HomeMy WebLinkAboutNOA - Aluminun Sliding Glass doorMIAM -DADS MIAMI-DADS COUNTY
• PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPAR MENT 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 I dustries, Inc.
1070 Technology Drive,
North Yenice, Fl. 34275
is being issued under the applicable rules and regulations governing the use of construction materials. The
This "docentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used i# Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This 110A shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In ami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
produ t or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
mann r, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspe d the use of such product or material within their jurisdiction. RER reserves the right to revoke this
accepre
ce, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet requirements of the applicable building code.
Thisduct is approved as described herein and has been designed to comply with the Florida Building Code,
inclug the High Velocity Hurricane Zone.
DESCRIPTION: SeS riles `,`SGD47W' Aluminum=Sliding Glass Doors w/ 90' & 1350 corners —L.M.I.
AP ROVAL DOCUMENT: Drawing No. PGTO130 Rev D, titled "Series 770 Alum. SGD - LM Impact", sheets 1
thro gh 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.
MI$SILE IMPACT RATING: Large and Small Missile Impact Resistant
1. ax eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
idth per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
imits, applicable Standard or Heavy -Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
aight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements
o be reviewed by Building official.
L BELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
foll wing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in t e 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 his NOA shall be cause for termination and removal of NOA.
VERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
ex iration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
• in 'ts entirety.
• SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
sh 11 be available for inspection at the job site at the request of the Building Official.
T is 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
a proval document mentioned above.
T e submitted documentation was reviewed by Ishaq I. Chanda, P.E.
No 20 04 092 9
CMIAMIj-DWAIDE COUNTY Expi at o ate February 17; 2025 :..
Approval Date:�Octolier,t5" 2020
Page 1
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1.
A. .
B.
C.
0
Evidence submitted under previous approvals under file #15-1013.15
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.
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. 09-082610)
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)
CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5` 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
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
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®
r 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-5" 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/900 &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 05105116, 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-51h 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.
1 s�G7 1. L41nJ..
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-6th Edition (2017),
dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol&
Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance with FBC-6" 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. 1,5t,47
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 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. 17-0808.02 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.
151,-7 1. L4gnk
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
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 El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
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 NOS 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' Lam"oiated: (2) Lites of3116' HS Glass with .09W PVB Intedayer
G3A
9116' Laminated: (2) Utes of 1/4' HS Glass w11h .090° PVB Intedayer
G4
7/16' Laminated: (2) Lites of 3116' HS Glass with .09T SG Intedayer
G4A
9116' Laminated: (2) Utes of 1W HS Glass with .090' SG Wedayer
G5
1" Laminated I.G.: 3116' T Exterior Cap + 3/8' Air Space + 7/16' Laminated; (2) Utes of 3116' HS Glass w@h .090' PVB Intedayer
G5A
1" Laminated LG.: 1/4" T Exterior Cap +5/16' Air Space+ 7/16' Laminated; (2) Utes of 3/16' HS Glass with .090' PVB Intedayer
G6
1" Laminated I.G.: 3116• T Exterior Cap + 3f8' Air Space+7/16' Laminated; (2) Was of 3/16' HS Glass with.090' SG Intedayer
GSA
1" Laminated I.G.: 1/4' T Exterior Cap + 5/16" Air Space+ 7116• laminated; (2) Utes of 3/16' HS Glass with .09T SG Intedayer
G7
7116' Laminated: (2) Lites of 3116' ANN Glass with .090' SG Intedayer
G7A
9116' Laminated: (2) Utes of 114" ANN Glass with .090' SG Intedayer
G8
1" Laminated I.G.: 3/1S' T Exterior Cap + W8' AIr Space+ 7116' Laminated; (2) Utes of 3116" ANN Glass with.090' SG Intedayer
G8A
1" Laminated I.G.: 1W T Exterior Cap + 5116' Air Space+ 7/16' Laminated; (2) Ules cf 3/16" ANN Glass with .090' SG Intedayer
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T'=TEMPERED
"PVB"= 09D'TROSIFOLS PVBBY 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 I STANDARDS USED:
• 2D20 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E13OG-09
• ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISISIOD-16
• AISC 360-16
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................6-14
DESIGN PRESSURES .......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................16,16
PANEL / SILL TYPES.........17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
21.22
I JR 1 0&2WO I D I UPDATED TO FBC2020. ANCHOR TYPE TABLE I
N. VBU M FL 34US
(9lt)430616W
REG1S7M7M 29296
TARI P A -
Anchor
Group
AnehorType
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C.
Distance
Min.
Ernbedmentor
Metal Thickness
A
#12 1" SMS or
#12 410 SS SMS
(min. of 3 threads
beyond metal substrate)
All
Southern Pine (SG = 0.55)
9/16'
7/8'
1-318"
6063-T5 Aluminum
3/8'
9/16"
0.071" (20 Ga)
A36 Steel
318"
9/16"
0.050,
Gr. 33 Steel Stud
31W
9116'
0.045" (16 Ga)
1/4' DeWalt/Elco
Aggre-Gator®
All
Concrete (min. 2.22 ksi)
1-1/2'
3"
13/8'
Jamb! P-hook
Filled Block (ASTM C90)
2'
3"
2"
Jamb / P-hook
I Hollow Block (ASTM 090)
2'
3-
1414"
All
I Southern Pine (SG = 0.55)
1"
1"
13/8'
B
#12 Steel SMS (Gr- 5)
(mid. of 3 threads
beyond metal substrate)
All
Southem Pine (SG = 0.55)
9/16"
7/8"
13/8'
6063-T5 Alteeuminum
3/8'
9/18'
0.071' (20 Ga)
A36 Sl
3/8'
9/16'
0.050,
Gr. 33 Steel Stud
3f8'
9/16'
0.045' (18 Ga)
1/4" Elco UllreCon®
All
Concrete (min. 2.85 ksi)
1"
4"
1-31B'
Jamb / P-hook
Hollow Block (ASTM 090)
1'
6'
1-1/4'
C
114" DeWalt
UltraConG +
Head / Sill
Concrete (min. 3 ksi)
1-5/16"
4'
13/8"
Jamb / P-hook
Concrete (min. 3 ksi)
1."
4-
13/8'
1 Jamb / P-hook
Hollow Block (ASTM C90)
1"
3-
1-1/4'
All
Southern Pine (SG = 0.55)
1"
1'
13/8'
1/4" Elco UltraCorlb
All
Concrete (min. 2.85 ksi)
2-112"
4'
13/8"
Jamb / P-hook
Filled Block (ASTM C90)
2-112"
4'
1314"
Jamb / P-hook
Hallow Block (ASTM C90)
2-112"
6'
1-1/4°
D
1/4' 410 SS
DeWalt/Elco
CreteFlex(D
Head / Sill
Concrete (min. 3.35 ksi)
1'
4"
1314'
Jamb / P-hook
Concrete (min. 3.35 ksi)
1'
6'
13/4'
Jamb / P-hook
Hollow Block (ASTM C90)
2-112'
6'
1-1W
All
Southern Pine (SG = 0.55)
1'
1'
13/9'
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 MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
PRODUCT REVISED
1) FOR CONCRETE/CMU 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.
NOA-No. 20-0429.09
Expiration Date: 02117/2025
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
By- — 1- -'2 1. L41"3.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12" THICK. PROPERLY
Miami -Dade Product Control
SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER
IX 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) METALSUBSTRATE 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, NONMETALLIC GROUT, MAX. 1W 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, 309 FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
GENERAL NOTES AND MAP
SERIES 770 ALUM. SGD - LM IMPACT
scant I NTS l i a 22 1 POT0130
LYNN
_ No.56705
G:
Q STATE OF 14-1
/"",/ONAL E1�..
Ay MN MILI.Sh P.E.
P.E.9 58705
k
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
l 1 J
Jw
MAX. UNIT 13 t t j 2 a o
HEIGHT 1 t I ¢
PER TABLES 1-3j x � ti
1$w
POCKET
NOM. I
PE
MAY
HE
PER TP
�
IANEL WIDTH
R TABLES 1-3
- MAX. UNIT WIDTH
1 13 1 13
t
w
1 1
t
UNIT t 13
19
79
GHT
9
1
BlLES 13
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
MAX. UNIT
PER TABLES 1-3 II III
2-PANEL
CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 13
I
I
t i g r o MAX. UNIT t n
1 I j,x y HEIGHT
wW PER 1
R� m TABLES 1-3
a ]
POCKET j h
J-
3-PANEL CONFIGURATIONS w c
1 13 t 3
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT 1 t3 9 t
PER TABLES 1-3
5-PANEL CONFIGURATIONS
raw Br ecru
JR 03/2520 Q NO CHANGES THIS SHEET.
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.!R 10Hn/f!
j a
I",- w^
1 logo
a-
I h
a
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Ira
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POCKET rwi�
REGISMATIONJ1 M6
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
-
LOCATIONS USING DETAIL "Jvw', "Jd', "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
I
OF ANY 2 STRAIGHT CONFIGURATIONS.
x Jc ICO-
a to
I o x o
I�ah
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
t
"X" = OPERABLE PANEL,
a u
"O" = INOPERABLE PANEL,
POCKET I h
POCKET DETAIL LETTER
WOOD OR METAL INSTALLATION
"d'=CONCRETE INSTALLATION
�SHEEfNUMBER
MAX UNIT WIDTH
1
DLO WIDTH = NOM. PANEL WIDTH -
DLO HEIGHT =DOOR UNIT HEIGHT - 10.125"
1w 1
3 ®t3
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
19
19
1c I
I
1 t �040
19
WW12 w
POCKET 1 W
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
UNIT /
SEE
TAGHT NOTE
B ES 3I
O9 Illot Iz HIS
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
SERIES 770 ALUM. SGD - LM IMPACT
y� 9— s— arcw
SGO-7M MTS 2 �+ 22 PGT0130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date. 02117/2025
Miami -Dade Product Control
1111101
No.58705
- v : y ?.zFF
'0TATE (V `
''
A. LYON IAL
11 11ER P.E.
P.E.& 58705
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX. TESTED UNIT WIDTH =
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16" @ 96- HEIGHT
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4" @ 120" HEIGHT
LOCATIONS USING DETAIL "Jw', "W', "Kw" OR "Kc' INSTALLATION.
NOM. PANEL WIDTH
w c
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
PER TABLES 13
t
t3 13 1 13
pXXXXp pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
—1`r--- j
CAN BE OXXXp.
3
is
is is
s2)
Jc I
90- & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
1 t c
t
qpl is
19
t 14 i o 4 c
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX. UNIT
/
i�e�
HEIGHT, 1 13
1s
1
t9 /
x
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
SWOR 120"
/
i a w
"X" = OPERABLE PANEL,
POCKET i
"O" = INOPERABLE PANEL,
"p" = POCKET
6-PANEL CONFIGURATIONS
c
13 t t3 3
�DETAIL LETTER
"v = WOOD OR METAL INSTALLATION
MAX'. UNIT WIDTH
d' = CONCRETE INSTALLATION
SHEET NUMBER
NOM. PANEL WIDTH
t
13 t 3 13
PER TABLES 1-3
—l�r---
J I
DLO WIDTH = NOM. PANEL WIDTH - T'
t
is
1s
is
1s
t9
t9
t a
DLO HEIGHT= DOOR UNIT HEIGHT-10.125"
c
1s
1s
1
1s
is
s
1 1 j o 0. o
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
MAX. UNIT t 1
HEIGHT 13
79
PER TABLES 1-3
/
IXa�
POCKET j rn
7-PANEL CONFIGURATIONS
PRODUCT REVISED
1 13
1 13
as eompl z with the Florida
Building Code
NOA-No. 20-0429.09
MAX. UNIT WIDTH
Expiration Date:0211712025
By: _1v21.Z/,"
NOM. PANEL WIDTH
1 13 13 1 3
Miami -Dade Product Control
PER TABLES 1-3
1 3
9
919 1
t9
Jw I
UNIT
t
19
/
i a a —
0MAX.
HEIGHT
is
is 9
t9 /
°d
PER TABLES 1 3
POCKET � � w _
.
.....LYNN21i
/
/
```� �pr1Y
_sir J
8-PANEL CONFIGURATIONS
c
No. 58705
1lJ���\
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toms
N VENK R.SI276
EXAMPLE CONFIGURATIONS
%��c<`SS/o
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SERIES 770 ALUM. SGD - LM IMPACT
1
JR ow' wo D NO CHANGES THIS SHEET.
a taae*e s.,r >+�+cus
A. LYNN MILLER P.E.
_JR11` 1W1�14 aurtra
SOD•770 NTS 3 S POT0130
D
REA 58705
GLAZING DETAILS
(G3, G3A, G4, G4A, G5 & G5A)
7/16" NOM.
7/16" NOM.
3/16" HS GLASS
3116" HS GLASS
3/16" HS C
—
—
.090"
090" PVB
.090" SG
3/16" HS C
3/16" HS GLASS
74 3/16" HS GLASS
74 3/6" AIR SP
3/16" T GLAS;
82
82
—
C
EXTERIOR
3/4" NOM. EXTERIOR
3/4" NOM.
a
GLASS a
GLASS tza tz7
BITE
BITE
EXTERIOR
80
a ,Y
7/16" LAMINATED GLASS. TYPE G3
9/16" NOM.
1/4" HS GLASS
.09O" PVB
1/4" HS GLASSW3W4'NOM.
82
EXTERIOR
1" NOW
3/4" NOM.
GLASS
BITE
7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5
9116" NOM. V NOW
3/16" HS GLASS
1/4" HS GLASS 090" PVB
090" SG 3/16" HS GLASS
1/4" HS GLASS 74 5116" AIR SPACE 74
1/4" T GLASS PRODUCT REVISED
82 as complying with the Florida
83 Building Code
3/4" NOM. NOA-No. 20-0429.09
EXTERIOR GLASS t24-127 3/4° NOM. Expiration Date: 02117/202S
GLA
a BITE BITE By -
EXTERIOR
a
9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
Miami -Dade Product Control
LYN/v
.•'•LICENSE •.•��� i
GLAZING NOTES: NO.58705
31•
"ANN" = ANNEALED =
"HS" =HEAT STRENGTHENED ='O ' C1_
"T' = TEMPERED SEE SHEET 15 FOR SPACER DETAILS. _
"PVB" = .090" TROSIFOP PVB BY KURARAY AMERICA, INC. 1°7°7EC7AfOLOOY°RAt3 °�"` 'O� ' . WI L✓I
"SG"=.090"SENTRYGLASOBYKURARAYAMERICA,INC. N�� L 3427U GLAZING DETAILS '�C�`s'•F<ORIDA,.•
a� REG,SiRA710Ndz7?85 SERIES T70ALUM. SGD - LM IMPACT ��'�S;�NAL
JR 032620 Q NO CHANGES THIS SHEET. 1111
_ s role are o,.�a. am /1 LYN.E#587 5 P.E.
JR t0110/14 a ® 3GD-770 NTS 4 e 21 PGTD130 Q P.E't 53705
GLAZING DETAILS
(G6, G6A, G7, G7A, G8 & G8A)
V NOM. 7/16" NOM.
1" NOM.
3/16" HS GLASS
3/16" ANN GLASS
.090" SG
3/16" ANN GLASS
.090" SG
3/16" HS GLASS
090 SG
3/16" ANN GLASS
3/8" AIR SPACE
74 3/16" ANN GLASS
7q 3/8" AIR SPACE 74.
3/16" T GLASS
3/16" T GLASS
82
g3
3/4" NOM. EXTERIOR
3/4" NOM. 3/4" NOM.
124-127
GLASS G7
GLASS 124127 GLASS
BITE
BITE BITE
EXTERIOR
EXTERIOR
60
1" LAMINATED I.G. GLASS, TYPE G6
7/16" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1" NOM.
9/16" NOM.
1" NOM.
3/16" HS GLASS
3/16" ANN GLASS
.090" SG
1!4" ANN GLASS
.090" SG
3/16" HS GLASS
3/16" ANN GLAS
5/16"AIR SPACE 74
1/4" ANN
5/16"AIR SPACE 7q
1/4" T GLASS
1/4" T GLASS
s2
PRODUCT REVISED
83
83
as complying with the Florida
Building Coda
WNW
&GLA�
EXTERIOR
3GLASSExpiration
NOA-Ko. 20-0429.09
124127 GLASS
124-127
Date; 0211712025
BITEIXTERIOR
BITE
By:Miami-Dade
Product Control
8179
IXTERIOR
G�
79
55
55
1" LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS, TYPE 138A
uui
aW( LYAW
EN
GLAZING NOTES:
No. 58705 =
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
'' =TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
D —
= ?3 �• � oZO �, ��
'PVB"=.090"TROSIFOP PVB BY KURARAYAMERICA, INC.
10707rdavoloayDRW
N'MMMFt� S
DETAILS
OkN'. qTE F •r ��/�
"SG"=.090"SENTRYGLAEPBYKURARAYAMERICA,INC.
��s'••F<ORIDP,.-'
_GLAZING
NG
`roan5rzo
REcism4770NA29M
a
S RIES 770 ALUM SGD - LM IMPACTE114
NO CHANGES THIS SHEET
rFrR
P.E.
A. LYP.E.it
a JR 1 f'0110114 m.ava an`
SGD•7H1 i�TS b d 22 In PGTV130 D
58705
TABLE 1: TABLE 1A +
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90" or 135" comer units, see sheet 11
-T
Maximum DP for all sizes:
+601.60 psf
(May be limited by Table 1A)
Table applies to Glass Types 3,
3A, 5, 5A, 7, 7A, 8 & 8A and
the Stile/Astragal Types shown
below.
Door Unit Height
80"
g¢"
90"
96"
69-7/8" DLO
73-7/9' DLO
79-7/9' DLO
85-718" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
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
24'
DI-
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
a
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"
HeadlSill
C4+1
C4+1
C4+1
C4+1
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"
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
'o
DLO
P-hook:S
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
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
c6
36"
DLO
Jamb
8
8
8
a
8
8
8
8
8
8
8
8
8
8
8
8
0.
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
`�
c
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
Eo
42"
DLO
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
Z
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
04+2
C4+2
04+2
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
C4+2
46"
DLO
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
10
8
8
8
P-hook
6+7
6+7
a+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+B
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 2-1/0 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-1-112"
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
OH RATIO 21
0
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH =
NOM. PANEL WIDTH -T'
DLO HEIGHT=
PRODUCT REVISED
DOOR UNIT HEIGHT-10.125"
as complying with the Florida
Building Code
Non -No. 20-0429.09
PANEL HEIGHT =
Expiration Date: 02/17/2025
DOOR UNIT HEIGHT-1.866"
By;
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'A9tragal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty stile
OEM
Standard Astragal
Outside
InsideCer
Outside
Comer
Inside
Corner
Inside
Corner
Outside
Corner
Part #60 (x2)
Part #60
Part#60
Part #60 (Stile)
part rr67 (Astragal)
part #60
Part #61(Stile)
Part #118 (Comer
Receiver)
part#119 (Out.)
Part #120 (In)
Part #61(Stile)
Prts #31 & #32
(Cora''k Fxd Mount)
:H#61:]
I JR 1 032520 1 D I NO CHANGES THIS SHEET: I
lee1/460•1600
REGISM71ON9 =6
SERIES 770ALUM. SGD - LM IMPACT
s.ft � a.:. awe areas
SGD•770 MTS 6 d 22 PGT0130
NY a IvN -"'
* ; No.58705 ,
�0, •. ITATERF-4Q
NAL
Irrr1111110
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 on 90° or 135° comer units, see sheet 11
Maximum DP for all sizes: +601.60
(May be limited by Table 2A)
Table applies to Glass Types 4, 4A,
Door Unit Height
60"
84"
90"
96"
102'
108"
114'
120"
6, 6A, 7, 7A, 8 & 8A and the
Stile/Astragal Types shown below.
69-7/8' DLO
73.718' DLO
79.7/8' DLO
85.7/8' DLO
91-7/8' DLO
97-718" DLO
103-718" DLO
109-7/6' DLO
Anchor Gmup
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
B
C
D
A I
B I
C I
Dr881
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
H a I S11
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+7
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"
Jamb
8
8
8
8
8
8
8
a
8
8
8
8
8
a
a
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
DLO
P4rook
6+7
6+7
6+7
6+7
7+8
7+0
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
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
04+1
C4+1
04+1
04+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
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
CA+1
3('
DL0
Jamb
8
B
8
8
8
8
8
B
8
8
8
8
8
8
6
10
10
10
10
10
10
FC4+l
10
10
10
10
10
10
10
10
70
P4mok
6+7
6+7
6+7
6+7
7+8
7+6
7+8
7+B
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
6+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
HeadfSill
C4+1
C4+1
04+1
C4+1
CA+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+7
C4+1
C4+1
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
C4+1
36'
Jamb
8
8
8
8
8
B
6
8
8
8
8
8
8
8
8
10
10
Ili
ill
10
10
70
10
10
70
10
10
10
10
10
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+5
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
0+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Slil
04+1
C4+1
C4+1
C4+1
C4+1
04+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
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
CA+1
C4+1
CS+1
C5+1
C4+1
C4+1
a
4Y
Jamb
8
8
8
B
8
B.
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
12
70
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
6+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
—`P6
Head/Sill
G4+2
C4+2
C4+2
04+2
C4+2
C4+2
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
C5+2
C5+2
C4+2
C4+2
CS+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
48'
Jamb
8
8
8
8
B
8
8
8
8
8
8
8
10
8
8
8
10
10
10
10
10
10
1 10
1 10
12
10
10
10
12
10
1 10
10
Z
DLO
P-haok
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
1
8i9
9+10
9+10
9+10
9+10
9+10
9+10
1 9+10
9+10
54'
pL-
Head/Sill
04+2
04+2
C4+2
C4+2
I C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
G4+2
C4+2
C4+2
C4+2
Not available in these sizes
Jamb
8
8
8
8
8
8
8
8
10
8
8
B
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+B
60'
DLO
HeadlSlll
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
04+2
C4+2
Jamb
8
8
8
8
8
8
a
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+0
7+8
it
7+8
7+8
7+8
7+8
7+B
7+8
run cuvu-4c vry
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 PRIES. 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.
61 JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
-rem coe.
OH LENGTH
0I0 OH RATIO 21
INSTALLED. SEE NOTES 1-3 OH RATIO = OH LENGTH
OH HEIGHT
. , ec , cn o cucrrc n� o nn ono on or nuncwrcin�ic earn CuccT•c �a A. �e Cr1R ACRF11,1R1 V r1FTAl1 R
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 - 2-1/2"
+ 46.67
Medium - 31/4°
+ 60.0
High -4'
+60.0
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
900 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
Outside
InsideCor
Outside
Carder
Inside
Comer
Inside
Comer
Outside
Comer
Part#61(x2)
Part#61
Part#61
Part #61 (Stile)
Part #67 (Astragal)
Part#61
Part #61 (Stile)
Part #118 (Comer
Receiver)
Part 11119 (Out)
Part #120 (in.)
I
Part #61 (Stile)
Parts#31 
(Com. & Fxd Mount)
Part1161
M VHIICJ. FL I DPAND ANCHORAGE
(961)460-1em Dk
THIS SHEET. REGISM71ONAQM SERIES 770 ALUM. SGD - LM IMPACT
rawest sar sa.e m�eaa.
® sGa77D NTS � d 22 PGT0130
DLO WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT =
DOOR UNIT HEIGHT-10.126'
PANEL HEIGHT=
DOOR UNIT HEIGHT - 1.866"
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02/17/2025
By; _ 1 su-12 I. C4—" .
Miami -Dade Product Control
11t1nulrr, I
No. 5B705
� )3
��0�'. STATE OF
70NA 11�NG``•
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 on 90" or 135" comer units, see sheet 11
Maximum DP shown below
(Maybe limited by Table 3A)
Table applies to Glass Types 4. 4A,
Door Unit
Height
Or
84"
90"
96"
102"
108"
6, GA, 7, 7A, 8 & 8A and the
Stlle/Astragal types shown below.
69-7/8" DLO
73.718" DLO
79-718' DLO
85.7/8° DLO
91 718" DLO
97-7/8" DLO
Anchor Group I
Anchor Group I
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A I B 1 C 1 D
I A I B I C D
I A I B I C I D I
A 1 B 1C D
A I B I C ID
A B C D
Design Pressure
+A90.0
f
+/•82.5 pst
+/-75.0 psf
17"
HeadfSlll
04+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+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
24"
DLOrDesfgn
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10 10
10
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+6
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9 6+9
8+9
ssure
+/-90.0 psf
Qwl)2.5 psf
+/-75.0 psf
23"I
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1 C4+1
C4+1
t
30"
DLO
8
8
8
8
8
8
8
8
10
8
8
8
10
a
8
8
10
10
10
10
10
10 10
10
k
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
8t9
8+9
6+9 8+9
8+9
ssure
+/-90.0 psf
+/-82bi
+/-75.0 psf29"lil
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C6+1
C5+1
C4+1
C4+105+1
C5++DLO
10
8
8
8
10
8
8
8
10
8
8
8
12
10
8
B
%
1010
10
10
10
_c
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+98+9
1 8+9
1 8+9
1 8+9
B
Design Pressure
+/-90.0 Psi
1 +/•82.5 psf
+1-76.0 psf
35"
Headi-Sill
C4+2
C4+2
I C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
CS+2
C5+2
CS+2
C6+2
C5+2
C5+2
C5+2
CS+2
C5+2
I C5+2
C5+2
C5+2
C5+2
05+2
05+2
C5+2
42"
DLO
Jamb
10
1 8
1 8
1 8
1 10
1 8
1 8
1 8
1 12
ji 10
1
8
12
10
8
8
12
10
10
1 10
12
1 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
6+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
Desfgn Pmssura
+/--90.0 psf
See Nofe A
+/-82.5 psf
+1-75.0
psf
41'
HeadlSill
C5+2
C5+2
C4+2
C4+2
C5+2
C5+2
C5t2
C5t2
C5+2
C5+2
C5+2
C5+2
C6+2
C6+2
+2 CS+2
CS+2
C6t2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
�,
DLO
Jamb
10
1 8
1 8
1 8
1 12
1 10
1 8
1 8
1 12
1 10
1 8
8
1141121
8 118
14
12
10
10
14
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
+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� , 6, 6A, 7A, 8 & BA; +/-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
DLO WIDTH =
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-IN' SILL, POSITIVE WATER
NOM. PANEL WIDTH - T'
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.
DLO HEIGHT=
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
DOOR UNIT HEIGHT-10.126'
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
PANEL HEIGHT =
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT-1.866"
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.
AI Tv — w D Ql1-4 R — C^M DADT r 1RAMSIQI^KIQ
AKIM QYCCTQ 4R R. 4Q Cr1D AQQCssRI V r1l--TAII C
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
DEW
Heavy-duty Astragal
OutsideComer
�-i,
FEE=
Insideide Comer' l l
Outside
Carver
Inside
Comer
Inside
Carver
Outside
Corner
Part #61(x2)
Part#61
Part#61
Part#61(Stile)
Partl)
Part#61
Part #61 (Stile)
Part #119 (Comer
Receiver)
Part #119 (Out.)
Part #120 (In.)
I
Part #61(Stile)
Parts#31 
I(Corn. & Fxd Mount)
Part#61
I JR 1 032&20 1 D I NO CHANGES THIS SHEET I
At V&VIM R SOM
/N1/480•1e00
REclSrr7A71aryi2M
SERIES UO ALUM. SGD - LM IMPACT
'sOwbhf3 slate saes¢ A�VMa
scD rro NTS 8 a 22 PG' Mf30
TART G 9G•
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-112'
see note 3
Low - 2-1/2"
+ 46.67
Medium - 3-1/4"
+ 60.0
High-4"
+90.0
SEE NOTES 1-3
OH LENGTH
OOI OH RATIO a
0
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02/17/2025
By; _ 1---2 I- G/..,
Miami -Dade Product Control
IIill lily
LY
P:
No. 58705
�0 %. ATEO
A LYNN MILLER, P.E.
P.E.# 58705
NO FRAME „9+10" P-HOOK ANCHORAGE CONSISTS OF:
SEE "CS" CLUSTER
SEE
SPLICE
JAMB (9) P-HOOK ANCHORS,
`.. REQUIRED @ (PERPENDICULAR TO GLASS
MAX. UNIT WIDTH ETAILS, SHEET 10
SEE "C5" CLUSTER SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
NOTE,
THIS
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
POCKETS
:', AND
';
DETAILS, SHEET 10 FOR
INTERLOCK REQUIRES "C6" SHEET 10 FOR IMERLOCK 24" MAX. D.C.
CLUSTER,SEE
48" NOID
SHEET
, SEE POCKET -------
x PANEL WIDTH x x x x
_
JAMB MOUNTING I
,�• INSTALLATION, ADAPTER I 6"MAX•
x x e"MAX.
(x x x x x x x x
x x x x x x x x x xT
THIS SHEET ANCHORS MIDWAY i
I
, 01 L 3" MAX x x T
&SHEET 14 BETWEEN P-HOOK I
I° I 4 PAIRS OF
ANCHORS & AT T i
- `,., FROM TOP &
i x= FRAME x x ANCHORS
o I 96" 8
I It 14" MAX. O.C.
'. !t = :'. I w
BOTTOM o �
, m ANCHORS (TOTAL
21"MAX-
o UNIT 21ANCHORS)
4.051"
- MAX.
" TO OPENING y'o I e l
� I
n 9= P-HOOK HEIGHT O.C. PER JAMB
EDGE OF POCKET SEE I a
I x i el
INSTALLATION �
°i--y 0 ANCHORS x x—I (SEE JAMB
, 14' MAX. O.C. i DETAIL
I
DETAILS'JC' &'KC', I e'
01--
I I. Z BELOW)
o= P-HOOK
END PANEL SHEET 14 &PART i m Q I I
& W, i Y y ®'I
o' MOUNTING x
24" MAX.
ANCHORAGE DETAILS'S
(2 ANCHORS) SHEET 19 FOR 1 12
ADAPTER
I I 3 ANCHORS _
D.C.
P-HOOK L___ 6"MAX,
ANCHORS
z x x - x x z xxx x r END PANEL
ANCHORAGE END PANEL
ANCHORAGE
z' ,� x x x z x x x x x x' 6"MAX ANCHORAGE (SEE
x' x zx x x' SKETCH BELOW)
SKETCH BELOW)
"+2„ +2'
\1_1.+2^
(SEE
6"MAX TYP
`+2" "+1 ANCHORAGE ANCHORAGE
CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24" MAX. EXAMPLE: 5-PANEL 2 TRACK 90" OUTSIDE CORNER - pXX1XXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C. 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6"
ANCHORAGE EXAMPLE NOTES: At
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES 13. SHEETS 6-8:
CENTERLINE OF
'INTERLOCK
HEAD & SILL: 6"MAX. FROM FRAME CORNERS.
SEE "C5" CLUSTER
USE SPECIFIED CLUSTER FROM APPROPRIATE
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
DETAILS, SHEET 10
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK
PLUS SPECIFIED QUANTITY OF ADDITIONAL
`+2" ANCHORAGE
INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
EXTERIOR
21"
—�
MAX.
O.C.
5 64"
6" MAX.
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, SEE DETAILS, SHEET 10 (� p ANCHORAGE
FOR ASTRAGAL
DETAILS, SHEET 11 INTERLOCK I ASTRAGAL (2 ANCHORS)
W.
4.051" I 3.5" I
MAX.
• •
•
•
'
I
CENTERLINE "+2"ANCHORAGES CENTERLINE "+2„
OF PANEL 3 �_ OF PANEL 4
SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
I JR 1032WO I D I NO CHANGES THIS SHEET. I
M VBHCQ FL 3ws
(911)I30.16W
REGfSMTMs297BS
CENTERLINE
OF PANEL 5
SPACING & EXAMPLE PLANS
FRIES U0 ALUM. SGD - LM IMPACT
ftft
SGarro NTS 9 - 22 o PGT0130
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAYBE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
PRODUCT REVISED
as complying with the Florida
Building Code
Non -No. 20-0429.09
Expiration Date- 02/17/2025
Miami -Dade Product Control
LYAf
IV
��'�`�.•' �\CENSF •. ��
No. 56705 *:
G 2Z, 0
OF 441
i '•..ZORiDP'.•'• N
%NAL 11 E�..
A. LYIIt�J1 EA.P.E.
P.E.$ 58705
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
INTERLOCK—[2IF NEEDED INTERLOCK—, CONDITION, USE INTERLOCK IF NEEDED
CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE
3.5" r—i 1.75"
7" 7 3.5"— r
1.75"
4" DIAG. W7T-'3.5"
2.04" 2.04"4'
I EXTERIOR 3'S" 7„EXTTERIIOR 4" DIAG. 7„ EXTERIIOR 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEADlSILL
4 ASTRAGAL OR INTERLOCK (a) ASTRAGAL OR INTERLOCK 01I ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK+ --IF NEEDED INTERLOCK CONDITION, USE
CENTERLINE I CENTERLINE I "C6" CLUSTER DETAIL)
3.61 =
a 2.04"
4.08" 4.08"
I
EXTERIOR' 7„ EXT,IE�R,IOR 7- 4" DIAL. EX
v 3 Tv RACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
an ASTRAGAL OR INTERLOCK Cat ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C4-) ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK—(. IF NEEDED
CENTERLINE
I --
EXTERIOR
V
4-TRACK FRAME HEAD/SILL
Ca ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
032620 1 D I NO CHANGES THIS SHEET.
ASTRAGAL OR � (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE 1 "(36" CLUSTER DETAIL)
--►I 3.5"
21"
EXTERIOR
6" DIAG.
MAX.
O.C.
21"
EXTERIOR
5
5."- MAX.
O.C.
W MAX.
�2-TRACK
5.64"
FRAMEJAMB 6"MAX
ANCHOR PAIR
ASTRAGAL OR SPLICE LOCATION
INTERLOCK+�IF NEEDED
CENTERLINE 3.5" 2•04"
Imo— 7"
I
" DIAG.
i
TERIOR 3.5"
�7 3-TRACK FRAME HEAD/SILL
(a� ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
21"
MAX.
_j O.C.
2.04' 1
6" MAX.
ASTRAGAL OR (FOR SPLICE
INTERLOCK- CONDITION, DO NOT
rcAITCRI II,IC USE THIS DETAIL)
4" DIAG. 2.04"
4" 5.37' DIAG.
4.08"
EXTERIOR 7„ EXTERIOR
4-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
1070 TECfMIOWGYDRJM
N. VH1
(0i!480)48 -1 600
REGlS7Rl7RMl/®TSIB
4"
.04"
I 4-TRACK
i" DIAG. FRAME JAMB
`�
�� ,�o ANCHOR PAIR
�A"'N�-C✓�HOORS MAY BE INSTALLED
EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
5.6N,
I 3-TRACK FRAME JAMB
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
IF NEEDED
7" 3.5" F�-
I� 3.5" �- 'i 3.5"
4-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "CV)
WITH & WITHOUT SPLICE CONDITION
EXAMPLE CLUSTERS
I SERIES 770 ALUM. SGD - LM IMPACT I
scDT�NTS10 a 22PGTO130
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 compWng with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date:02/1712025
By. _ 1 s --Z I. L4-"
Miami -Dade Product Control
���`' ANY LYNN •''�..
:\ ��'•�iCENSE ���� �:
No.58705
�'. r
F [VZONAL
A. LYIJt� (v(I �i�tP.E `
P.E.0 58705
INTERIORINTERIOR I
Nd
.INTERIOR
EXTERIOR 'IN, 'EXTERIOR
.�
I J ---1 3.5" 4.,
2.04" EXTERIOR
90" CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4"
4.08"
INTERIOR
" INTERIOR h
4.08"
--4 3.5" 4"
2 04" T'
EXTERIOR
90" CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6')
EXTERIOR
3.5" f INTERIOR
7" I N
3.5"\>4„
EXTERIOR I
90" CORNER
3-TRACK FRAME HEAD/SILL
("26' ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR 71 6.12"
4.08"
J
---4 3.5" � � 1
2.04" EXTERIOR 4"
135" CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "M
INTERIOR
4" 1
2.04"
EXTERIOR 8.94"
135" CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C62)
4.08 "+1"ANCHOR
7.41"
I ' �— 3.5"
EXTERIOR 7" 4"
135" CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR
L2.04"ERIOR4"INTERIOR5.88"
90 135"
' -
1 6.12" i f 4", DIAG. \ V 1 I Y 6.12"
2.04•' J
EXTERIOR
I 35' 4"
(� 7"
4" DIAG. -+� 3.5"
EXTERIOR 4"
90" CORNER
135" CORNER
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEAD/SILL
("C8" ANCHOR CLUSTER REQUIRED
("C8" ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
AT ALL 4-TRACK CORNERS)
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED_
10707 DRWE
2. DETAILS DEPICTANCHOR QUANTITY AND SPACING, AND WOULD BE
N. VOWE A. 34275 r
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
JWt)480-16o
JR
032620
D
NO CHANGES THIS SHEET
REGiSM7IONO2M
EXTERIOR
i"
CENTERLINE
4 OF PANEL
INTERIOR ON
"+2" ANCHOR
EXTERIOR
VIEWS
4" DIAG.
2.04"
i.12" 3.5"
CENTERLINE
OF PANEL
.04" "+3" ANCHOR
4.06"
A. DIAGI
EXTERIOR
3.5"
2.04" CENTERLINE
OF PANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
ANCHORAGE, EXAMPLE CLUSTERS
SERIES 770 ALUM. SGD - LM IMPACT
® SGD•77o NTS 11 d 22 PGT0130
"+1"ANCHOR
_ CENTERLINE
f OF PANEL
"+2" ANCHOR
2.04"
4" DIAG_
3.5" I
CENTERLINE
OF PANEL
"+3" ANCHOR
2.04" 4" DIAG.
3.5"
7"
L� CENTERLINE
I OF PANEL
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.F--2
Miami -Dade Product Control
0� LNSFN,���'�
* No.58705
S, 0%, T pEa _0
G `�.
'S O n.M2LEM 1 E `
RE.A 58705
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A; SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
MIN. OF 3 THREADS BEYOND
EDGE DISTANCE:
SEE TABLE A SHEET 1
EDGE DISTANCE:
THE METAL SUBSTRATE
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
..I
r� 2-1/16"'
EXTERIOR --- -_
2-1/16"'
2-1/16" `
NOTES:
.•--..,--.� _. _4/4"
-MAX.
1/4"
MAX.
1/4" 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
o�SHIM
PRIOR
r SHIM EXTERIOR
SHIM ON MIN. ALLOWED.
EMBEDMENT: .. : ;::
I
�r
2. METAL OR WOOD
SUBSTRATES MAYBE
SEE TABLE
SHEET j1 I _ -
USED FOR ALL FRAME
TYPES PER TABLE A
TYR, SEE ANCHOR
NOTE 3, SHEET--1-
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE E1, SIiEETT1
SEE ANCHOR"
NOTE 5, SHE ; <<
EXTERIOR 1 fT
_
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET
OR TYP.,
--�
2X WOOD WOOD ANCHOR TYP.,
METAL TYP., SMS ANCHOR TYP.,
SHEET 1.
t NOTES
TYP., SEE ANCHOR SEE ANCHOR NOTES
SEE ANCHOR SEE ANCHOR NOTES
HEET 1
NOTE 3,SHEET 1 & TABLE A, SHEET 1
NOTE 4, SHEET 1 & TABLE A, SHEET 1
34D
)N
3-TRACK FRAME HEAD
WOOD INSTALLATION
4-TRACK FRAME HEAD
� METAL INSTALLATION
• DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
WOOD
WOOD ANCHOR TYP., 2X WOOD
SMS ANCHOR TYR, METAL TYP., DETAILS, SHEETS 10 & 11.,
E'ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
3, SHEET 1
SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1
ANCHOR
ANCHOR
MIN. OF 3 THREADS BEYOND
1-''
I
THE METAL SUBSTRATE
III
EAX) •x ;' �.
..•r; . 1
"_..... . r ...,
(1/4"
(1/4" MAX) }TSHEETi�"
EXTERIOR
EXTERIOR 1
EMBEDMENT: SEE
�2-1/16"
TABLE A, SHEET 1
2-1/16"'
•
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
3-TRACK FRAME SILL
4-TRACK FRAME SILL
)N
Ew WOOD INSTALLATION
Fw METAL INSTALLATION
=
EMBEDMENT: SEE
PRODUCT REV1151511
TABLE A, SHEET 1
as complying with the Florida
Building Code
EMBEDMENT:
NOA-No. 20-0429.09
-
TABLE A, SHE
EDGE DISTANCE:
Expiration Date:02/1712026
`-i—
SEE TABLE A,
By.mi I �` a i'
EMBEDMENT: SEE �''
TABLE A, SHEET 1 ~I
METAL TYP.,
SEE ANCHOR
SHEET 1
Miami -Dade product duct Control
2X WOOD EDGE'DISTANCE:
-.SESHEET
TANCE:
LEA,
2X WOOD
NOTE 4, SHEET 1
TYP- SEE ANCHOR
1
TYR, SEE ANCHOR 1
NOTE 3, SHEET;1-= rt _
NOTE 3, SHEET 1
t•c1
SMS ANCHOR TYP.,
2-1/16" •
SEE ANCHOR NOTES
WOOD ANCHOR TYR.
& TABLE A, SHEET 1
RNOT SEE ANCHOES; _.
WOOD ANCHOR TYP.,
MIN. OF 3
& TABLE A, SHEET-1- ,t ._
SEE ANCHOR NOTES
THREADS
���`pNY.LY�N,y�
EXTERIOR & TABLE A, SHEET 1 EXTERIOR BEYOND THE
-r-• 7
1/4" MAX. SHIM Lam-: "% := = '
EXTERIOR
METAL
_ _
1/4' MAX. SH
SUBSTRATE
1/4" MAX SHIM
I+—
No. 58705
ti 2-TRACK,FRAME JAMB
'WOOD?INSTAC(dATION'
3-TRACK FRAME JAMB
Hw WOOD INSTALLATION
®
4-TRACK FRAME JAMB
Iw METAL INSTALLATION
®
_ '; a 2
TEGINOLOGYOX7VE
N.,)IWa{WO
ao►+n
ANCHORAGE DETAILS
�0 •. 5r TE O
'•<ORIDP,.•'' AN:
s
�y'��PNAL
�R `�oyzerzo D NO CHANGES THIS SHEET
RFcrsm�n°Ha a
SERIES 770 ALUM. SGD -
LM IMPACT
a..,sy: ors a.mr orx
JR 1011014
®
s. �` a1h
3O0.T/0 ITS 1 12 122
arvw /bi
PGTO130 D
A. LYNN 6ILLER, P.E.
P.E.S58705
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
CONCRETE EDGE DISTANCE: SEE
EDGE DISTANCE:
EDGE DISTANCE:
1. ALL DIMENSIONS
PER TABLE TABLE A, SHEET 1 CONCRETE
SEE TABLEA, SHEET 1 CONCRETE
SEE TABLE A, SHEEP 1
SHOWN ARE BASED
A, SHEET 1 2-1/16". PER TABLE
2-1/16" • PER TABLE
2-1/16" •
ON MIN. ALLOWED.
A, SHEET 1
�..,.
EXTERIOR >i r�..,•,: �...i.?.;,,.
A, SHEET 1
-'.3:.
- 1/4"
::c;: f.•: • �Y+MAX-MIN
'' ' `: MAX
SHIM
`DIAGONAL O.C. IS
4" (HEAD & SILL)
{
1
r
I
OR 6' (JAMB) SEE
EMBEDMENT: J 1/4" EXTERIOR 1/4" EXTERIOR
DETAILS, SHEETS
10 & 11.
SEE TABLE A, MAX. a
MAX, a
SHEETII SHIM
SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYR,
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
WOOD BUCK TYR, SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1
FRAME HEAD
ja NCK AME D
EIW
CONCRETE INSTALLATION
E
CONCRETE INSTALLATION
NCK
COCRETEINSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLEA SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (1/4" MAX.) SHEET 1 SHEET 1
=�� 1 (1/4" MAX.) r r: 1 (1/4" MAX.) 1 T -
EXTERIOR I - EXTERIOR I { - EXTERIOR I 2-1l16": • r : '
2-1/16" 2-1/16" i +
'
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE:
SEE TABLE A, SHEET 1 PER TABLE 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 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 —�. i
EMBEDMENT: SEE
TABLE A, SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP.,—
SEE ANCHOR NOTE 3,
SHEET 1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
EXTERIOR SHEET 1 c
11011/4" MAX. SHIM
EMBEDMENT: SEE
TABLE A, SHEET 1
` 1
CONC./CMU ANCHOR c
TYP., SEE ANCHOR
EDGE DISTANCE:
NOTES & TABLE A,
SEE TABLE A,
SHEET 1
SHEET 1
CONCRETE
OR CMU
PER TABLE
A, SHEET 1
2-TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION
EDGE DISTANCE: PROPERLY SECURED
SEE TABLE A, 1X WOOD BUCK TYP.,
SHEET 1 SEE ANCHOR NOTE 3,
SHEETI
PROPERLYSECURED
1X WOOD BUCK TYR,
SEE ANCHOR NOTE 3, CONCRETE
SHEET 1 OR CMU
EXTERIOR PER TABLE
A, SHEET 1
1/4" MAX SHIM •--� Fes-- .
3-TRACK FRAME JAMB
tic CONCRETEICMU INSTALLATION
I JR 103MO I D I NO CHANGES THIS SHEET. I
N. VEi1MC6 PL 319E
(940480.1600
REGISM770NMWW
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
CONCJCMU ANCHOR
:°
2-1/16"'
TYP., SEE ANCHOR IFFA
NOTES & TABLE A,
SHEET
CONCRETE
OR CMU
EXTERIOR
PER TABLE
j(
A,SHEET I
1/4" MAX. SHIM-
4-TRACK FRAME JAMB
\Lc,l CONCRETE/CMU INSTALLATION
MCHORAGE DETAILS
FRIES 770ALUM. SGD - LM IMPACT
nmrt sot sre o.riru.
SGa770 NTS 13 d 22 1 PG70130
CONCRETE
PER TABLE
A, SHEET 1
PRODUCT REVISED
as complying with the Florida
Building Code
Dion -No. 20-0429.09
Expiration Date: 02/17/2025
By; _ I P -2 I.
Miami -Dade Product Control
Ilnnlir;
No.58705 sL
FCORIOt`,. GN
0NAL
X LYNN MILLER, P.E.
RE.P 53705
INSTALLATION DETAILS
EMBEDMENT: SEE
WOOD FRAMING
EMBEDMENT -
SEE TABLE A.
SHEET 1
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
TO PREVENT
P-HOOK MOUNTING ADAPTER WATER
WOODANCHORTYP., INFILTRATION
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(ALSO SEE TYP,
ILLUSTRATION, SHEET 9)
DISTANCE: SEE
A, SHEET 1
EXTERIOR
PHOOK WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(ALSO SEE TYP. 2.693" MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
I^ PARTS #18, #20#22 OR #24,
EMBEDMENT:
SEE TABLE A,
SHEET 1
P-HOOK
CONCRETE OR
CMU PER TABLE
A, SHEET 1
WOOD INSTALLATION EXTERIOR MOUNT SHOWN.
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
2.693" MIN.
EDGE
DISTANCE
CONCJCMU
TYP„ SEE
EANCHOR
26
ANCHOR NOTES &
a
TABLE A, SHEET 1
';'-• �= ` *: ; -':''
1-1/4" MIN. EDGE DISTANCE
' ..ti e•:
28Ile EXTERIOR
•`
P-HOOK MOUNTING
:.. '`
ADAPTER CONC./CMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A,SHEET 1
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
da P-HOOK FOR USE WITH ANY SILL RISER
J\,ZLCJ PARTS #1 B, #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
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU.
NOTE 4, SHEET 1; ADAPTER SMS TABLE A, SHEET 1 ANCHOR TYP., SEE
MIN. OF 3 THREADS TABLE A, SHEET A' SHEET 11 ANCHOR TYP., SEE CMU PER TABLE
BEYOND THE METAL ANCHOR NOTES A, SHEET 1 :...:; ;�•; : ,:. r ANCHOR NOTES &TABLE
A, SHEET 1
SUBSTRATE 28 & TABLE A, SHEET 1 '• ,e- ';'J: `•;.:.: ;e: r : (ALSO SEE TYP.
ALSO SEE TYP. EMBEDMENT: �•.
( ILLUSTRATION, SHEET 9)
ILLUSTRATION, SEE TABLE A, '; *'•
EMBEDMENT: SHEET 9) SHEET 1 20
SEE TABLEA, — D DISTANCE: SEE ` t� _� Y
SHEET 1 TABLE A, SHEET 1 . " :+': 1-1/4" MIN. EDGE DISTANCE
P-HOOK SMS ANCHOR TYP.,
SEE ANCHOR NOTES TES J
& TABLE A, SHEET 1
EXTERIOR
V
:19n
P-HOOK CONC./CMU /
ANCHOR TYP., SEED
EXTERIOR
(ALSO SEE TYP.
2.693" MIN.
ANCHOR NOTES & TABLE
A, SHEET 1
2.693" MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
w PARTS #19. #21:#23 OR #25.
j6jh P-HOOK FOR USE WITH BOX SILL RISERS
LGJ PARTS #19. #21#23 OR #25,
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 9& 3A MOUNT
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
FOR WATER RATINGS) ONLY
I JR 10&2020 1 n I NO CHANGES THIS SHEET. I
M VE?W= PL SW3
(0a)480-IM
REGXMTMO292M
ANCHOR4GE DETAILS
SERIES 770 ALUM. SGD - LM IMPACT
.r.+mc aar s.•e o.goxo
sriQ770 NTS 14 d 22 P=180
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 13,
SHEETS 6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
as eomPlynng
Building Code with the Florida
NOA-No. 20-0429.09
Expiration Date: 02/17/2025
By, _ 1 e --2 I. Z4-1,
Miami -Dade Product Control
�.•-ON'I LIIVAJ •�,,
. �i
Q'f ;
No.58705'
o ' CA
�0 ATE a
TONAL t�C` •�•
A. LYNN MILLER, P.E.
P.E.9 58705
CONFIG. EXAMPLES
HEADER DETAIL W,
SHEET 18; INSTALLATION
DETAILS'Aw' &'Ac',�
NOTES: SHEETS 12 & 13
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL.
3) PLEASE SEE APPLICABLE
ASTRAGAL&INTERLOCK
COMBINATIONS PER DP/ANCHOR
TABLES.
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'DW &'DC, SHEETS 12 & 13
PANEL CORNER
DETAIL
MAX. UNIT
WIDTH
MAX.
.- DLO_
I WIDTH
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
PANEL
PANEL
PANEL
PANEL
APE
QSE
ASE
TYPE
NOM.
MAX. UNIT
PANEL
PANEL
!
MDALXO
HEIG
P RHT
�DPER P
HEIGHT
SEE
HEIGHT
TABLES
NOTE 2
TABLES 1-3
13
a
'
a
) X 1-112"
SMS
90"
EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
FRAME CORNER
DETAIL
Part #
Description
Material
124
Kommeriing 48G TPS Spacer System
125
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
120
Quanex Duraseal Spacer
Materials
127
Cardinal XL Edge Spacer
STRUCTURAL
tS POLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS
(V
STRUCTURAL
SILICONE
1/4" NOM. FOAM
WITH
DESICCANT
EXT. GLASS--y
UNIT WIDTH
EXTERIOR T
90"
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGE SHEET II
INTERLOCK DETAIL
'M', SHEET 19
EXTERIOR INTERIOR
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'Gw' &'Ge, 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
_ I NOM.
SMS U/ PRODUCT REVISED
as compsy�•n9 with the Florida
INT. GLASS INT. GLASS Building Code
NOA�Io. 2"429.09
,za KODISPACE 4SG TPS ,zs SUPER SPACER@NXTTM 'Iration Date:0211712025
ALUMINUM Miami -Dade Product Control
REINFORCEMENT FOLYISO- DESICCANT FILL AREA
BUTYLENE 5116" NOM•
5/16" NOM. SEAL
BUTYL & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS. STEEL
EXT. GLASS
EXT.GLASS ,11111
LYNN
INT. GLASS INT. GLASS ��.•.• LICENSE'••.
No. 58705
,ze DURASEAL@ SPACER ,zi XL EDGET"SPACER
norcrmrvi.c i ca i n�rv�c w: r: �-on r, oyoa � oaiu — .
10707E010101.OGYnl0VE ao� -/$Y/
kANCHORAGEDETAILS/F,CAMPLEELEVATIO �%i�OF' ..FiOR01" N'�/•`�
an'REGISTRATIONt¢92HBji�l
SERIES 770ALUM. SGD - LM IMPACT ��'!S`,S�CNAL ECG
JR 03/2&20 D NO CHANGES THIS SHEET. 1 `
eiQ M' A. LYNN IVf&R,P.E.
JR"' 00110114 a a e ore SGD-770 NT 5 15 a 22 PG70130 D P.E.# 5B705
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET; SEE NOTES ON SHEET 15
M', SHEET 19 OPERABLE JAMB DETAIL'GT, SHEET 18;
'� ;F—INSTALLATION DETAILS'Gw' &'Gd, SHEETS 12 & 13
IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W, SHEET HEADER DETAIL W, SHEET 18; MAX.
DLO
SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DE
TAILS'Aw &'Ac', WIDTF
DETAILS'Gw' &'Ge, L2, SHEET 19 'AW &'Ad, SHEETS 12 & 13 7 SHEETS 12 & 13 W IDT
SHEETS 12 & 13 f , 90°
T
-IT
t
ES
PANEL
TYPE
11C MAX.
A UNIT
HEIGHT
PER
SEE TABLES
NOTE 2, 1-3
4EET 15
FN & 13 j X X X X —J
SEE FRAME & MAX. UNIT WIDTH
PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 (2-TRACK) 'DW &'Dd, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK)
ASTRAGAL DETAILS'Ll' & INTERLOCK DETAIL'M', SHEET 19 JAMB DETAIL DE SHEET &
L2, SHEET 19 INSTALLATION DETAILS'Iw' &
1 � •'l INTERLOCK DETAIL 70% SHE�19 'Id. SHEETS 12�13-�l
&HEADER DETAIL
13% SHEET 18;
JAMB DETAIL'H2', SHEEP P-HOOK DETAIL'J' & W. SHEET INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
18; INSTALLATION DETAILS 19; INSTALLATION d, SHEET
S''J 4 DETAILS'Bw &'Bd, DETAILS'IW &'I., SHEETS 12 8,13
'Hw' &'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 7Cc', SHEET 14
SHEETS 12 8,13 7
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
'D'
'A'
MA
NOM.
PANEL
UNI
HEIG
WIDTH TYP.
PE'
MAX.
PER
SEE
TABI
DLO
TABLES 1-3
NOTE 2,
1:
HEIGHT
SHEET 15
a
�
a
O
X
X
X
MA)
HE
F
TA
SILL DETAIL
'D', SHEET
18;
INSTALL
DETAILS
Tme &'Dd.
SHEETS 12
MAX. UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
I`
TYPE
TYPE
TYPE
TYPE
j
'R'
,L,
'M,
T'
1
UNIT
NOM.
¢ o t
I
GHT
ER
PANEL
WIDTH TYP.
z a
3LES
MAX.
/SEE.
PER
x I
3
DLO
NOTE 21
TABLES 1.3
y
HEIGHT
SHEET 15
h
LL
a
�
J
----- f
EXAMPLE: OXXXp
SILL DETAIL'E', SHEET 18;-
(3-TRACK, RIGHT POCKET)
INSTALLATION DETAILS
'EW &'Ed, SHEETS 12 & 13
10M7ECIwa.OGYORN
M VI]i m Nz SAs
(80)480.1800
D
NO CHANGES THIS SHEET.
lZEGlSIRAT701NRi9�B
TYPE
PANEL
PANEL
A
TYPE
TYPE
'CS'
OS'
NOM.
/
PANEL
MAX.
WIDTH TYP.
DLO
PER
EIGHT
TABLES 1-3
b
a
E!>
MAX. UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'M'
'F'
'F'
IF.
MA
NOM.
UN.
PANEL
HPIE
WIDTHTYP.
%
SEE
MAX.
PER
TABI
—NOTE 2,
DLO
TABLES 1-3
I -:SHEET
15
HEIGHT
EX
D
JAMB DETAIL'G3', SHEET
,--18; INSTALLATION DETAILS
'Gw' &'Gd, SHEETS 12 & 13
06 INTERLOCK DETAIL
�'M', SHEET 19
90° OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNERANCHORAGE
SHEET 11
INTERIOR
EXTERIOR NOM. PANEL
WIDTH TYP.
PER TABLES
1-3
UNIT WIDTH
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'Cw &'Cc', SHEETS 12 & 13
f
t
ES
EXAMPLE: XXXO SILL DETAIL'P, SHEET 18; '
(4-TRACK, BY-PASS) INSTALLATION DETAILS
Tw' & Td, SHEETS 12 & 13
EXAMPLE ELEVATIONS
Tft
SERIES 770 ALUM. SGD - LM IMPACT
® scirnO NTS 6 d 22 1 PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
HOA-No. 20-0429.09
Expiration Date: 02l1712025
By: _ 1 cw.2 f. L
Miami -Dade Product Control
� � • LiCENSF'• �C�
* No.58705
••• S ATE 0 0 •. ��
•'•'<ORIOP•.••• \7 t
A. LY L MILLIEft P.E.
P.E.IN 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
EXTCORNER
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 OUi
BOX IN
Wr HANDLE
W/HUJDLE
Wr HANDLE
WIHANDLE
WIKINDLE
WIHANDLE
W/HANDLE
W/ HANDLE
_�
_�
#118
#118
V31
#31
#120
#11
#61 #118
#81
#61.1
#61
#S1
SINGLE INTERLOCK mar
PP
K
L
TR
TQ
TC
TA
TV
TW
OUT
(1
SINGLE INTERLOCK ffnr
B
E
P
A
C
C
/C
SQ
SC
SA
SV
SW
IN
M""
Sn�
RR
R
S#mom
Sown
FD
FC
FV
FW
LO-Ks-LE
HANDLE
D
M
J
J
/ernram/
latxep
dASTRAGAL
BOX OUT
LR
PANEL NOTES:
wi HANDLE
(Saxam
/
1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
SIZES & DESIGN PRESSURE.
ASTRAGAL
BOX IN
/ Y
LEFT
O INTERIOR RIGHT NOT OR CROSSED OFF
LLI
2. PANEL TYPES SHOWN
J
wl HANDLE
(BOX"
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�IXTERIOR
AND ARE NOT AVAILABLE.
�--
ASTRAGAL
T I
STILE
STILE
()
BOX OUT
v
�O°l) maxOf�1
3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES
ASTRAGAL �
T U
(#61), CORNER RECEIVER (#118) AND EITHER
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR (#119) OR INTERIOR (9120) CORNER
L J
Box IN
ASTRAGALS.
J
(wX24
4. 135" ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER
� so LOCKSTILE(#61)
RT
CI
AND CORNER ADDON (#31).
J
z
W/ HANDLE #120
EXT CORNER
90LOGKSTILE
QT
QS
- ►I I--- .237"
SILL RISERS OPTIONS .232"
Q
0-
wrHANDLE1g
#61
EXT CORNER
90 RECEIVER
W/ HANDLE 18
CT
CS
�I I� •232° IXTERIOR PRODUCT REVISED
232 EXTERIOR I I IXTERIOR /L-, .067' as complying with the Florida
EXTERIORC] .062" \tom Building Code
•0��. 3.305" NOA-No. 20-0429.09
�-' 4.055"
2.5I55'
INT CORNER 1
1.567"
Expiration Dates 02/17/2025
1
80 RECEIVER
AT
AS
DF
.D62"
i By.
J.
WI HANDLE#118
Miami -Dade Product Control
EXT CORNER #116
CF
16` SILL RISER FLAT
• SILL RISER, FLAT SILL RISER, FLAT SILL RISER FLAT
20 24
O
90 RECEIVER
FLUSH, 1-112"
LOW. 2-1/2" MEDIUM, 3-1/4" HIGH. 4"
EXT CORNER ZK11
135 RECEIVER
W/ HANDLE #%1
VS
VF
EXTERIOR
�1 r— •750"
.759' EXTERIOR
I I .75W EXT�EtR-IIOR
335 RECEIVERCORNER �'
WT
WS
WF
a�j
EXTERIOR
.906" .062" '.062" 4.055"
W/ HANDLE #S1
2.51155"
.062" .
4Q3,305"
11..5rT67"
SILL RISER. BOX''
SILL RISER. BOX SILL RISER, BOX SILL RISER. BOX Q=�? L1cENSF'�C��
19`
21 23 MEDIUM, 3-1/4" 25 HIGH. 4" _ No. 58705
FLUSH, 1-112'
LOW, 2-1/2"
` NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS
107DTECHNOLODYDRIVE arm
STATE OF ;' ((1�Z
N. V09M FL34275 PANEL TYPES F <OR.DP,.•'G\�;
(0{!)I86}600
OW
Rr csrR trraNsa
S'•.•
SERIES 770 ALUM. SGD - LM IMPACT �'��S ��NAL E�
JR
03/2620 Q NO CHANGES THIS SHE1:T.
s.r u,de are a.c a,ra- rse A LYNE.#58705 P.E
RJR ia1m1�
SG6770 NTS 17 d 21 PG7Y1130 D P.E.#58705
1
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
FULLLE
14 1os OF JAMB GTH
G1
2-TRACK JAMB
105 6" LONG CLIP #105
W/ RETAINER #106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
EXTERIOR
LENGTH G2suns,
#lox3/a^V.123FULL
x 3OFJAMB
2-TRACKJAMB
CLIP #80 OR #105
6"LONGW/
RETAINER #123
@
(SHOWN WITH
a
MIDSPANFIXED
PANEL TO
I-1 THE EXTERIOR)
,+ .EXTERIOR
11.1
SHOWN WITH A 2-TRACK W/SCREEN
OPT. SCREEN FRAME HEAD
TRACK
2-TRACK W/SCREEN
O FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
13, SHEETS 6-6 FOR DP (PSF) ASSOCIATED WITH STILE.
G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
112 iGh
40 G4
51 5z 2-TRACK JAMB
W/SCREEN
53 1 1
J . EXTERIOR
3
113 5
EXTERIOR 69
a
3-TRACK
e FRAME HEAD
69
EXTERIOR
72 OR 73 E%7
a Av.-n AF.-M I»I<
j6Eh3-TRACK
E FRAME SILL
I JR 1 032820 1 D I NO CHANGES THIS SHEET. I
106 FULL PANEL JAMB LENGTH
60 OR 61 105
LOCK PAR
75 8 107-11
17
30 OR 61
16
5
5 SEE DETAIL G1
FOR FIXED
60 PANEL CLIP
LOCK PAR
SEE DETAIL G2
103
FOR FIXED 5
PANEL CLIP
g&l
5
16
17
�FLEXTERIOR EXTERIOR80 OR 81 J-L EXTERIOR JU%TERIOR
v
v4-TRACK
3�-TRACK JAMB
®(SHOWN WITH ®(SHOWN
H1 OPERABLE PANEL) Hz
3-TRACK JAMB JAMB 4-TRACK JAMB
WITH 1 (SHOWN WITH ®(SHOWN WITH
FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
®4-TRACK
C FRAME HEAD
4 TRACK
F FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES 13
MYiW=FLSWU VERTICAL SECTION DETAILS
(961)480•1600 m
REGISTRO1710Nl 22296ju-T�SERIES 770 ALUM. SGD — LM IMPACT
arc s.e o ftw
scn 77o tm 18 d 22 PGT0130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02/17/2025
By.— 1.-7 I. L4'^�
Miami -Dade Product Control
LY
. •: No. 58705
TATE F
N,AL
A L4, Mt It , P.E.
P.E. 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
e
I� EXTERIOR
vV f
90.
EXTERIOR II II II INTERIOR IOR y
9o.
INTERIOR
EXTERIOR
INTERLOCK
60
60
113
61
81 116
113
11 `ITEM#61 (HEAVY-DUTY
EXTERIOR
�I EXTERIOR
vv
113 103 119 �R EXTERIOR
7 STILE) SHOWN, ITEM #60
67
v
(STANDARD STILE) ALSO
dgh STANDARD ASTRAGAL #67
HEAVY-DUTY ASTRAGAL #68
�
90' OUTSIDE CORNER
90° INSIDE CORNER APPLICABLE SEE TABLES
TRACK SHOWN SHEETS FORDP
Lt WITH STANDARD STILES #60
WITH HEAVY-DUTY STILES #81
N1 2-TRACK SHOWN
N2 2
(PSF) ASSOCIATED WITH
A
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
STILES.
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
11 5
7
14
®135° OUTSIDE CORNER
01 2-TRACK SHOWN
THIS SHEET.
!d V&8= R. 34275
("048Q1690
REMSTRAnavR9M
INTERIOR
EXTERIOR
O®135• INSIDE CORNER
2-TRACK SHOWN
HORIZONTAL SECTION D _
SERIES 770 ALUM. SGD -
,bY,•b9! sale es
sco-no NTS 1 19 a 22
4 INTERIOR
PG70130
PRODUCT REVISED
as rnmPlying with the Florida
Building Code
Dion -No. 20-0429.09
Expiration Date- 0217/2025
gy, _ 1 c--2 1 Ll+may
MiamiDade Product Control
\1111111i+
�kV LYNIV
OG
* ; No.58705
�-)3Q�'. STATE F •. �Z'
to
ZONAL E�G
++rnntt\\
P. LYNN MILLER, P.E.
KEA 58705
TAB E 4:
Item
DW9T#
PGT#
Description
1
17306
617306
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
6
17317
617317
FRAME HEADMAMB 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-TRACK44MB
17
17311
617311
4-TRACK JAMB
18
17322
617322
SILL RISER- FLAT, FLUSH, 1-1/2"
19
17319
617319
SILL RISER -BOX, FLUSH, 1412"
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, 3-11/4"
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
POCKETP-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
1 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
TAPI G 5-
Material
Min. Fy
Min. F.
#12 Steel Screw
92 ksl
120 ksi
012184i Screw
60 ksl
95 ksl
#12410 Screw
90 ksl
110 ksl
1/4" DeWaiVEleo Aggre-GaterD
57 ksl
96 kst
114" Elco UltmCcr0
155 ksl
177 ksi
1/4" DeWalt UBraCon-0
1/4" 410 SS DeWalt/Eleo CreteFleXG
148 ksl
127.4 ksi
164 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
35 ksl
1 58 ksi
Gr. 33 Steel Stud
33 kef
45 ksi
JR 1 032620 1) I ADDED BACKBEDDIN0 8 MATERIAL PROP. TABLE
Item
DW9T#
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 SPUNE-.165"
52
1694
61694
SCREEN SPUNE-.150"
53
6T816C20
SCREEN CLOTH
54
1725
1/2" X4" X 1/16- SET. BLOCK,, NEOPRENE 65 -15
55
1726
1- X4- X 1/16" SET. BLOCK, NEOPRENE 85 +/S
60
17325
617325
PANEL SOLE
61
17328
617326
PANEL STILE (HEAVY MITY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
6IP248
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 DUN ASTRAGAL
69
17324
617324
TOP 8 BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-10 X 1"'X 314" HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. STL ROLLER ASSY.
73
1 8153
78153N
TANDEM NYLON ROLLER-ASSY.
74
SILICONE
DOW-791, 899. 983, 995 OR GE 77DO
75
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
76
71032XIFPFX
#1D32 X 1" FL SS SCREW W/ TYPE "F" TIP
77
7103239
1032 STEEL ZINC U44UT
79
17357
617357
1" IG BEAD
80
17359
617359
7/16' BEAD / FIXED PANEL CLIP
_81
17360
617360
9116' 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
ROLLERADJ. 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 CUP -6' LONG
106
17362
617352
FDO=D PANEL RETAINER - 9116"
107
1739
71739
HANDLE KIT - INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
781628N
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL
111
71OX34PPSDAX
#10 X 34" PH. PN. TEK- S.S.
112
1235
67S16
WSTP, .270 X.170 - FIN SEAL
113
1712
64066
.187" X.230' FINSEIAL
114
71OX115PPX
#10 X 1412"
115
710XPPT
#10 X 1"
116
720XIX
#14-20X7"S.S.
117
72OXI12X
#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
6117336
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
617352
FD(ED PANEL RETAINER• 7/8'
N. VBWCF-FLS41M
(941)480.1600
Rmsn?ATTONit�288
GJ%Cc 7 / /V RVIVI. VUV LIY1 rlgl-AV I
euae aft an.,e a+sra/n
SGD-770 NTS 20 d 22 PGT0130
NOTES: ,
1) ALL ALUMINUM = 6063 T6
2) ITEMS # 33-39, 5659. 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 Q 24" MAX. O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No._ 20-0429.09
Expiration Date: 02/17/2025
Byp_ 1'---2 1- Z4'.�
Miami -Dade Product Control
`1A 1111I 11111//
��4,� .• GENSF
* No.515705
.V11
PZO
70NAL TEN �`•�
A. LYNN MILLER. P.E.
P.E.# 58705
5.069" 8.562"
0.080"
1211" 1.505"
0.081" 0
2-TRACK HEAD to 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
SAW
Li1,.
0.061" 02-TRACK HEAD W/ SCREEN TRACK
(6063 T6 AL)
6.526"
0.080"
1.505"
O3-TRACK SILL
(6063-T6 AL)
7.105" 6.221"
m 4
o.aso"
1.211" 1.505"
0.081" O 3-TRACK HEAD OEi 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
9.142"
rm1.211"
0.0811, O4 4-TRACK HEAD
(6063 TS AL)
--►1 1.514"
1.260"
0.060"
2"
L�!E
0.
1.516"
@FRAME HEAD/JAMB SCREEN 12 FRAME SILL SCREEN
ADD -ON ADD -ON
(6063-T6 AL) (6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C.
I JR I 032E 1 n I NO CHANGES mis SHEET: I
4.49"
0.080"
1.505"
LjLj
7D2-TRACK SILL
(6063-T6 AL)
0.060"
0.760"
1.sso"
FRAME SILL SCREEN
13 END ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @24" MAX. O,C.
X. VWM FL 9177E
(E4F1)480•IE00
REGiSlR MA102M
1.872"
0.062"
1.019"
0.081"
SCREEN
40 STILE
8"
(6063 T6 AL)
5.069"
(�- 1.045"
I
1.993" 0.062"
O1a 2 TRACK JAMB
45 SCREEN
OTOP RAIL
(6063 T6 AL)
(6063-T6 AL)
2-TRACK JAMB W/
15 SCREEN TRACK
(6063-T6 AL)
5"
1s 3-TRACK JAMB
(6063 T6 AL)
n 4-TRACK JAMB
(6063-T6 AL)
EXTRUSIONS
rm
SERIES 770ALUM. SGD -
sm,vo I NTS 121 122 1 PGT0130
Fes- 0.875"
1.993" 1
0.002"
SCREEN
a6 BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
as comp)ymg with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02/17/2025
Bp _ 1 s"-2 I.
L4-"
Miami -Dade Product Control
......
� csF
* No. 58705
=o`•6Azzp�'�=
i�0, % STATE OF ; • [C7��
i ••.FCORIOP.•' \_�
"'%SS'rO�NAI- )0111
A LYNNOLILtO,�.E.
P.E.S 58705
0.718" W�1-
0.062"
2.3 D4" 3.80T
3.802" �j 0.752"
0.574" 0.796" 1.163" 0.080" 0.062" i
0.264" 0.233" 0.062"
FRAME SILL 0.00 P-HOOK MOUNTING P-HOOK SCREW
5 11 - 25 P-HOOK 28 29 30 P-HOOK FOR BOX RISER
COVER OTRACK O OADAPTOR OCOVER 0.080"
(6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL)
4"
.155" 4,
2.30 1.488"
0.0801, 1.739" +j
0.830" 0.062" 1.600 0.133" 1.600 0.062" 1.303"
L9Li
O80" 1.870" 1.888"
016" 0.325"
1.974"
2 4„ 3.126' 3.125' 0.062"
INTERLOCK INTERLOCK
31 135° CORNER 32 135° FIXED MOUNT ' O STANDARD STILE 61 HEAVY DUTY STILE 62 O
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
W STANDARD ASTRAGAL
(6063-T6 AL)
4.125"
7
1.646" 0.062" 130V
0.281" ----I 1-
68 HEAVY DUTY ASTRAGAL
(6063-TG AL)
1.003"
0.75T'
0.080"
I
toy FIXED
PANEL CLIP
9"
(6063T6 AL)
E
.559,
- mil 0.863
0.709"
t23 FIXED PANEL
OREfAINER, 7/8"
0.080"
(6063-T6 AL)
FIXED PANEL
106
RETAINER, 9/16"
(6063-T6 AL)
NO CHANGES
2.803"
11e
30"
118 90° CORNER RECEIVER
(6063-T6 AL)
1.050" I+- 1.050" (�--• � 1.050" �-�•-
,465"
,045" I }045" �-
Oes TOPBOTTOM RAIL 79 GLAZING 80 7/16" GLAZING et 9/16" GLAZING
O BEAD (I.G.) OBEAD, FIXED BEAD PRODUCT REVISED
(6063-T6 AL) 6063-T6 AL PANEL CLIP as comp ing with the Florida
( ) (6D63 T6 AL) Building ode
(6063 T6 AL) NOA-No. 20-0429.09
Expiration Date: 02/17/2025
719 90° OUTSIDE CORNER ASTRAGAL
(6063-T6 AL)
x. V&=R SW3
(WQ480-1600
REGWRA17ON!lMM
5.621"
0.133"
.498"
1 M--]
4"
tzo 90° INSIDE CORNER ASTRAGAL
(6063-T6 AL)
EXTRUSIONS
M.
SERIES 770ALUM. SGD-
sca77o I AMS 1 22 d 22 1 PG70130
By. _ 1 P-2 1. 44."
Miami -Dade Product Control
LYNN
No. 58705
�`
SATE 0 •([/
sS/ONAL1
A. L1ItSIP1MILLEft, P.E.
REA 58706