HomeMy WebLinkAboutNotice of AcceptanceMIAWDADE
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/ 900 & 1350 corners —L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130 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 1. 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-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).
1 �t'G7 f • z4q,, k
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-51t' 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.
15t"7 1. Z4`1J"
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-6` 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. 16-11.17.01 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-61' 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 (6th 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. s�G ( Latin k
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 Dowsi1791 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 71h 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. 17-0908.02 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.
15t G7
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
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 El300,
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, ANSUAF&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
TARI P R RFF PIFTAII G ()N RNPFTR A P. Fi
Glass
Type
Description (Listed from Exterior to Interior)
G3
7/16' Laminated: (2) Liles of TiT HS Glass with .090" PVB Intedayer
G3A
9116' Laminated: (2) Lite. of 1/4' HS Glass with .0W PVB Intedayer
G4
7/16" Laminated: (2) Liles of 3116' HS Glass with .09T SG Intedayer
G4A
9116' Laminated: (2) Liles oflW HS Glass with .0W SG Intedayer
G5
1' Laminated I.G.: 3116' T Extedor Cep + 318' Air Space+7116' Laminated; (2) Ules o13116' HS Glass with .09T PVB Intedayer
G5A
1' Laminated LG.: 1W T Extedor Cap + 5116' Air Space+ 7116" Laminated; (2) Liles of 3116' HS Glass with .090° PVB Intedayer
G6
V Laminated I.G.: 3/16• T Exterior Cap + 318" Air Space+ 7116" Laminated; (2) Utes of 3/16' HS Glass with .090° SG Intedayer
G6A
1" Laminated I.G.: 1/4' TExterior .Cap+ 5116' Air Space+ 7116' Laminated; (2) Liles of3116° HS Glass with .090" SG Intedayer
G7
7/16' Laminated: (2) Liles of 3116' ANN Glass with .090°.SG Intedayer
G7A
9116" Laminated: (2) Liles of 1/4' ANN Glass with .090" SG Intedayer
G8
V Laminated I.G.: 3116' T Exterior Cap + 318' Air Spec + 7116' Laminated; (2) Dtes of 31167 ANN Glass with .03T SG Intedayer
G8A
V Laminated I.G.: IW T Exterior Cap + 5116' Air Space + 7116" Laminated; (2) Liles of 3116" ANN Glass with .090° SG Intedayer
"ANN"=ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090' TROSIFOL® PVB BY KURARAY AMERICA, INC.
"SG' _ .090" SENTRYGLASMBY 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 I STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), BTH EDITION
• ASTM E1300-09'
• ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI S100-16
'• AISC 36046
RJR 10326020 I= D _ I UPDATED TO FBC 2020. ANCHOR TYPE TABLE.
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................6-14
DESIGN PRESSURES
6-8
INSTALL DETAILS..............12-14
ELEVATI O N S.....................15.16
PANEL / SILL TYPES.........17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
A VENICE, FL S1276
(941)480-1600
REDISWAT?W *M296
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Min.
Min. O.C.
Distance
Min.
Embedment or
Metal Thickness
#12 183 SMS or
#12 410 SS SMS
(min. of 3 threads
beyond. metal substrate)
All
Southern Pine ( G = 0. 5)
7116"
7/e"
1-318°
6063 T5 Aluminum
3/8"
9116"
0.071" (20 Gs)
A36 Steel
319"
9/16"
0.050'
Gr. 33 Steel Stud
318"
9/16'
0.045" (18 Ge
A
1/4' DeWaIVElco
Aggre-Galor®
All
Concrete (min. 2.22 ksi)
1-1/2'
3"
1-31W
Jamb / P-hook
Filled Block (ASTM C90)
2°
3"
2"
Jamb / P-hook
Hollow Block (ASTM C90)
2°
3-
1-114"
All
Southern Pine (SG = 0.55)
1"
1'
13/8'
B
#12 Steel SMS (Gr. 5)
(min. of 3 threads
beyond metal substrate)
All
Southem Pine (SG = 0.55)
9116,
7/8"M0.045(18Ga)
6063-T5 Aluminum
3/8"
9116"
A36 Steel3/8°
9l16"Gr.
33 Steel Stud
3/8'
9/16"
1/4" Elco UltmCon®
All
Concrete (min. 2.85 ksi)
1"
4'
1318'
Jamb ! P-hook
Hollow Black (ASTM C90)
1"
6°
1-1/4'
C
1W DeWalt
UltraCone +
Head / Sill
I Concrete (min. 3 ksi)
1-5/16'
4'
1318"
Jamb / P-hook
Concrete (min. 3 lost)
1'
4"
1318"
Jamb / P-hook
Hollow Block (ASTM C90)
1'
3"
1-114"
All
Southern Pine (SG = 0.55)
1'
1"
1318°
1/4" Eleo UltMC0nQD
All
Concrete (min. 2.85 ksi)
2-1/2"
4"
1318"
Jamb / P-hook
Filled Block (ASTM C90)
2-1/2"
4'
13/4"
Jamb / P-hook
Hollow Block (ASTM C90)
2-112"
6-
1-1/4"
D
1/4. 4'SS
CreteFlex®
Head / Sill
Concrete (min. 3.35 ksi)
1'
4"
1314"
Jamb / P-hook
Concrete (mini. 3.35 ksi)
1'
6'
1-3/4'DeWaltlUEleo
Jamb / P-hook
Hollow Block (ASTM C90)
2-1/2'
6'
1-1/4"
All
Southern Pine (SG = 0,55)
1'
1"
13/8°
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABUVt,
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 S. 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 I PRODUCT REVISED
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE as complying with the Florida
ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR Building Code
EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. I NOA-No. 20.0429.09
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET. Expiration Date:02/77/2025
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2- THICK. PROPERLY Mlami-Dade Product Control
SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/T' 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. IN' 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 GROAT AND WOOD SUBSTRATE, OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
GENERAL NOTES
SGD•770 I NTS 11 a 22 1 PGTO130
,
`�• gyp............ Nz ,
No. 58705
0, '• TATE OR ki
I,' 10NA1-
A LYNN MILLE2�.
P.E.# 58705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH —I�—►I
NOM. PANEL WIDTH
PER TABLES 1-3
t Jw Jc ;q�
MAX. UNIT t3 1 w & 6
HEIGHT to 1 i' Q 2
PER TABLES 1-3
POCKET i y
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1,3
MAX. UNIT
HEIGHT / tg
PER TABLES 1-3
2-PANEL
CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH Ac NOM. PANEL WIDTH
PER TABLES 1.3 t t t3 PER TABLES 1-3
I t t3
MAX. UNIT t to
HEIGHT
PERTABLES1-3
J
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I
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to t i w'o 7 MAX. UNIT
Ipaa
a to c HEIGHT
Iw�iw PER .
w TABLES 1-3
a POCKET
!.�
I
3-PANEL CONFIGURATIONS
1 13 1 3
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT ),
HEIGHT C
PER TABLES 1-3
m
m
m
5-PANEL CONFIGURATIONS
I JR 1 032520 1 D .I NO CHANGES THIS SHEET. i
REMSTRATIONJIMM
+ Jc Ida
{ a i.0
fo�D
1aa�
POCKET i h
MAX. UNIT WIDTH
CONFIGURATIONS
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "JC', "KHI' 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) 80" & 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
Ww = WOOD OR METAL INSTALLATION
'c"=CONCRETE INSTALLATION
1 SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH -7"
DLO HEIGHT = DOOR UNIT HEIGHT -10.125"
3 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866„
L /-//- I I [ -/// I � � L11-1
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH.
NOM. PANEL WIDTH
PER TABLES 1-3
tg
a'¢o MAX. UNIT
a g HEIGHT 19
w w PER
Y i-t TABLES 1-3
s
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SEE
NOTE
/ 2, THIS
SHEET.
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
EXAMPLE CONFIGURATIONS
SERIES 770 ALUM. SGD - LM IMPACT
sole srre wrow
sGD no NTS 1 2 - 22 PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date.02117/2025
By:_ 1 F4-2 1- C5—.
Miami -Dade Product Control
it ll Ill!
pNY,LYNN ''•,,
��'��;-•''�ICENSF ��CC '.
i1. No.58705 =
TATE F (V
A.'LYNN 1MILLER, P.E.
P.EA 55705
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
NOW. F
PE
MA)
HE
PER TF
MAX. UNIT
HEIGHT,
96" OR 120"
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
6-PANEL CONFIGURATIONS
M14A1V
/ MA&l4 IOC
a
POCKET i H
ANEL WIDTH
TABLES 1-3
IMGHT
♦m
m
m
m
i�E7
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imF7
NOM. PANEL WIDTH
PER TABLES 1-3
I
c 1
4 14
4 14 i to
I
I0E
a
POCKET a
I
7-PANEL CONFIGURATIONS
13 1 13
MAX. UNIT WIDTH
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kd' 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,
"0" = INOPERABLE PANEL,
"p" = POCKET
DETAIL LETTER
x u�' = WOOD OR METAL INSTALLATION
"d' = CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866'
PRODUCT REVISED
as complying with the Florida
Building Code
NU..:. 20-0429.09
Expiration Date: 02/17/2025
BY: 1 su-,
Mlaml-Dade Product Control
1 13
1 13
MAX. UNIT
HEIGHT 1 13
PER TABLES 1-3
19
19
19
19
19
1s
19
9
1e
19 19 19
9 19- 19
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8-PANEL CONFIGURATIONS
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- A No.58705
44/
STATE '
1070 TECHNOLOOYDRIVE
N. VEwQF- FL SMS
EXAMPLE CONFIGURATIONS
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—JR ,0110114 crora °�`
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GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7/16" NOM. 7/16" NOW 1" NOM.
3/16" HS GLASS 3/16" HS GLASS 3/16" HS GLASS
.090" PVB
.0901, PVB .090"'S—G 3116" HS GLASS
3/16" HS GLASS 74 3/16" hS—GLASS 74 3/188TAGLASSSPACE-
-_--\
n
�IIII3/4" NOW EXTERIOR GLASS GLASS 124-127
BITE
A IIIIBITE
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- ,-
7/16" LAMINATED GLASS, TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9116" NOM.
9/16" NOM.
1" NOM.
3/16" HS GLASS
1/4" HS GLASS
1/4" HS GLASS
.090" PVB
.090.,PVB
.090" SG
3/16" HS GLASS
1/4" HS GLASS 74
1 /4" HS GLASS 74
5/16" AIR SPACE 74
r\k
—
114" T GLASS
PRODUCT REVISED
B2
02
as complying with the Florida
'13
Building Code
3/4' NOM.
3/4" NOM.
:UCA-No. 20-0429.09
EXTERIOR GLASS
EXTERIOR GLASS
3/4" NOM.
,z4,�
Expiration Date: .02177/2025
a
a BITE
GLASS
BITE
BITE
Byp
EXTERIOR
Miami -Dade Product Control
9/16" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
II ,
.0 ANY LYNN
GLAZING NOTES:
No.58705 •� =_
"ANN"=ANNEALED
= Q _
"HS" = HEAT STRENGTHENED
"T' = TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
�p '•,
"PVB" _ .090" TROSIFOLR PVB BY KURARAY AMERICA, INC.
1070TECN1IOLOGYMI'ff
N."CA FL 31f276
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GLAZING DETAILS
FTATE o `
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SERIES 770ALUM. SGD - LM IMPACT
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—JR 1w10114
®
crrsnaa,r euk 0— -ft
SGD-770 NTS 4 a 22 PGTO180 D
A LYN�I R. P.E.
P.E.#58705
GLAZING DETAILS
(G6, G6A, G7, G7A, G8 & G8A)
V NOM. 7/16" NOM.
V NOM.
3/16" HS GLASS
3116" ANN GLASS
3/16" ANN GLASS
090" SG
.090" SG
3/16" HS GLASS
.090" SG
3/16" ANN GLASS
3/8" AIR SPACE
74 3116" ANN GLASSVW'NOM.
3/8" AIR SPACE
74
3/16" T GLASS
3/16" T GLASS
—
82
83
83
3/4" NOM. ExTertloR
3GLASS
124-127
124-127
GLASS
BITE
EXTERIOR
BITE
EXTERIOR
a �_
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1" LAMINATED I.G. GLASS, TYPE G6
Fes-• 1" NOM. --I
3/16" HS GLAS
.090" SG
3/16" HS GLAS,
5/16" AIR SPACE
1/4" T GLASS?
7/16" LAMINATED GLASS, TYPE G7
9/16" NOM.
114" ANN GLASS
.090" SG-
7a
1/4"ANNGLASS—
ez
3/4" NOM.
EXTERIOR
GLASS
BITE
3/4" NOM.
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G8
3/W ANN GLAS'
.090" SG
3/16" ANN GLAS!
5/16" AIR SPACE
1/4" T GLASS =
1" NOM.
IN
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79 55
to
I" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE 137A 1" LAMINATED I.G. GLASS, TYPE (38A
PRODUCT REVISED
as complying with the Florida
Building Code
NCA-No. 20-0429.09
3/4" NOM.
Expiration Date: P211 7/2025
GLASS
BITE
By:
Miami -Dade Product Control
LYNN
GLAZING NOTES: _ No. 58705
"ANN" = ANNEALED = _
"HS" = HEAT STRENGTHENED = -D '.
'T' = TEMPERED SEE SHEET 15 FOR SPACER DETAILS.
"PVB" = .090" TROSIFOP PVB BY KURARAY AMERICA, INC. 1070OOYO °i'i1 ` �n '•TATE F (�/��
N.VEMOFEI.34276 GLAZING DETAILS (C ' .F<ORIDP,.
"SG"=.090"SENTRYGLASPBYKURARAYAMERICA,INC. �!/48pq� i S G
• REGISM1701VAOM1�ff-
SERIES 770 ALUM. SGD-LMIMPACT
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JR 032820 D NO CHANGES THIS SHEET. evwua,t mk a ve —W— A. LYIStf Iu�I�CER. P.E.
n JR TdIQ/14Vft SGp•77G NTS 1 22 1 PGTO130 D P.E.95B705
TABLE 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 an 90° or 135° comer units, sea sheet 11
(May be limited by Table 1A)
Door Unit Height
Table applies to Glass Types 3,
gp^
84"
90"
96"
3A, 5, 5A, 7, 7A, 8 & BA and
69.7/6" DLO
73-718" DLO
79 718" DLO
85.7/8" DLO
the Stile/Astragal Types shown
below.
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
B
C
D
A
B
C
D
A
B
I C
I D
Head/Sill
C4+1
C4+
C4+1
C4+1
+
C4+1
C4+1
+1
C4+1
+
+1
+
+1
+
+1
C4+
24"
CILO
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
23„
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
30'
DLO
Jamb
8
8
8
8
8
8
8
8
8.
a
8
8
8
8
8
8
v
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+1
C4+1
C4+1
C4+1
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°
p
Jamb
8
8
8
8
8
8
8
8
8
8
1 8
B
8
B
8
B
a
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+B
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
B
8
8
8
8
8
B
8
8
8
8
B
8
z'
p-hook
8+7
6+7
8+7
6+7
7+8
7+8
7+6
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+B
7+8
Head/Sill
C4+2
04+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
04+2
48'
DLO
Jamb
8
8
8
8
8
8.
B
a
a
8
8
8
10
8
8
B
P-hook
6+7
6+7
6+7
6+7
7+8
7+6
7+8
7+8
7+8
7+8
7+8
7+B
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 2-112" 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.
TABLE 1A.
SIII Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, pet
Sheet 17)
Flush-1-1/2'
see note 3
Low - 2-1/2°
+ 46.67
Medium - 31/4"
+ 60.0
High-4'
+60.0
SEE NOTES 1-3
OH LENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT=
PRODUCT REVISED
DOOR UNIT HEIGHT-10.125"
as complying with the Florida
Building Code
NOA-No. 20-0429.09
PANEL HEIGHT=
Expiration Date:02/17/2025
DOOR UNIT HEIGHT - 1.866"
Miami -Dade Product Control
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-dutyStile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
OutsideComer'-
----
Inside Comer' I I
Outside
Corner
Inside
Corner
Inside
Corner
Outside
Corner
I6V
Part #60 (x2)
Part U60
Part #60
Part 1160 (Stile)
Part #67 (Astragal)
Part #60
Part #62 (Stile)
Part 9118 (Comer
Receiver)
Part #119 (Out.)
Part #120 (in.)
Part 061(Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
Part #61
NO CHANGES THIS SHEET. REGISTRUM I I F( SERIES 770
SGD-770 I NTS 1 6 - 22 1 PGTO130
\\'��ONV CENSF '����,/�i
* :r No.58705
' Q a6 .14/irz
�0 •,• , STATE OF •, �((/`
NAI 0 0%,
A. LYNN MILLER, P.E.
P.E.# 58705
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage an 90' or 135' comer unite, see sheet 11
Maximum DP for all saes: +601.60
(May be limited by Table 2A)
Table applies to Glass Types 4, 4A,
Door Unit
Height
80,
84'
00"
96'
102"
108"
114"
120"
6, 6A, 7, 7A, 5 & 8A and the
Stile/Astragal Types shown below.
69-718" DLO
73-7/6" DLO
79-7/B" DLO
BS• W DLO
91-7/9' DLO
97-7/8' DLO
103.718" DLO
109-7/8" DLO
Anchor Group
AnchorGroup
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A B C D
A B C D
A B C D
A B C D
A B C D
A B C D
A B C D
A B C D
-
C4.1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
04+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1.
C4+1
C4+1
C4+1
C4+1
24
17'HeadlSlll
Jamb
8
8
8
8
8
8
6
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
1010
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
7t8
7+8
7+8
8+9
8+9
B+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
C41+1
C4+1
C4+1
C4+1
C4+1
CA+1
04+1
C4+1
CA+1
CR+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C7+1
30"
Jamb
8
B
B
8
a
B
8
8
a
a
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
DLO
P-Flock
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+9
7+8
7+B
7+8
7+8
7+8
7+B
7+B
7+8
8+9
8+9
8+9
8+9
8+9
8+g
B+9
6+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
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
6
36'
Jamb
B
8
a
8
8
8
8
a
8
B
8
a
8
8
a
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
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CI+1
C4+1
04+1
CA+1
C4+i
04+1
C41+1
CA+1
C4+1
C7+1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1.
04+1
C1+1
C1+1
04+1
CS+1
C5+1
C4+1
C4+1
a
4T
35'
Jamb
B
8
8
8
8
8
B
B
8
8
8
0
8
8
B
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
8+7
7+B
7+8
7+0
7+8
7+8
7+8
7+B
7+8
7+8
7+8
7+8
7+8
8+9
8+9
B+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
8+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
CA+2
C4+2
C4+2
C4+2
C4+2
C5+2
C5+2
C4+2
C4+2
05+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
Z
48.
41
Jamb
9
8
8
8
8
8
8
8
B
8
8
B
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+B
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
B+9
8+g
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
54"
DL
Head/Sill
C4+2
C4+2
04+2
C1+2
C4+2
C4+2
C4+2
CA+2
C4+2
C1+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
Not available in these sizes
Jamb
8
B
8
B
B
8
8
8
10
8
8
a
10
B
8
B
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+B
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
60"
OLO
Head/Sill
C4+2
C4+2
CA+2
C4+2
C4+2
C4+2
CS+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
Jamb
8
B
B
B
B
8
B
B
10
B
B
B_
10
B
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+B
7+8
7+8
7+8
I 7+8
1 7+8
7+B
7+B
7+8
7+B
T+B
rvl� cnnmrl.c vry �alrv� ...........
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 OP 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 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/7
SILL IS NOTAND 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
NOM.'PANEL WIDTH - 7"
DLO HEIGHT=
OH LENGTH 1__ DOOR UNIT HEIGHT-10.125"
H
x
L9 �
= of OH RATIO a 1
x ❑
OH RATIO = OH LENGTH
INSTALLED. SEE NOTES 1-3 OH HEIGHT
nf Cno oA OT rlIRI1CAIC1t1A1C AKIn CLICCTC +R A. +e CrIR ACCCnaRI V r1FTAll R
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
pressure, psi
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
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-dutyStlle
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty5tile
Standard Astragal
OutsideC'""�,
Outside
Corner
Inside
Corner
Inside
Corner
Outside
Inside Comer' 1 I
Corner
Part H61(x2)
Part #61
Part#61
Part #61 (Stile)
Part U67 (Astragal)
Part#61
Part 1161 (Stile)
Part 0118 (Comer
Part #119 (Out.)
Part #120 (In.)
Part 1161 (Stile)
Parts #31 & H32
Part #61
Receiver)
(Corn. & Fxd Mount)
NO
At
4 Mr� 5 IPTrlDPANDANG,
REG1STR4ri0Nd29M SERIES 770
SGD-770
. ovu-un unrnvr
.e oa.eox.
7 d 22 PGTO130
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
as complying with the Florida
Building Cade
NOA-No. 20-0429.09
Expiration Date: 02/1712025
By: I s --•7. I - Lbws.
Mlami-Dade Product Control
1lllllrrr/
. •: No. 58705
11r -
_ a,
%0 , STATE OF
10NAL1
A. LYNN MILLER, P.E.
P.E.S 58705
T 01=3
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90° or 135' caner units, see sheet 11
Maximum DP shown below
(May be limited by Table 3A)
Table applies to Glass lypes 4, 4A,
Door Unit Height
80'
I84"
90"
96°
102'
108°
S. 6A. 7, 7A, 8 & 8A and the
StllerAstragel types shown below.
69 7/8' DLO
I 73.7/8" DLL) I
79-7le' DLO 185.7lB'
DLO
91-7/8" DLO
97-7/8" DLO
Anchor Group
Anchor Group
Anchor Group I
Anchor Group
Anchor Group
Anchor Group
A B C D
A I 8 I C I D
A I B I C I D I
A I B I C I D
A B C D
A B C D
Design Pressure
+/-80.0
f
+!-a2.5 psf
+/-75.0 psf
17"
HeadISOI
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C07+8
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
24"
DLO
Jamb
8
B
8
8
B
8
8
8
8
B
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
8+9
8+9
8+9
8+9
8+9
8+9
B+9
8+9
Design Pressure
+/-90.0 r
+/-82.5 psf
+/-75.0
psf
23"
Head/SIII
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
t
30"
DLO
Jamb
8
8
8
8
8•
8
8
8
10
B
8
8
10
8
8
8
10
10
10
1 10
10
1 10 10
1 10
P,hook
6+7
1 6+7
1 6+7
1 6+7
7+8
17+8
7+8
7+8
7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
17+8
7+B
8+9
8+9
8+9
8+9
8+9
8+9 8+9
1 B+9
Design Pressure
+/-90.0 psf
+/-82.5 psi
+/-75.0 psf
-
29"
Head/SIII
C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 I C4+1 C4+1 1 C4+1 C4+1 1 C4+1 1 C5+1 I C5+1 C4+1 C4+1
C5+1 I C5+1 C4+1 C4+1
C5+1 C5+1 C4+1 C4+1
o_
DU3
Jamb
10
1 8
8
1 8
1 10
1 8
1
1 8
1 8
1 10
1 8
1 8
1 8
1 12
1 10
11111
12
10
10
10
10
10
10
1 10
e
P-hook
6+7
1 6+7
6+7
1 6+7
1 7+8
1 7+8
7+8
7+8
7+8
1 7+8
1 7+8
1 7+8
1 8+9
1 8+9
1 8+9
a+9
8+9
8+9
8+9
0+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
CS+2
C5+2
CS+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
42'
DLO
Jamb
10
B
8
8
10
8
8
B
12
10
8
a
12
10
8
B
12
10
10
10
12
10
10
t0
P-hook
7+8
7+8
7+B
7+8
7+8
7+8
7+8
7+B
8+9
8+9
8+9
8+9
g+9
8+9
8+9
8+9
B+9
8+9
B+9
8+9
8+9
8+9
8+9
8+9
Design Pressure
+/ 90.0 ps/
See Note A ow.
+/-82.5 psf
+/-75.0
pat
41"
HeadISlll
C5+2
C5+2
C4+2
CA+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
�,
DLO
Jamb
10
8
8
8
12
10
8
8
12
10
B
8
14
12
8 8
14
12
10
10
14
10
10
10
P-took
7+8
7+6
7+8
7+8
11+9
8+9
8+9
B+9
8+9
8+9
8+9
8+9
9+10
9+10
+10 9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
NOTE A: +/-90.0 PSF FOR GLASS TYPES 4N@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", 3-114" 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-dutyStile
Heavy-duty5tlle
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
Heavy-dutyStlle
Heavy-duty Stile
Heavy-duty Astragal
e�
Outside C
}�—i�^�'
Insideide Corn r' l l
Outride
Carder
Inside
Corner
Inside
Corner
Outside
Corner
Part 461(x2)
Part #61
Part #61
Part 961(Stile)
Part #68 (Astragal)
Part #61
Part 961(Stile)
Part #118 (Corner
Receiver)
Part #119 (Out.)
part 0120 (In.)
Part 1161(Stlle)
Parts #31 & #32
(Corn. & Fxd Mount)
Part#61
k vladcf Ftstz7sI DPANDANCHORAGE
ferrJ.rSo•reaa '
NO CHANGES THIS SHEET. SERIES 770 ALUM. SGD - LM
SGD•77o I NTS 18 122 1 PGT0130
TABLE 3A:
Sill Height to Max. (+) DP
(Water infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush -l-1/2'
see note 3
Low - 2-11T
+I'Lo
Medium-3-1/4'
High-4"
SEE NOTES 1-3
OH LENGTH
z0 Ilol OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
..A-Mo.
20-0429.09
Expiration Date: 0211 W2025
By. I P-7 I. L/.,"
Miami -Dade Product Control
ttulurrr
LYNN
No. 58705
0 1�
•.• S ATE O
�ONAL.IEC;\`�
A LYNN MILLER, P.E.
P.E.it58705
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF:
SEE "CV'CLUSTER
SEE
JAMB (9) P-HOOK ANCHORS,
,., REQUIRED @ (PERPENDICULAR TO GLASS
UNIT WIDTH DETAILS, SHEET 10
SEE MAX."C5" CLUSTER SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
SPLICE
NOTE,
;• EXTERIOR PLANE) SEE TABLE 2, SHEET 7
DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK
24" MAX. O.C.
THIS
SHEET
POCKETS AND
SEE POCKET 10 P-HOOK
( )
INTERLOCK CLUSTER,SEE
48" NOM. 1
WIDTH DETAILS, SHEET 11 x x _l
• r------- —
JAMB MOUNTING I
_x x x x x x 6" MAX.
x x x f x x x x x x�
• i INSTALLATION, ADAPTER I 6"MAX'
x
(oi-T x x x x x x x x x x x
I xx
l
`, THIS SHEET ANCHORS MIDWAY j I
i L
'o� 3"MAX.
& SHEET 14 BETWEEN P-HOOK
I0i I 4 PAIRS OF
ANCHORS & AT 3" i
—FRAME x ANCHORS
FROM TOP & Is 14" MAX. O.C.
I
101 C0 ANCHORS 96" (TOTAL 8
''• BOTTOM I o
I I o UNIT 21" ANCHORS)
4.051"
' " MAX. TO OPENING I I01
I 0
O HEIGHT O.C. PER JAMB
n o= P-HOOK
EDGE OF POCKET SEE I w a
I i®i
l0� O ANCHORS x x (SEE JAMB
14' MAX. O.C. DETAIL
INSTALLATION I
o} z BELOW)
I
DETAILS'— &'Kc', m I®I
I M 0=P-HOOK
.0
END PANEL SHEET 14 & PART a ®
'J'&W, 1
i MOUNTING x
24" MAX.
ANCHORAGE DETAILS j j j
(2 ANCHORS) SHEET 19 FOR Lo
,0, 3" MAX. ADAPTER x
Ilo}I + ANCHORS
O.C.
i
L-__ -6 -MAX.
P-HOOK _ ---
ANCHORS
_ x
- x x
x x x - - x x x x x x ✓ END PANEL
ANCHORAGE END PANEL
ANCHORAGE
x' x x x x x x x x x x x' 6' MAX. ANCHORAGE (SEE
'"� x' z xx x , x' SKETCH BELOW)
(SEE SKETCH BELOW)
�„ •� " ��+2„ "+2„
CENTERLINE 8"MAX., TYP.
+2 +2' +2" ANCHORAGE ANCHORAGE
ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1
2.04"
24" MAX.
EXAMPLE: 5-PANEL, 2 TRACK, 90" OUTSIDE
CORNER - DXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: Nr
O.C.
48" x 96" NOM. PANELS, ANCHOR GROUP C IN
CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) W SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES:
ANCHORS MAY BE ADDED
48"
NOM.
PANEL
WIDTH
3.5"
aX
EXTERIOR
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.
SEE "C5" CLUSTER
USE SPECIFIED CLUSTER FROM APPROPRIATE
DETAILS, SHEET 10
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
FOR INTERLOCK
STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
"+2"ANCHORAGE
INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
AS NEEDED TO ALIGN THE
FxTERIOR HEAD OR SILL IF A SPLICE
21"
1:5 OCCURS AT THE P-HOOK
MAX.
O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
5.64
Expiration Date: 02/17/2025
By. 2I-G4.n.
6 MAX
_1.e
MiDd P d tC trI
am a e ro uc on o
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 f TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2"ANCHORAGE
REQUIRES SEE "C5" CLUSTER END PANEL ANCHOR PAIR
CENTERLINE CENTERLINE
C6" CLUSTER, SOF
EE DETAILS, SHEET 10 ANCHORAGE
DETAILS, SHEET INTERLOCK FORASTRAGAL� ASTRAGAL (2 ANCHORS)
6' (+
4.051" � I ! --I I� 3.5" I I I MAX I
CENTERLINE "+2"ANCHORAGE_/ CENTERLINE
OF PANEL 3 I OF PANEL 4
SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
I JR 10326/20 I D I NO CHANGES THIS SHEET. I
REGISM4770NP29299
"+2"ANCHORAGES (� CENTERLINE
I OF PANEL 5
& EXAMPLE PLANS
SERIES 770 ALUM. SGD - LM IMPACT
.rwert cols s..e o..roka
scano NTS 9 d 22 PGT0190
�-,\\ -NY LYNN-"''/,
•.........
Q=• � • ' �10ENSF''•
No.58705
zjST'IAr7EOF gv-
F
�''SS �CNAL ��G
A LYN�IIaIILL�R, P.E.
P.E.# 58706
ASTRAGAL OR SPLICE LOCATION
INTERLOCK--4—IF NEEDED
CENTERLINE I
1.75"
W'"'
4"
R .7
2-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION W DIAG. 2 04"
INTERLOCK-1 CONDITION, USE INTERLOCK IF NEEDED 2.04"
CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE
1.75" EXTERIOR 6"DIAG.
7" 7, y 3.6'
—71 21"
W'3.5--
MAX•PxTTRIOF4" 21"
5.64" MAX.
EXTERIOR DIAG' 7,� EXTERIOR O.C.
'I,6" MAX.
v 2-TRACK FRAME HEAD/SILL 2 TRACK FRAME HEAD/SILL f 5.64"
(a) ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK �2-TRACK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6" MAX.
ANCHORS ARE REQUIRED, "C&) ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK—t�IF NEEDED INTERLOCK --I CONDITION, USE
CENTERLINE I CENTERLINE 1 "C6" CLUSTER DETAIL)
3.5"
0
2.04"
Z4..8" 4.08"
I
EXTERIOR 7„ EXT�fE1RIIOR 7„ 4" DIAG. EX
v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK - ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C4') ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK--J--IF NEEDED
CENTERLINE
EXTERIOR
4-TRACK FRAME HEAD/SILL
�ASTRAGALORINTERLOCKORINTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4')
ASTRAGAL OR I (FOR SPLICE
INTERLOCK + CONDITION, USE
CENTERLINE 1 "C6" CLUSTER DETAIL)
--� 3.5" 1---
4"
EXTERIOR
15
4-TRACK FRAME HEAD/SILL
(ch ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
I JR I OW620 I O I NO CHANGES THIS SHEET. I
N. VENCQ FL 3W5
(S paq-7500
REGS7R4770fi#29 8
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-1 IF NEEDED
CENTERLINE 3.5"
Imo— 7"
I
" DIAG.
I
TERIOR15 3.5"
3-TRACK FRAME HEAD/SILL
Ca. ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6'j
..04"
21"
MAX.
O.C.
2.04"
5.64'
6" MAX
I 3-TRACK FRAME JAMB
ANCHOR PAIR
ASTRAGAL OR (FOR SPLICE
INTERLOCK- CONDITION, DO NOT
r:FNTFRI INF USE THIS DETAIL)
i
2.04"
EXTERIOR
,%
.04"
FOR SPLICED
CONDITIONS ONLY:
3.5"
SPLICE LOCATION
�F NEEDED
--►I 3.5" 1--
4 TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6')
WITH & WITHOUT SPLICE CONDITION
I SERIES 770 ALUM. SGD - LM IMPACT I
scD•7To I NTS 110 d 22 I PGT01'30
6" DIAG.
4-TRACK
FRAMEJAMB
ExT� ANCHOR PAIR
ANCHORS MAY BE INSTALLED
EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET 9.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-042.9.09
Expiration Date: 02/17/2025
By;
Miami -Dade Product Control
���NY LYNNM/ .,�.
13
�. No.58705
��3 O :<v�
�0NAL
A. LY'dg UILQR P.E.
REA 58705
2.04"
INTERIOR
01\
6.12"
INTERIOR . ' /!
2.04"
4" DIAG. 6.12"
INTERIOR
EXTERIOR
I I ---I 3.5" 4„
2.04" -I EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "
4.08" -ice
4"
INTERIOR
EXTERIOR I -- 7 \I
°°• 90 CORNER
3-TRACK FRAME HEAD/SILL
I r I-� 3 q
2.04' J F� E'
EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
"INTERIOR
INTERIOR 2*DIAG.
7"
4" DIAG.
6.94'
3.5"
INTERIO 1 °INTERIOR
3.5"
1 °
EXTERIOR
"
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C&I
'1 EXTERIOR
("C6' ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR 6.12"
INTERIOR
4.08"
5.3
EXTERIOR
J ---1 3.5" 14} i
2.04" EXTERIOR\` 4
135° CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "M
INTERIOR
4 08"
4" DIAG.
EXTERIOR \� 8.94"
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
"+1" ANCHOR
7.41",
A•I 3.5"
. 4„
("C6' ANCHOR CLUSTER REQUI
AT ALL 3-TRACK CORNERS)
INTERIOR
2.04"
EXTERIOR
4' INTERIOR 5.88"
7R 90° , 3.5" 135°
4 7,
6.12" j f 4" DIAG. \ V 1 6.12"
2.04" �_— 7 3r 4" 4" DIAG. 3.5"
EXTERIOR � EXTERIOR 4„
90° CORNER 135° CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("CB" ANCHOR CLUSTER REQUIRED ("C8' ANCHOR CLUSTER REQUIR
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS)
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. t070TECHNOLOGYDRIV
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VENICE, FL S1P76
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)480.1600
JR 03R6/10 D NO CHANGES THIS SHEET. REGIS7RATIONE2828B
EXTERIOR
.5„
7"
CENTERLINE
4 OF PANEL
INTERIOR A N "+2" ANCHOR
EXTERIOR
VIEWS
4" DIAG.
2.04"
3.5„
— _ CENTERLINE
(` OF PANEL
"+3" ANCHOR
2.04"
4.08"
EXTERIOR
1 4-
3.5"
2 �„ CENTERLINE
OF PANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
ANCHORAGE EXAMPLE CLUSTERS
SERIES 770 ALUM. SGD - LM IMPACT
® s aam NTS 11 d 22 & PGTO130
"+1"ANCHOR
CENTERLINE
OF PANEL
"+2" ANCHOR
2.04"
4" DIAG.
3.5" I
CENTERLINE
OF PANEL
"+3" ANCHOR
2.i��WCENTERLINE
4" DIAG
.
—OFPANEL 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date:02117/2025
By: _ 1 c --2 1. Gti.
Miami -Dade Product Control
`O 00 LYNN �''%,.
No. 58705
. �% ,20 �;
�0, ST TE F (V`
NAL
A. LY6WM0.LEM,
P.E.d 58705
INSTALLATION DETAILS
EDGE DISTANCE:
"SEESHEET 1
EXTERIOR6"-aMAX.MA
SHIM
SEE TABLE A, -�
SHEET 1
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
ja 2-TRACK FRAME HEAD
"wJ WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP.,SEEANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEEANCHOR
NOTE 5, SHEET
1 (1/4" MAX.)
EXTERIOR I
2-1/1 -
EDGE DISTANCE:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
Ow WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
TYP., SEE ANCHOR —
NOTE 3,SHEET I
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES -
& TABLE A, SHEET 1
EXTERIOR
V 1/4" MAX. SHIM
EMBEDMENT: SEE TABLE A, SHEET I
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1 /16" -
EXTERIOR
aT
1/4"
MAX.
SHIM EXTERIOR
a
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16" -
2X WOOD WOOD ANCHOR TYP.,
METAL TYP.,
SMS ANCHOR TYP.,
TYP., SEE ANCHOR Z SEE ANCHOR NOTES
SEEANCHOR
SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
NOTE 4, SHEET 1
& TABLE A, SHEET 1
Aa 3-TRACK FRAME HEAD
Bw WOOD INSTALLATION
Cw
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.
WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP.,
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES �7 SEEANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 / NOTE 4, SHEET 1
SEE
ANCHOR
SEE
ANCHOR
NOTE 5,
SHEETI
1
NOTE 5,
SHEETIl—.
(1/4" MAX.) -
(1/4" MAX.) ''7}''
EXTERIOR
EXTERIOR 1
EDGE DISTANCE: ��—
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
ga 3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE: 2XWOOD
SEE TABLE A, SHEET 1 TYP.,,SEE ANCHOR
TI NOTE 3, SHEET 1
2-1/16"-
2 TRACK FRAME JAMB
cw WOOD INSTALLATION
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET I
EXTERIOR
V• 1/4" MAX. SHIM rl I- -
3-TRACK FRAME JAMB
\ti_wl WOOD INSTALLATION
I JR 1 0326120 1 D I NO CHANGES THIS SHEET. I
N. VENICE, F134M
(811)18061600
REGIS7R4710N#29298
- DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
DETAILS, SHEETS 10 & 1
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE PRODUCT RF-Vl5FD
TABLE A, SHEET, as complying with the Florida
METAL TYP.,
SEEANCHOR
NOTE 4,SHEET I
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
1/4" MAX. SHIM
4-TRACK
\Lw.1 METAL IN
ANCHORAGE DETAILS
Oft
SERIES 770 ALUM. SGD -
� ere ore
sco-77o NTS 12 d 22
I NBuilding-No. Code
OA 20-0429.09
EDGE DISTANCE: Expiration Date:02/1712025
SEE TABLE A, By; _ I c'—, I. LR,,
SHEET 1 Miami -Dade Product Control
MIN. OF 3
THREADS
BEYONDTHE
METAL
SUBSTRATE
PGT0130
�,�unuln�
Ifi.,�
i
.: No.58705�
1'L
A LYNN MILLER, P.E.
P.ES58705
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE:
CONCRETE CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1
PER TABLE TABLE A, SHEET 1
A, SHEET 1 2-1/16' • PER TABLE 2-1/16" ` PER TABLE 2-1/16"'
A, SHEET 1 _ A, SHEETI
a
EXTERIOR - .>.. •...` ,'. i r
EMBEDMENT: 1/4"RIpRri
1/4" EXTERIORSEE TABLE A, MAX. MAX. (�
SHEETI SHIM a SHIM ` 3
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED iX 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
2-TRACK FRAME HEAD ja 3-TRACK FRAME HEAD
CONCRETE INSTALLATION Bc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A,'SHEET I
SEEANCHOR
NOTE 5, SHEET �J
1 (1/4" MAX.) G
EXTERIOR I
a
NOTES:
T. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
1/4" • DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
SHIM
OR 6" (JAMB) SEE
DETAILS, SHEETS
10 & 11.
PROPERLY SECURED 1X / CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE L SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
ja 4-TRACK FRAME HEAD
cc CONCRETE INSTALLATION
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,' PROPERLY SECURED 1X
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHOR SEEANCHOR
NOTE 5; NOTE 5,
SHEETI SHEET1
_,:._.< 1X' MAX. _:. ..y •.. ,. ..,, r...
_ 1 (1/4" MAX.) _ - ' �' �' 1 ( ) 1
2-1116"
EDGE DISTANCE. C
EXTERIOR I
c' 2-1116'
SEE TABLE A, SHEET 1 PER TABLE
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1
2-TRACK FRAME SILL-
Dc CONCRETE INSTALLATION
EXTERIOR I L;_._
a
2-1/16"
EDGE DISTANCE: EDGE DISTANCE: I
SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
jja 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
CONC.1CMU ANCHOR
TABLE A, SHEET 1 T
TYP., SEE ANCHOR
PROPERLY SECURED
EDGE DISTANCE:
NOTES & TABLE A,
1X WOOD BUCK TYP.,
SEE TABLE A,
SHEETI
SEE ANCHOR NOTE 3, SHEET 1
SHEET 1.
J
CONCCMU ANCHOR
`�
2-1/16" `
PROPERLY SECURED
IX WOOD BUCK TYP., —
TYPSEE ANCHOR .
SEE ANCHOR NOTE 3,
NOTES & TABLE A,
SHEETI
SHEETI
CONCRETE
EXTERIOR ��
OR CMU
EXTERIOR
151/4"
PER TABLE
MAX. SHIM
A, SHEET 1
1/4" MAX. SHIM
da 2-TRACK FRAME
JAMB
3-TRP
Gc CONCRETE/CMU INSTALLATION
He CON(
I JR 1 032620 1 D I NO CHANGES THIS SHEET. I
M#1)480.1600
REGISM47IONAMM
'_t
EDGE DISTANCE:
EDGE DISTANCE: PROPERLY SECURED
SEE TABLE A,
SEE TABLE A, 1X WOOD BUCK TYP.,
SHEET 1
SHEETI SEE ANCHOR NOTE 3,
SHEET 1
2-1l16"
CONCJCMU ANCHOR
:'
2-1/16"
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEETI
CONCRETE
CONCRETE
{
OR CMU
\—OR CMU EXTERIOR
PER TABLE
PER TABLE n_
A, SHEET 1
A, SHEET 1 V
1/4" MAX. SHIM
I�-
JAMB M 4-TRACK
FRAME
JAMB
INSTALLATION Ic CONCRETE/CMU
INSTALLATION
SERIES 770 ALUM. SGD - LM IMPACT
y SG&r70 NTS 3 d 22 o.rm PGT0130
CONCRETE
PER TABLE
A, SHEET 1
PRODUCT REVISED
as complying with the Florida
Building Code
NOn-No. 20.0429.09
Expiration Date: 02/17/2025
By; _ 1 t-7 I. GJ,..,h
Mlamt-Dade Product Control
�unlllrn
sNM��
No. 58705 �•
Q SATEOV •(Q
S 'NNAL
A. LYNN MILLER, P.E.
P.E.# 5B705
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE
TO PREVENT
WOOD FRAMING TABLE A, SHEET 1
P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
O
SEE ANCHOR NOTES
EMBEDMENT:
& TABLE A, SHEET 1
SEE TABLE A,
(ALSO SEE TYP.
SHEET 1
28 ILLUSTRATION, SHEET 9)
D E DISTANCE: SEE
TABLE
A, SHEET 1 EMBEDMENT:
SEE TABLE A,
26
EXTERIOR SHEET 1
PHOOK WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
v P-HOOK
V
CONCRETE OR
& TABLE A, SHEET 1
(ALSO SEE TYP.
2CMU PER TABLE
MIN.
ILLUSTRATION, SHEET 9)
EDGEDGE DISTANCE A, SHEET 1
P-HOOK FOR USE WITH FLAT SILL RISERS
\,LV 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
METAL TYP.,
SEE ANCHOR
P-HOOK MOUNTING
CONCRETE OR
NOTE 4, SHEET 1;
EMBEDMENT: SEE ADAPTER SMS
TABLE A, SHEET 1
CMU PER TABLE -
MIN. OF 3 THREADS
ANCHOR TYP., SEE.
A, SHEET 1
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
28 & TABLE A, SHEET 1
EMBEDMENT:
(ALSO SEE TYP.
ILLUSTRATION,
SEE TABLE A,
EMBEDMENT:
SHEET 9)
SHEET 1
SEE TABLE A,
DG DISTANCE: SEE
SHEET 1
TABLE A, SHEET 1
2.693" MIN.
EDGE
DISTANCE
CONC./CMU
ANCHOR TYP., SEE
26
ANCHOR NOTES &
: A. •
TABLE A, SHEET 1
-1/4" MIN. EDGE DISTANCE
�'.'•f.R
EXTERIOR
'•'�e28
.
V
``
P-HOOK MOUNTING
? '`` '
ADAPTER CONC./CMU
ANCHOR TYP., SEE
`•:•'' ' ti'%` • ". ':r. •'.`. °t �`• ; c'
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A,SHEET 1
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY SILL RISER
de 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
EMBEDMENT: SEE
ADAPTER CONC./CMU
TABLE A, SHEET 1
ANCHOR TYP., SEE
a ..;
ANCHOR NOTES & TABLE
s: • :..
•ir-'�.�::'.
A, SHEET 1
. :.'., ::: •:
'
(ALSO SEE TYP.
:•=
ILLUSTRATION, SHEET 9)
IN. EDGE DISTANCE
P-HOOK SMS ANCHOR TYP.,
J SEE ANCHOR NOTES
EXTERIOR
�
P-HOOK CONC./CMU
ANCHOR TYP., SEE
EXTERIOR
�l
& TABLE A, SHEET 1
ANCHOR NOTES & TABLE'
`�'
(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)
da P-HOOK FOR USE WITH BOX SILL RISERS
P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, #21, #23 OR #25,
Kc PARTS #19. #21, #23 OR #25,
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
NO
N. VENICE FL 04276
(0#i)480.1600
REG1SM4710Na29208
ANCHORAGE DETAILS
SGD-770 I NTS 1 14 d 22 1 PGTO130
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
ALLAPPROVED
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.
as complying with the Florida
Building Cade
NOA-No. 20-0429.09
Expiration Date:92/1712025
By: 1 sw.?, 1- Z,5 " .
Miami -Dade Product Control
�'�..•'' LIGEIJgF'•.I�� %
` * No. 58705
CA , 2-,
%. xo -`4
'�O '• ATE O
S TONAL
A..LYNN MILLER, P.E.
P.E.# 58708
CONFIG. EXAMPLES
HEADER DETAIL W,
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; J
INSTALLATION DETAILS
'DW &'Dd, SHEETS 12 & 13
PANEL CORNER
MAX. UNIT
WIDTH
MAX.
� DLO-
-WIDTH
WIDTH
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
PANEL
PANEL
PANEL
TYPE
TYPE
PANEL
APE
1QS1
'AS.
TYPE
NOM.
MAX. UNIT
MAX'
PANEL
PANEL
/
/
MAX'
HEIGHT
PER
WIDTH TYP
HEIGHT
SEE
HEIGHT
TABLES
NOTE2
TABLES 1-3
1-3
`1
a
b
a
#10 X 1-12"
PH SMS
90"
EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX
FRAME CORNER
DETAIL
Part #
Description
Material
124
Kommerling 4SG TPS Spacer System ,
125
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
126
Quanex Duraseal Spacer
Materials
127
Cardinal XL Edge Spacer
rtcrcnmwc= ieai rcer�rc w:.n �-on i, oyoa a, oaiu
I JR 103Q620 I D I NO CHANGES THIS SHEET. I
SILICONE STRUCTURAL
RS POLYISOSUTYLENE
WITH DESICCANT
EXT. GLASS
X 1"
STRUCTURAL
SILICONE
1/4" NOM. FOAM
WITH
DESICCANT
EXT. GLASS
UNIT WIDTH
EXTERIOR f
9D"
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGE SHEET I1
INTERLOCK DETAIL
'M', SHEET 19
EXTERIOR INTERIOR
JAMB DETAIL'GY, SHEET
18; INSTALLATION DETAILS J
'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 BUM
_I —3116-NOM.
SMS U� PRODUCT REVISED
as complying with the Florida
INT. GLASS INi. GLASS Building Code
NOA-No. 20-0429.09
iza KODISPACE 4SG TPS Izs SUPER SPACER@NXT- 1plratlon Date: 02 I712025
ALUMINUM Miami -Dade Product Control
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
BUTYLENE 5116" NOM.
5/16° NOM. SEAL
BUTYL & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS
EXT. GLASSY iilllr
Wv —INT. GLASS/--INT. GLASS
tz0 DURASEALO SPACER XL EDGETmSPACER
7707EGWOLOGYDRAE
N. —o6 FL 3a27s ANCHORAGE DETAILS /EXAMPLE ELEI
(XI)480.16W aW
REr31S77LtT10NRi9z0B SERIES 770 ALUM. SGD - LM IMPACT
® aieWUfe 9ak mice aa+mw
SGD-770 NTS 1 15 a 22 PG70130
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No. 58705,
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A. LY WMI%LER.P.E.
P.E.# 58705
CONFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
M', SHEET 19 OPERABLE JAMB DETAIL'GT, SHEET 18;
( '^ ; INSTALLATION DETAILS'Gw' &'Ge, SHEETS 12 & 13
IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18;
SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS '����7777 ///���INSTALLATION DETAILS'Aw' &'Ac',
DETAILS'Gw' &'Gc', L2, SHEET 19 'Aw' &'Ad, SHEETS 12 & 137 SHEETS 12 & 13
SHEETS 12 & 13 90^
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
R'
L'
'D'
'A'
NOM.
PANEL
UN
HEIC
WIDTH TYP.
�
PE
MAX.
PER
SEE
TAB[
DLO
TABLES 1-3
NOTE 2,
1
HEIGHT
SHEET 15
0
x
x
MAX. UNIT WIDTH
TYPE
T
HT
SILL DETAIL
ES
'D', SHEET
MAX.
f-
INSTALL
D
DETAILS
HEIGHT
'Dw' &'De,
SHEETS 12
i
&13,
X
PANEL PANEL
TYPE TYPE
'CS' QS'
NOM.
PANEL
DTH TYP.
PER
ISLES 1-3
a
X X
— MAX. UNIT WIDTH -
MAX.
DLO
WIDTH
- TYP.
PANEL
TYPE
,K, MAX.
UNIT
HEIGHT
SEE PER
TABLES
NOTE 2, 1-3
iEET 15
I
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�, ,� INTERLOCK DETAIL'M', SHEET 19 Ic', SHEETS 12 & 13\
1
u HEADER DETAIL
JAMB DETAIL'H2', SHEET P-HOOK DETAIL V &'K', SHEET W, SHEET 18;
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS 'Jw, INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
'Hw' &'He, SHEETS 12 & 13 'Jd, 'Kw' &'KC', SHEET 14 DETAILS'Bw' &'Bd, DETAILS'Iw &'Id, SHEETS 12 & 13
SHEETS 12 & 13 7
MAX
HEI
P
TA
1
TAB
SEE FRAME &
PANELCORNER
CONSTRUCTION
DETAILS SHEET 15
SILL DETAIL'D', SHEET 18;
EXAMPLE: OXXX INSTALLATION DETAILS
(2-TRACK) 'Dv' &'Dd, SHEETS 12 & 13
Imo-- MAX. UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPEL,
j
'R'
,
,M,
F,
I
I
UNIT
NOM.
& I
GHT
ER
PANEL
WIDTH TYP.
z a
1
EXAMPLE: OXXXp SILL DETAIL 'E', SHEET 18;�J
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
Ew' &'EC', SHEETS 12 & 13
�+ MAX. UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
M'
F'
'F'
P.
MA
NOM.
UN
PANEL
HEIC
WIDTH TYP.
PE
SEE
MAX,
PER
TAB[
—NOTE 2,
DLO
TABLES 1-3
1:
SH�.Er�ET 15
HEIGHT
x
x
X
0
JAMB DETAIL'GT, SHEET
18; INSTALLATION DETAILS
'GW &'Gd, SHEETS 12 & 13
1�6 INTERLOCK DETAIL
�'M', SHEET 19
90° OUTSIDE CORNER
DETAIL'Ni', SHEET 19 &
CORNER ANCHORAGE
SHEET 11
INTERIOR
EXTERIOR TINOM. PANEL
WIDTH TYP.
PERTABLES
1-3
UNIT WIDTH
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'Cw' &'Cc', SHEETS 12 & 13
C.
T
HT
2
ES
EXAMPLE: XXXO SILL DETAIL T', SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
Fw' & 7d, SHEETS 12 & 13
N. VEW Fc s�7s EXAMPLE ELEVATIONS
(911)B9.1B00 ntr
NO CHANGES THIS SHEET. REGismATIONA22M SERIES 770 ALUM. SGD - LM IMPACT
I rp��nri
sao•7Tp I MS 1 16 d 22 1 PGTD130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02117/2025
Dy:_1y -7 L.Zl—,
Miami -Dade Product Control
.\" Y LYNIv 4,If
Q�.•.• LICENSE'.,
. ; No. 58705 •�
0;; C SPATE 0 �: `�
s'•F<ORIDP,.•' \��
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P.E.0 58705
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
INTERLOCK
SINGLE
INTERLOCK
FIXED
LOCKSME
ASTRAGAL
ASTRAGAL
ASTRAGAL
BOX OUT
ASTRAGAL
BOX IN
INTCORNR
90 LOCKSTILE
EXTCORNER
90 LOCKSTILE
EXTCORNER
90 RECEIVER
INTCORNR
90 RECEIVER
IXT CORNER35
90 RECEIVER
EXTCORNER
RECEIVER
INTCORNR
35 RECEIVER
TYPES
OUT
IN
STILE
W/ HANDLE
BOX OUT
BOX IN
WI HANDLE
WI HANDLE
W/ HANDLE
WI HANDLE
W/ HANDLE
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WI HANDLUE37
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PANEL NOTES:
W1 HANDLE
(Boxoun
1. SEE DP TABLES 1-3, SHEETS 6.8 FOR PANEL
SIZES & DESIGN PRESSURE.
ASTRAGAL
BOX IN
N
LEFT
AINTERIOR TYPES NOT SHOWN OR CROSSED OFF
4 RIGHT
W
2. PANEL
J
WI HANDLE
IeOX90
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
DMTERIOR ANDARENOTAVAILABLE.
F-
ASTRAGAL
r U
STILE
STILE
BOX Our
3.90° ASTRAGALS TO USE HEAVY-DUTY STILES
�
a=eur) fsax01m
T
(#61), CORNER RECEIVER (#118) AND EITHER
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
STILE/ASTRAGAL REQUIREMENTS. EXTERIOR (#119) OR INTERIOR (#120) CORNER
WASTRAGAL
BOX IN
V
APPLICABLE
ASTRAGALS.
J
man r="
4.135° ASTRAGALS TO USE HEAVY-DUTY STILES
�
I0 LOCKSTILE
so 1.ocKsnLE
RT
CI
(p61) AND CORNER ADDON (#31).
i W/HANDLE
W EXTCORNER120
SILL RISERS
OPTIONS 232"--11--'23r'
z
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QS
Q
a
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861
EXT RNER „ \Q
90 REIVER
W/HENDLE
�T
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232" EXTERIOR
"��• PRODUCT REVISED
II--�� 232" EXTERIOR �RIOR (�-7 •062" as complying with the Florida
IXr�� I .062" �Y Building Code
I 4.055'
3.305" NOA-No. 20-0429.09
1l110
INT CORNER A61
1.567'
2.555"062"
Expiration Date: 02117/2025
I RECENER
A T
Q
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DF
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By; _ I sr•..7 I G b„a
WI HANDLE ��
Miami -Dade Product Control
EXT CORNERts6
90 RECEIVER �+'
CF
SILL RISER FLAT
1n, FLUSH
• SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT
20 LOW, 2-1/2" O MEDIUM, 3-1/4" 24 HIGH, 4"
p11
IXTCORNER �
,35 RECEIVER
VT
VS
VF
-+{ 750'• -� �- •750°
I EXT(E�R'IIOR
WI HANDLE37
NT 135 RCEIV R
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WF
EXTERIOR
a�
EXTERIOR 75D" EXTERIORY.,,,2"062"
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SILL XI'
,9•
SILL SER, BOX SILL
BOX 23
R. BOX No. 50705
21 26
FLUSH 1-1/2"
LOW,SILL
2-S112", MEDIUM. 3-1 4" HIGHR4
• NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6.8 = - oZ0
10707ECHNOLOOYDRNE ml+>< - 0 ••.
+ENICE, FL34275
STATE OF
TYPES4 :s•F. <oRIDa(BH)4804600
nPANEL ..•'G��:
I
REDISnMT10NX19M
SERIES 770 ALUM. SGD - LMIMPACT
NP.E�.R®
rR
5rzo p NO CHANGES THIS SHEET.
�CNNNAfLLtt)�.
AP.E.58705JR
Rawe '
i1b10/14
L•AS 17d PGTO130
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
toe FULL LENGTH
OF JAMB
Gi
2-TRACK JAMB
6" LONG CLIP #105
105 @ W/ RETAINER #106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
1THE INTERIOR)
J.-LEXTERIOR
G2
#t0X3fa•
SMS,X9
123 FULL LENGTH
OFJAMB 2TRACKJAMB
CLIP #80 OR #105
6" LONG
W/ RETAINER #123
@ ao
(SHOWN WITH
MIDSPAN
FIXED PANEL TO
I� 6o OR 81 THE EXTERIOR)
r yEXTERIOR
Nz—
EXTERIOR b3
a
SHOWN WITH 2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERI
a
®2-TRACK W/SCREEN
a FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
13, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
F9:l�Xll
<Y
G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
15
112
40 tkaG4
2TRACKJAMB
51 52 WISCREEN
53
.TL EXTERIOR
108 FULL PANEL JAMB LENGTH
60 OR 61 105
LOCK PART 17
75 & 107-11
SO OR 81
�16 5
SEE DETAIL G1
FOR FIXED
80 PANEL CLIP 75 & 107�-11
SEE DETAIL G2
103 FOR FIXED 5 60 OR 61
PANEL CLIP 103
5
18 17
�LEXTERIOR �TLEXTERIOR60 OR 81 �R EXTERIOR „TLEXTERIOR
3-TRACK JAMB v 3-TRACK JAMB �/4-TRACK JAMB 4-TRACK JAMB
Ht (SHOWN WITH H2 (SHOWN WITH It (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL)%FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
01,
C"
EXTEF
G
3-TRACK
B FRAME HEAD
89
EXTERIOR - EXT
72 OR 73
1�3 AFHI
in,
113
5
42�
3-TRACK
E FRAME SILL
fn7o7EcflNocooraRrvE
N. VFNIC$ Fi.91276
(etfl�eo•feoo
REGISrRtTfoNAMM
4 TRACK MAX. UNIT
C FRAME HEAD HEIGHT PER
TABLES 1-3
462�4-TRACK
F FRAME SILL
SERIES 770 ALUM. SGD - LM IMPACT
sGD•77o NTS 8 d 22 0..o PGTO130
PRODUCT REVISED
as complying with the Florida
Building Cade
NOA-No. 20-0429.09
Expiration Date:02/17/2025
By: _ I t-7 I. Z/--
Miami -Dade Product Control
LY
* No.58705 •�
0� .• STATE
O��NAL CND•`•
A. LYw A'/ILmA' P.E.
P.E.# 56705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
e
STANDARD ASTRAGAL #67
L1 WITH STANDARD STILES #60
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
EXTERIOR
a
ta HEAVY-DUTY ASTRAGAL #68
_LV WITH HEAVY-DUTY STILES #61
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
da 136- OUTSIDE CORNER
Ot 2-TRACK SHOWN
NO CHANGES THIS SHEET.
me
4 INTERIOR
®90.OUTSIDE CORNER ® 90- INSIDE CORNER
N1 2-TRACK SHOWN Nz 2-TRACK SHOWN
Igon
N. V&J= FL 34275
(94t)4e0,16W
REGIS7R4770NRNM
INTERIOR
4 INTERIOR
V EXTERIOR
®135- INSIDE CORNER
2-TRACK SHOWN
INTERIOR
ORIZONTAL SECTION DETAILS, CORI
FRIES 770 ALUM. SGD - LM IMPACT
ana-e sale sn.e
SCD-M NTS 19 d 22 PGT0130
EX OR
V
60 OR 61
INTERLOCK
IV
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.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Data. 02/17/2025
By; I c—, I • L! n�.
Miami -Dade Product Control
t/1111111/
\\\�egX LYidN2j/
LICENSE •'• ���
` tea' •. �
7i No.58705 •'
TATE F
•'•FLORIOP.•'•GN
\\
,/"OIVAL IE\
A LYNN MILLER, P.E.
P.E.058705
TG
Item
PGT#
Dwg.1
PGT#
Description
17306
61730E
2-TRACK HEAD
2
17303
817303
2-TRACK HEAD WITH SCREEN RAIL
3
17309
617309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
5
17314
617314
FRAME SCREW COVER
0
17317
617317
FRAME HEADUAMB 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
1 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,2-11T
22
17355
617355
SILL RISER - FLAT, MEDIUM,3-1/4'
23
17354
617354
SILL RISER -BOX MEDIUM, 3-1/4-
24
17323
617323
SILL RISER - FLAT, HIGH, 4"
25
17320
617320
SILL RISER - BOX HIGH, 4"
26
17333
617333
POCKET P-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28 ..
17334
617334
POCKET P-HOOK MOUNT
29
17335
617335
P-HOOK COVER
30
17348
617348
POCKET P-HOOK FOR BOX RISER
31
17378
617378
135 CORNER
32
17376
617376
135 FIXED MOUNT
ITEMS 40-53 ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL - LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN DOUBLE INTERLOCK
45
4317
612256
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
TABLE 5•
Material
Min. Fy
Min. F.
012 Steel Screw
92 ksl
120 ksl
#121BA Ser w
00 ksl
95 ksl
#12410 Screw
90 ksl
110 ks1
1/4" DeWalllElco Aggre-GalorO
57 ksl
96 ksl
1/4' Elco UltmCon®
155 ksl
177 ksi
1l4" DsWait U11raCon+®
1/4' 410 SS DeWalt/Elco CreteFlex®
148 ksl
127.4.ksl
164 ksl
189.7 ksl
605345 Aluminum
i 16 ksl
22 ksl
A35 Steel
36 ksl
58 ksl
Gr. 33 Steei Stud
33 ksl
45 kst
Item
PGT#
Dwg.47
POT#
Description
668
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER -ST. STL
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
O)m SCREEN ASTRAGAL ADAPTER
51
1692
61692
SCREEN SPLINE-.165"
52
1694
61694
SCREEN SPLINE -.160'
53
61816C20
SCREEN CLOTH
54
1725
112" X4' X1/16' SET. BLOCK, NEOPRENE 85+15
55
1726
P' 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
BTP248
VINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
67
17329
817329
ASTRAGAL
68
17339
817339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-112'X1" XY4' 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
71032XiFPFX
1110.32 X 1" FL SS SCREW W/ TYPE "P TIP
77
7103239
1032 STEEL ZINC U-NUT
79
17357
617357
1" IG BEAD
80
17359
617359
7/16" BEAD / FDO=D PANEL CLIP
81
17360
617360
9116" BEAD
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, 1/2- X 1118- SGL SIDE AOH. TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1696
71696
DUSTPLUG
103
8186
78186X
1" KEEPER
104
653
7SOKEEP
SCREEN LOCK KEEPER
105
17341
617344
EI)PANEL CUP -6'LONG
106
17352
617352
FDED PANEL RETAINER - 9116"
107
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN
10B
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 3W PH. PN. TEK - S.S.
112
1235
67S16
WSTP, .270 X.170 - FIN SEAL
113
1712
64066
.187" X.230' FINSEAL
114
71OX115PPX
#10X1-V2"
115
710XPPT
#IOX1'
116
72OXlX
#14-20 X V S.S.
117
72OXI 12X
#1420 X 1-1/Y S.S.
118
17338
817336
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 718"
n v rnce FL3rz7S PARTS LIST
1#p)49o-150# IFP;::Yrl nr
REGISRVITTGNE2B29B SERIES 770 ALUM. SGD - LM
SGD•770 I NTS 1 20 a 22 1 PGT0130
NOTES:
1) ALL ALUMINUM = 6053-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 3116" MASONRY
ANCHORS Q 24" MAX. O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Explratien Date: 02/17/2025
BY: 1 r --7 1- Ll—"
Miami -Dade Product Control
NI �p u.lvl�l........
�'� .•' uCENgF'•. C� �
�.: No.58705
j0.:
SOT ZAO
; (V
A. LYNN MILLER. P.E.
P.E.# 58705
5.069" I 8.562"
0.060"
LL JLJ
1.505"
1.211"j- j1"A-F9-
J-C�L�J-L� F
0.081" 02-TRACK HEAD 10 4 TRACK SILL
(6063-T6 AL) (6063-T6 AL)
8.198" �j
1.211"
0.081" O2-TRACK HEAD W/ SCREEN TRACK
(6063 T6 AL)
6.526"
0.089,
1.505"
O3-TRACK SILL
(6063 T6 AL)
7.105" 6.221"
-i 0.080"
'rjT, n M
1.211 „ 1.505"
0.081" S3 3-1 RACK HEAD O 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
9.142"
4.49"
I ri
LM n
ff0.0801,
�Ffl 1.2yy11" Fl 1.505"
_L }
0.081" qS4-TRACK HEAD 02-TRACKSILL
(6063-T6 AL) (6063-T6 AL)
--j 1.514" I Fes"
0.062" 0.060"
LEI
1.2�6W
0.532" 0.760"
0.06W 1.516" 1.999,
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
ADD-0N 12 ADD-0N 13 END ADD -ON
(6063 T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS
OR 3116" MASONRY OR 3/16" MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C.
K yFMW- FL S12T5
(8N)att0•l600
NO CHANGES THIS SHEET. REGISMUON09285
18"
2-TRACK JAMB W1
15 SCREEN TRACK
(6063 T6 AL)
i5"
16 3-TRACK JAMB
(6063-T6 AL)
EXTRUSIONS
1,36"
-+{ 1.872"
I-
0.062"
1.019"
0.081"
SCREEN
ao STILE
(6063-T6 AL)
5.069"
-+I 1.045"
1.993"" 0.062"
14 2-TRACK JAMB
qs SCREENS
STOP RAIL
(6063-T6 AL)
(6063-T6 AL)
17 4-TRACK JAMB
(6063-T6 AL)
FRIES 770 ALUM. SGD - LM IMPACT
�wae see sore awrow
sG . NTS 21 d 22 PGT0130
�I r 0.875"
1.993-''
0.067,
0SCREEN
48 BOTTOM RAIL
(606346 AL)
PRODUCT REVISED
as complying with the Florida
Dulldina Code
NOA-No. 20-0429.09
6plratlon Date:02117/2025
Miami -Dade Product Control
LYNNti��'%,:
���•t�.• LIGCNSF'•. �(� �
No.58705
Q STATE F !V`
ZONAL
A. LYNPOLLlf3,' 1
RED 58705
0.718" 0.83"
2.304" 3.802"
0.752" I LI J 0.805"
0.574" 0.796" 1.163"
0.062" 0.080" 0.062" i
P=-1�=====F-
0.264" 0.233" 0 062"
0.075"
OFRAME SILL P-HOOK MOUNTING P HOOK SCREW
5 1 t zs P-HOOK ze 29 3o P-HOOK FOR BOX RISER
SCREWCOVER OTRACK O OADAPTOR OCOVER 0.080"
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
.155" - 2.30" 1.488"
0.080"
0.830"'
080" 1.870"
.016"
1.974"
31 135" CORNER 32 135" FIXED MOUNT
(6063-T6 AL) (6063-T6 AL)
3.979"
0.075"
1.645"
'to.125-
&STANDARD ASTRAGAL
(6063-T6 AL)
1.003"
0.757'
0.050"
tos FIXED
PANEL CLIP
(6063-T6 AL)
550"
0.709"
0.080" �I
BFIXED PANEL
toa RETAINER. 9/16"
(6063-T6 AL)
41.600
" ,
0.062"
j
= 3.125" I
so STANDARD STILE
(6063-T6 AL)
4"
FL
0.133" 1.600
Imo--- E3.126'
et HEAVY DUTY STILE
(6063-T6 AL)
1.739" +j
ITS'.
INTERLOCK
62 ADAPTER
(6063 T6 AL)
F- 4.125"
1.050" 1.050" 01.05011, j�-
1.645" 0.062" 1.304"
289" 611" 485"
.045"
I 3 26' 045"
0.325"
O.D62"
BINTERLOCK
ss SCREW COVER
(6063-T6 AL)
0.281" ---4
1---
6e HEAVY DUTY ASTRAGAL
O
s9 TOP/BOTTOM RAIL 79 GLAZING
BEAD (I.G.)
80 7/16" GLAZING
BEAD. FIXED
et 9/16" GLAZING
PRODUCT REVISED
(6063-T6 AL)
(6063-T6 AL) (6063-T6 AL)
PANEL CLIP
BEAD
(6063-T6 AL)
Bui1 complying oewlth the Florida
(6063 T6 AL)
NOA-No. 20-0429.09
Expiration Date: 02117/2025
1.03"
BY: _ I P-7
4"
5.621"
MlamI-Dade Product Control
0.080�
0.709"
-�1 0.863 F
FIXED PANEL
123 RETAINER. 7/8"
(6063-T6 AL)
NO CHANGES THIS SHEET.
2.8A2.826"
0.133"
1.498" 0.133" 1.498"
80"
5.621" 4„
tzo 90" INSIDE CORNER ASTRAGAL
179 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
9990" CORNER RECEIVER (6063 T6 AL)
(6063 T6 AL)
1070TECHNOLOGVDR&E w.
N. VEMCE, R.31276 EXTRUSIONS
(P111480.1600 „"
REGISMAnON9$6266 SERIES 770 ALUM. SGD - LM IMPACT
s.iswu eur• o../c�n aw:
® SGD-770 MS 22 d 22 PGTO130 I D
LYNN
No.58705
0 '•� STATE OF LC/`
A. L�ti1J fuIILL�R` P.E.
P.E.A 5B705