW REGISMATION W9296 SERIES 770ALUM. SGD - LM IMPACT
JR 03/26/20 D NO CHANGES THIS SHEET.
wn er cne�rcea a . Dam: ® s� seer R gMa Rar.
JR 10110114 sGa77o IVTS 15 d 22 PGT0130 D
1 f A/
sp
No. 58705
C
AxE CU
pfl�dlt,fittt\1�
A. LYNN MILLER, P.E.
P.E.# 58705
CONFIG. EXAMPLES
i
i,
IXED JAMB DETAIL'G2',
-SHEET 18; INSTALLATION L
DETAILS'Gw' &'Gc',
SHEETS 12 & 13
PANEL PANEL
TYPE TYPE
'R' 'L'
NOM.
PANEL
MAX. WIDTH TYP.
DLO PER
,HEIGHT TABLES 1-3
10 a
L SEE FRAME & I
PANELCORNER
CONSTRUCTION
DETAILS SHEET 15
INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
/-'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
ay INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13
ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL 'A', SHEET 18;
DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw' &'Ac',
L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 1SHEETS 12 & 13
,- , 90'
MAX. UNIT WIDTH
EXAMPLE: OXXX
(2-TRACK)
ASTRAGAL DETAILS 'L1' &
L2, SHEET 19
MAX.
DLO
WI DTI
TYP.
PANEL
PANEL
PANEL
TYPE
I
TYPE
TYPE
,K,
ICS,
�QSl
MAX.
UNIT
SILL DETAIL
'D', SHEET
/
NOM.
PANEL
h
/
HEIGHT
PER
18;
MAX.
WIDTH TYP.
SEE
TABLES
INSTALL
DLO
PER
NOTE 2,
1-3
DETAILS
HEIGHT
TABLES 1-3
SHEET 15
'Dw' & 'Dc',
SHEETS 12
&13;IP
X
a
X
X
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'Dw' & 'Dc', SHEETS 12 & 13
114Y. UNIT WIDTV
EXAMPLE: 900 OUTSIDE CORNER - XX/XX (2-TRAC
JAMB DETAIL'11', SHEET 18;
NTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' &
Li INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13
JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw',
'Hw' &'Hc', SHEETS 12 & 13 'Jc','Kw' &'Kc', SHEET 14
EXAMPLE: OXXXp
(3-TRACK, RIGHT POCKET)
JR P 03126120 P D P NO CHANGES THIS SHEET.
10110114
PANEL
TYPE
HEADER DETAIL
'B', SHEET 18;
INSTALLATION
DETAILS 'Bw' & 'Bc',
SHEETS 12 & 13
'F'
J
W �
Lu ti
U�
a°w
SILL DETAIL'E', SHEET 18;-
INSTALLATION DETAILS
'Ew' &'Ec', SHEETS 12 & 13
1070 TECHNOLOGYMVE
N. VENICE, FL 34275
(941) 460.1600
REGISTRATION 09Y96
JAMB DETAIL'12', SHEET 18; INSTALLATION
DETAILS'Iw' &'Ic', SHEETS 12 & 13
EXAMPLE: XXXO
4-TRACK. BY-PASS
SILL DETAIL'F', SHEET 18;
INSTALLATION DETAILS
'Fw' &'Fc', SHEETS 12 & 13
EXAMPLE ELEVATIONS
SERIES 770 ALUM. SGD - LM IMPACT
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'Gw' &'Gc', SHEETS 12 & 13
FA
h P INTERLOCK DETAIL
'M', SHEET 19
900 OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNER ANCHORAGE
SHEET 11
INTERIOR
EXTERIOR NOM. PANEL
WIDTH TYP.
PER TABLES
1-3
MAX. UNIT WIDTH 0-1
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'Cw' &'Cc', SHEETS 12 & 13
SGr6.770 I NTS 1 16 , 22 I PGTO130 I D
r _0 . 4,
�212_ o.
3 VATE O d1!
A. A4IWIIOE'R, P.E.
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
35 RECEIVER
INT CORNER
35 RECEIVER
TYPES
OUT
IN
STILE
W/ HANDLE
BOX OUT
BOX IN
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
n�s
#118
#118
#31
#31
6�1�
#120
#119
#61 #118
#6—EDE 1
#$1/
#61
#61
SINGLE
INTERLOCK
OUT
(eoxoun
SINGLE �--,��
INTERLOCK
/
® ,
IS V
(BOXY
(Boxm)
FIXED
STILE
(soxour)
(soxnv)
LOCKSTILE
W/ HANDLE
D
M AI
mV
(BoxoU7)
(Boxfiv)
W
a-
ASTRAGAL
BOX OUT
L
PANEL NOTES:
>_
W/ HANDLE
(soxour)
1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
�--
ASTRAGAL
BOXIN
N
Q INTERIOR
SIZES & DESIGN PRESSURE.
LEFT
RIGHT
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
W/ HANDLE
(BoxrN)
PANEL
PANEL
�FJCTERIOR
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
AND ARE NOT AVAILABLE.
�---
ASTRAGAL
STILE
STILE
(n
BOX OUT
3.900 ASTRAGALS TO USE HEAVY-DUTY STILES
I I
ASTRAGAL
(Boxour) (aoxour)
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (#61), CORNER RECEIVER (#118) AND EITHER
EXTERIOR (#119) OR INTERIOR (#120) CORNER
APPLICABLE STILE/ASTRAGAL REQUIREMENTS.
W
Box IN
ASTRAGALS.
J
INT CORNER,ONE
(eoxsv) (BoxtN)
4. 135" ASTRAGALS TO USE HEAVY-DUTY STILES
Y)
90 LOCKSTILE k�
KN
::77
(#61) AND CORNER ADDON (#31).
_I
w
W/ HANDLE #120
EXT CORNER
SILL RISERS
OPTIONS
--y r-- .232"
z
90 LOCKSTILE
QT
QS
� .232"
Q
�
W/ HANDLE jqk�
EXT CORNER*#61
90 RECEIVER
90 HANDLE
232
EXTERIOR I
232' EXTERIOR EXTERIOR
EXTERIOR .062"
062" `� 4.055"
to .062" 3.305"
2.555"
INT CORNER #61
1.567"
90 RECEIVER
W/HANDLE
.062"If
#118
EXT CORNER #118
90 RECEIVER
18, SILL RISER FLAT
FLUSH, 1-1/2"
* 20 SILL RISER, FLAT 22 SILL RISER, FLAT 24 SILL RISER, FLAT
GLOW, 2-1/2" OMEDIUM, 3-1/4 OHIGH, 4
#61
EXT CORNER #31
135 RECEIVER
�'' j j''� 750" •750"
I I EXTERIOR
W/ HANDLE 1�1
EXTERIOR
EXTERIOR 750 EXTERIOR
pq
'062"
INT CORNER #31
35 RECEIVER
W/ HANDLE #61
906„ 062" 4.055"
a� a 062 3.305"
062" 2.555"
1.567"
Icy
BOX SILL RISER, BOX
SILL RISER, BOX " •°"
SILL RISER, BOXI*
19�
SILL RISER, 23 25
21 two. 581705 �
FLUSH, 1-1/2"
LOW, 2-1/2" MEDIUM, 3-1/4"
HIGH, 4" _�
* NOT VALID
FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,
SEE SHEETS 6-8 -_ d
.
1070 TECHNOLOGYDRIVE
N. VENICE, FL 34275 PANEL TYPES
fi�
J
10 '. TATE OF 1(f�
� u u
d ` 01 1
Rend Br.
amW R®vWons:
(941) 480-1
REGISTR4770N#29296
mw r
SERIES 770ALUM. SGD - LM IMPACT //ONAL
JR
03126120 0 NO CHANGES THIS SHEET.
SarlosAlodek svroer
n nw R A. LY J�I1MILi��21, P.E.
Dnrm By. Dor Ooc"d . Ooe:
JR 10110114
SGD-770 NITS17 , 22 PGTO130 P.E.# 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
FULL PANEL JAMB LENGTH
OR 61
FULL LENGTH
OF JAMB
600R61 D& E
G1
2-TRACK JAMB
105 6" LONG CLIP #105
W/ RETAINER #106
113 MID PAN (SHOWN WITH
III
5 FIXED PANEL TO
THE INTERIOR)
#10 X 3/4".
SMS, X 3
6" LONG
MIDSPAN
EXTEF
G
EXTERIOR
FULL LENGTH G2
OF JAMB 2-TRACK JAMB
CLIP #80 OR #105
Ir� W/ RETAINER #123
EXTERIOR
(SHOWN WITH
FIXED PANEL TO
THE EXTERIOR)
SHOWN WITH ffi2-TRACKW/SCREEN
OPT. SCREENFRAME HEAD
TRACK
W3I
EXTERI
a
2-TRACK W/SCREEN
FRAME SILL
* ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
5 E
G3
60 OR 61 2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
EXTERIOR
rl 4EXTERIOR
I JR 1 03/26/20 1 1) 1 NO CHANGES THIS SHEET I
JR 1 10110114
E
G4
2-TRACK JAMB
W/ SCREEN
E 3-TRACK
B FRAME HEAD
EXT
E 3-TRACK
E FRAME SILL
MOR61
SEE DETAIL G1
FOR FIXED
PANEL CLIP
SEE DETAIL G2
FOR FIXED
PANEL CLIP
FI
EXTERIOR XTERIOII 61 EXTERIOR EXTERIOR
D
3-TRACK JAMB �/ 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
@(SHOWN WITH 0
(SHOWN WITH li (SHOWN WITH 2 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
E 4-TRACK
FRAME HEAD
F)4-TRACK
FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES 1-3
10707ECHNOLOGYDRIVE Deny
N. VMXE, FL 3C76 VERTICAL SECTION DETAILS
(NI)480-1600 TOW
REGISTR4710N#29M SERIES 770ALUM. SGD - LM IMPACT
sedwAtotte scab: sneer MVA*VNa Rev:
7noT
SGD-770 NTS 1 18 of 22 1 PGTO130 D
.' tSo
N0o 58705
y 2 L) li
` ESTATE F
i '•� OF;iG .•' Nl �
P``////OVAL 'A tti
A. L4f4W M/ LlLlE��, P.E.
P.E.# 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
ID EXTERIOR
P-HOOK FOR FLAT SILLS
.(EXT. OR INT. MOUNT)
0L1E STANDARD ASTRAGAL #67
WITH STANDARD STILES #60
ID EXTERIOR
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
E P-HOOK FOR BOX SILLS
K EXT. MOUNT ONLY
eHEAVY-DUTY ASTRAGAL #68
L2 WITH HEAVY-DUTY STILES #61
EXTERIOR
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
e1350 OUTSIDE CORNER
01 2-TRACK SHOWN
JR 1 03/26/20 1 D I NO CHANGES THIS SHEET.
Br. I Daftcnedwd BA Dam:
JR 1 10110114
e90° OUTSIDE CORNER 900 INSIDE CORNER
N1 2-TRACK SHOWN N2 2-TRACK SHOWN
5
11
7
5
11
7
1070 TECHNOLOGY DR)
N. VENICE, FL 34275
(941) 480-1600
REGISTRATION09296
4 INTERIOR
(51350 INSIDE CORNER
2-TRACK SHOWN
HORIZONTAL SECTION DETAILS, CORNERS
SERIES 770 ALUM. SGD - LM IMPACT
sodat sue: sneer I"'PGTO130
SGD-77o NTS19 22 D
60OR61
EXTERIOR
ID
6 R61
eINTERLOCK
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.
x`III€Mile
f
\GE
No.55705
LZ o 441
STATE F *°
A. LYNN MILLER, P.E.
P.E.# 58705
TARI F d-
Item
PGT
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, 2-1/2"
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
1 617376
1135 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
TART F 5-
Material
Min. Fy
Min. F.
#12 Steel Screw
92 ksi
120 ksi
#12 18-8 Screw
60 ksi
95 ksi
#12 410 Screw
90 ksi
110 ksi
1/4" DeWalt/Elco Aggre-Gator@
57 ksi
96 ksi
114" Elco UltraCor@
155 ksi
177 ksi
1/4" DeWalt UltraCon+®
148 ksi
164 ksi
1/4" 410 SS DeWalt/Elco CreteFlex®
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
JR 1 03/26/20 I D I ADDED BACKBEDDING & MATERIAL PROP, TABLE
DrawnW. I Dahn lChedod". Dato.,
JR 1 10110114
Item
DPWGT#
9
PGT #
Description
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 1/16" SET. BLOCK, NEOPRENE 85 +/-5
55
1726
1" X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5
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-791, 899, 983, 995 OR GE-7700
75
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
71032X1 FPFX
#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
1 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 - 9116"
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
71OX34PPSDAX
#10 X 3/4" PH. PN. TEK - S.S.
112
1235
67S16
WSTP, .270 X. 170 -FIN SEAL
113
1712
64066
A87" X.230" FINSEAL
114
71OX115PPX
#10 X 1-1/2"
115
710XPPT
#10 X 1"
116
720X1X
#14-20 X 1" S.S.
117
720X112X
#14-20 X 1-1/2" S.S.
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"
1070 TECHNOLOGYDRI
N. VENICE, FL 34275
(941) 480-1600
RECIS7RA710N #29296
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.
PARTS LIST
SERIES 770ALUM. SGD - LM IMPACT
sdd: smte: sn�r
s0D6770 NTS 20 ot 22 PGTO130 D
VV�lt`it11,11/
e�AR�tCEN
r
Noy 58705
}SYAE O Cr
///IrIH111 E0
A. LYNN MILLER, P.E.
P.E.# 58705
O 1-1 KAUK HCAU
U (6063-T6 AL)
1"
6.198"
0.081" J O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
7.105"
0.081" O 3-TRACK HEAD
(6063-T6 AL)
9.142"
0.081" J O4 4-TRACK HEAD
(6063-T6 AL)
—�-I 1.514"
1.260"
0.060"
O6 FRAME HEADMAMB SCREEN
ADD -ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
JR 1 03126120 1 D I NO CHANGES THIS SHEET.
JR 1 10110114
1.211"
10 4-TRACK SILL
(6063-T6 AL)
1.211"
f
0.062"
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.C.
O9 3-TRACK SILL
(6063-T6 AL)
O8 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL)
7O2-TRACK SILL
(6063-T6 AL)
0.060"
0.760"
- "1.990.
FRAME SILL SCREEN
13 END ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
15"
15"
15"
15"
0.(
F:1
S2-TRACK JAMB W/
15 SCREEN TRACK
(6063-T6 AL)
0.(
)5"
16 3-TRACK JAMB
(6063-T6 AL)
0.(
14 2-TRACK JAMB
(6063-T6 AL)
17 4-TRACK JAMB
(6063-T6 AL)
7 1.872"
0.062' 1.019"
=:SCREE
4o STILE
(6063-T6 AL)
v
1070 TECHNOLOGY DRIVE
N. VENICE, FL W75 EXTRUSIONS
(941) 480-1800
REGISTRA7I0N#29296 SERIES 770ALUM. SGD - LM IMPACT
® no I'NTSI'21 122 I"PGTO130 I D
1.045"
1.993" 0.062"
SCREEN
45 TOP RAIL
(6063-T6 AL)
TIM,
0.875"
1.993"
0.062"
SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
No. 58705
0 % VTATE OF
A. LYNM rWL'Lk P.,E
P.E.# 58705
0.718"
0.062"
0.264"
OFRAME
SCREW COVER
(6063-T6 AL)
.016"
155"
1 0.83"
�� 3.802"
0.752"
0.574"
0.080" --f
0.075"
OTRACK O
11 SILL 26 P-HOOK
(6063-T6 AL) (6063-T6 AL)
2.30"
0.830"
F- 1.974" -t�
�- 2,44"
39 135' CORNER
(6063-T6 AL)
67 STANDARD ASTRAGAL
(6063-T6 AL)
1.003"
0.757"
0.050
105 FIXED
PANEL CLIP
(6063-T6 AL)
550"
0.709"
0.080"--®-11�j
FIXED PANEL
106 RETAINER, 9/16"
(6063-T6 AL)
K:e
32 1350 FIXED MOUNT
(6063-T6 AL)
5"
[a
68 HEAVY DUTY ASTRAGAL
(6063-T6 AL)
0.080�
0.709" 2 J
-�I 0.863 !+-
FIXED PANEL
123 RETAINER, 7/8"
(6063-T6 AL)
JR 1 03126120 1 D 1 NO CHANGES THIS SHEET.
JR 1 10110114
15"
1..�
Bolt
118 900 CORNER RECEIVER
(6063-T6 AL)
2.304"
0.796"
0.062"
SP-HOOK MOUNTING
2s ADAPTOR
(6063-T6 AL)
cl
6o STANDARD STILE
(6063-T6 AL)
69 TOP/BOTTOM RAIL
(6063-T6 AL)
0.752" -�-{
0,233" -FO.062"
P-HOOK SCREW
29 COVER
(6063-T6 AL)
L
61 HEAVY DUTY STILE
(6063-T6 AL)
1.163"��
0.080"
F0.
1.739"
062" -
3.802"
3o P-HOOK FOR BOX RISER
(6063-T6 AL)
62
INTERLOCK
ADAPTER
(6063-T6 AL)
0,885"
_ 1
1.303"
7 5
1.888"
1
0.325"
0.062" t
BINTERLOCK
65 SCREW COVER
(6063-T6 AL)
1.050" 1.050" 1.050"
14
289' .611" .485"
445"
045" �-�- .045" q �-
7s BEADI (I G) 80 7/16BEAD, XEIDG s� BEAD LAZING
(6063-T6 AL) PANEL CLIP (6063-T6 AL)
119 900 OUTSIDE CORNER ASTRAGAL
(6063-T6 AL)
1070TEC14NOLOGYDRN
N. VENICE, FL 34275
(941) 460.1600
REGISTR47101V#29296
EXTRUSIONS
(6063-T6 AL)
120 90' INSIDE CORNER ASTRAGAL
(6063-T6 AL)
SERIES 770 ALUM. SGD - LM IMPACT
SwiMAWocht s sr m% Rev
SGD-770 NTS 22 22 PGT0130 D
- Pao.58705
01
Z Er
s �TATE 0 W e
A. LR, P.E.
P.E.# 58705