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MIAMI•DADE " ��� MIAMI-DADS COUNTY
LXAVWZ FO
� aPRODUCT CONTROL SECTION
� i P LIAN C E 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMI OU E R ) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION ST. LUCiE COUNTYT (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
www.miamidade.gov/cconomy
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. PGTO130 Rev D, titled "Series 770 Alum. SGD - LM Impact", sheets 1
through 22 of 22, dated 10/10/14 and last revised on 04/22/20, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limits, applicable Standard or Heavy -Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 19-1126.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
s�G� L�1Rnek 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
l . 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. 09-082610)
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. 09-082610)
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-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
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
I st,G7 l - L4i,qn.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-51' Edition (2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. expiring on 02/17/20.
2. Evidence submitted under previous approvals under file #16-2609.06
A. DRAWINGS
1. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22,
dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/
PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test
Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all
signed & sealed by Idalmis Ortega, P.E.
C. CALCULATIONS (Submitted under previous NOA)
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5' Edition (2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I., expiring on 02/17/20.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. Evidence submitted under previous approvals under file #17-0420.12
A. DRAWINGS
1. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22,
dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-6t' 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 (61" Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA renews NOA # 17-0420.12, expiring April 07, 2025.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO130 Rev D, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22
of 22, dated 10/10/14 and last revised on 04/22/20, prepared by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative
units listed below and tested to qualify Dowsil 791 and Dowsi1983 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 7t1 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.
1s�G� f� Lti�h�
Ishaq 1. 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, ASD.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) REFERENCES: ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX AND
AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN
MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554
TABLE B. SEE DETAILS ON SHEETS 4 & 5
Glass
Type
Description (Listed from Exterior to Interior)
G3
711V Laminated: (2) Utes of 3/16" HS Glass with .090" PVB Intedayer
G3A
9116' Laminated: (2) Lites of 1/4' HS Glass with .OW PVB Intedayer
G4
7/16" Laminated: (2) Utes of 3116" HS Glass with .09T SG Intedayer
G4A
9116" Laminated: (2) Liles of 1W HS Glass with .OW SG Intedayer
G5
1' Laminated I.G.: 3116' T Exterior Cep + 318' Air Space +7116' Laminated; (2) Utes of 3116" HS Glass
vAlh .09D' PVB Intedayer
GSA
V Laminated I.G.: 1W T Exterior Cap + 5116' Air Space +7/1V Laminated; (2) Liles o13116' HS Glass
w11h.090' PVB Intedayer
Laminated I.G.: 3116' T Exterior Cap + 3W Air Space + 7/16" Laminated; (2) Utes of 3116" HS Glass
vrith .09T SG Intedayer
GSA
1'Laminated l.G.:1I4'TExterior Cap+5116'Air Space+7/16•Laminated; (2)Utes of3/16' HS Glass
with.090' SG Intedayer
G7
7116' Laminated: (2) Lites of 3116' ANN Glass with .090' SG Intedayer
G7A
9116' Laminated: (2) Liles of 114' ANN Glass with .090" SG Intedayer
GB
1' Laminatetl I.O.: 3116' T Exterior Cap + y8' Air Space + 7716' Laminated; (2) Liles of 3/i6" ANN Glass with .09T SG Intedayer
GSA
1' Laminated I.G.: 114' T Exterior Cap + 5116" Air Space + 71164 Laminated; (2) Liles of 3116' ANN Glass with .090' SG Intedayer
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
'r = TEMPERED
"PVB' _ .090" TROSIFOL® PVS BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLASOBY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1, 2 & 3 ON RATED FOR LARGE & SMALL
SHEETS 6, 7 & 8 MISSILE IMPACT RESISTANCE
CODES / STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300-09
• ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI S100-18
• AISC 360.16
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4.5
ANCHO RAGE.....................6-14
DESIGN PRESSURES
6-8
INSTALL DETAILS..............12-14
ELEVATION S.....................
15,16
PANEL / SILL TYPES.........17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
EXTRUSIONS ....................
21.22
I JR 1032WO I D I UPDATED TO FBC 2020, ANCHOR TYPE TABLE I
N. VENICE R.34US
(941)480.1600
REGISTRATIONI292a6
TARI F A,
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C.
Dlst O_Cnce
Min.
Embedmentor
Metal Thickness
A
#12 18-8 SMS or
#12 410 SS SMS
(min. of 3 threads
beyond metal substrate)
All
Southern Pine (SG = 0.55)
9116'
718"
1-318"
6063-T5 Aluminum
3/8'
9/16"
0.071" (20 Ga)
A36 Steel
318"
9116"
0.050"
Or. 33 Steel Stud
318"
9116,
0.045" (18 Gel
1/4' DeWalUElco
Aggre-GaloND
All
Conerete (min. 2.22 ksi)
1-1/2"
3"
1-318"
Jamb I P-hook
Filled Block (ASTM C90)
1 2"
1 3"
2'
Jamb I P-hook
I Hollow Block (ASTM C90)
1 2'
1 3-
1-1/4"
All
Southern Pine (SG = 0.55)
1°1
1"
1-318"
B
#12 Steel SMS (Or. 5)
(min. of 3 threads
beyond metal substrate)
All
Southern Pine (SG = 0.55)
9/16"
718"
1-318"
6063-TS Aluminum
3/8"
9116'
0.071' (20 Ga)
A36 Steel
318"
9116'
1
0.050'
Or. 33 Steel Stud
3/8"
9/16°
0.045" (18 Ga)
114" Elco UllraCon®
All
Concrete (min. 2.85ksi)
V
4"
1-315"
Jamb LP -hook
Hollow Block (ASTM C90)
1"
6"
1-114"
C
1/4" Dowell
UltraConV +
Head / SIII
Concrete (min. 3 ksi)
1S/16°
4°
1-318°
Jamb / P-hook
Concrete (min. 3 ksi)
1"
4"
1.318'
Jamb / P-hook
HeBlock (ASTM C90)
1"
3"
1-114'
All
Southem Pine (SG = 0.55)
1'
1"
1318"
114" Elco UltraCon®
All
Concrete (min. 2.85 ksi)
2-1/2"
4"
13/8'
Jamb I P-hook
Filled Block (ASTM C90)
2-1/2"
4"
1-314"
Jamb I P-hook
Hollow Block (ASTM C90)
2-1/2"
U.
1-1/4"
D
410 SS
DeW
CreteFlex o Flex®
Head/Sill
Concrete (min. 3.35 ksi)
1'
W.
1-3/4'
Jamb I P-hook
Concrete (min. 3.35 ksi)
1"
6"
1-314"
Jamb I P-hook
Hallow Block (ASTM C90)
2-1/2'
6"
1-1/4"
All
Southern Pine (SG = 0.55)
1"
1"
1-318'
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES. SEE TABLE 5, SHEET 20.
4) HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS.
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
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.
NOA-No. 20-0429.09
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
Expiration Date: 02/17/2025
By: — 1 --7 1. c /,'--
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112" 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.
1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
7
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, NONMETALLIC GROUT, MAX. 1/4' THICK & 3400
PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE
SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO
SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
I SERIES 770 ALUM. SGD - LM IMPACT I
SGD•TM I NTS 1 1 d 22 1 PGT0130
1: No.58705 `=
Q STATE OF •• [(/\
S
A.�L10NALER P.0
P.E.# 58705
EXAMPLE CONFIGURATIONS CONFIGURATIONS OTEs:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "JW', "Jc". "KW OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
NOM. PANEL WIDTH NOM. PANEL WIDTH w PXXXXP, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 14^-13V PER TABLES 1-3 1 CAN BE OXXXp.
92, 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
1 j 1 19 1 OF ANY 2 STRAIGHT CONFIGURATIONS.
Jw Jc I c Jw Jc irz
MAX. UNIT 13 a 1 I i a m MAX. UNIT / 1s / a a i z u y 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
HEIGHT / 1a 1 I ¢ HEIGHT 19 1 1 I a
PER TABLES 1-3 j lu PER TABLES 1-3 i "X" = OPERABLE PANEL,
"O" = INOPERABLE PANEL,
laws Icw� "p"=POCKET
POCKET 1 rn POCKET I h DETAIL LETTER
-J•, - _" -1-11 x 'W' = WOOD OR METAL INSTALLATION
NOM.
PE
MA)
HE
PER TF
1-PANEL 4
2-PANEL r
®`` "c"=CONCRETE INSTALLATION
CONFIGURATIONS 1 ,3
CONFIGURATIONS , 13
SHEET NUMBER
WIDTH
MAX. UNIT WIDTH
Ac
1 1
MAX.
NOM. PANEL WIDTH
UNIT WIDTH
A e�Q -c
13 1 \3J
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
ES 1-3
PER TABLES 1-34�:�
IANEL
R TABL
Im
1
1
Jw
14
1 1
UNIT 1 13
9
19
4
GHT
1s
is
BLES 1-3
1
Jw Jc I
1 14
14 1 jQaQ
iUa
iRLL
a`
POCKET y
�r-- r�r--
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 13 1 3 14 13 12 13 12 13
MAX. UNIT WIDTH MAX. UNIT WIDTH -, i-4
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT )
HEIGHT C
PER TABLES 1-3
. I (242) aa�
Jc I c ac
19 1 79
14 i Q An
o MAX. UNIT 19 19
1a 12 °a w HEIGHT
J
�Fw PER 19 119
Io�w TA13U+ES1-3
POCKET m
1
9
14 1 Iwo
�Zao
19
POCKET 1 v�
5-PANEL
CONFIGURATIONS
I JR 1 03/2520 1 D I NO CHANGES THIS SHEET. I
1070TECHNOLOGYDRN
N. VEVICE, FL 34275
(8H)480.1800
REGIS7RATiONrT29296
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNITU1.
w jEE
SEE
HEIGHT0 NOTE
PER 2, THISTABLES 1-3 SHEET.
L
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
SERIES 770ALUM. SGD - LM IMPACT
'rwsme sa1r ae a.+aw
SGD•770 NTS 2 d 22 PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02/17/2025
By: _ 1.-7 I. 4'4-1
Miami -Dade Product Control
.: No.58705 •�
*=
TATE F •' (V�
G
S'ONAL E��
11111I11111
A. LYNN MILLER. P.E.
P.E.A 58705
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
NOM. PANEL WIDTH W c
PER TABLES 1-3 1 3 13
ffilMAX. UNITHEIGHT,
96" OR 120"
NOW F
PEI
MAX
HE
PER TA
IMF]
ILL
!La
m
iE7
m
�F77
m
m
m
m
m
m
r
J J 1
1 1a
1 1a lobo
a
I �w
a
POCKET h
-- - J'�r----�
6-PANEL CONFIGURATIONS
2 13 1 13 1 13
t
/_1!9lSacl^iLTat�1L.2a
m
m
m
UNIT
��•>,
gym*►
Lin
GHT,�n�',+�
fl7 3
m
iF7
m
m
m
XES 1-3
w Je I
1 j �
4 1
12ny
lo�'w
POCHET a
7-PANEL CONFIGURATIONS r
1 13 1 13 1 13
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3 1 13 3 3
MAX. UNIT 1 13
HEIGHT 1 13
PER TABLES 1-3
I
—_
m
mI
imF��7
imF�7
m
m
m
,SEE
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "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
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
"X" = OPERABLE PANEL,
"0" = INOPERABLE PANEL,
"p" = POCKET
DETAIL LETTER
Qx W' = WOOD OR METAL INSTALLATION
J "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"
r
Jw Jc 1
1 1
1 1 iZ�q
a N
S 10
POCKET
-sir---
8-PANEL CONFIGURATIONS
1 1 13
N. EXAMPLE 1;UNFIGURATIUN5
/str)4ao-rcoo 'SERIES SERIES 770ALUM. SGD - LM IMPACT
O.W620 D NO CHANGES THIS SHEET.
SGD-770 I NTS 1 3 d 22 1 PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date:02/17/2025
By: _ 1 c --7 1. L l—.
Miami --Dade Product Control
,o%tI1 I III,,.
�. N.. LYNN��
N0.58705
STATE O aJ (Vu:
i CCiS ''•F�ORIOP, ••'G�=:
ZONAL I5� •\ •
A. LYNN MILLER, P.E.
P.E.# 58705
GLAZING DETAILS (133, ISM, G4, G4A, G5 & G5A)
7/16" NOM.
7/16" NOM.
1" NOM.
3/16" HS GLASS
3/16" HS GLASS
3/16" HS GLASS
.090" PVB
.090" PVB
.090" SG
3116" HS GLASS
3/16" HS GLASS 74
3/16" HS GLASS
74
3/8" AIR SPACE 74
3116" T GLASS
82
82
83
EXTERIOR 3/4" NOM.
EXTERIOR
3 W' NOM.
3/4" NOM.
(�
124-127
`r BITE
BITE
GLASS
BITE
EXTERIOR
ao
50
a
79
5a
Sa
55
7/16" LAMINATED GLASS, TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9/16" NOM.
9/16" NOM.
1" NOW
3/16" HS GLASS
114" HS GLASS
1/4" HS GLASS
.090" PVB
.099, PVB
.090" SG
3116" HS GLASS-
74 74
1/4' HS GLASS
745/16"AIR
SPACE 7a
1/4"TGLASS
PRODUCT REVISED
82
as complying with the Florida
Building Code
3/4"
314" NSS
NOA-No. 20-0429.09
EXTESS
EXTERIOR
GLASS
3/4°NOM.GLASS
Expiration Date: 02/17/2025
BITE
BITE
GLASS
BITE
By:EXTERIOR
Mlaml-Dade Product Control
a
81
79
54
54
55
9/16" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE 134A
1" LAMINATED I.G. GLASS, TYPE G5A
`ANY
LSCENSF
`� ����•'
GLAZING NOTES:
No 58705
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
T'=TEMPEREDSEE
SHEET 15 FOR SPACER DETAILS.PVB"=.090"TROSIFOO
= sY =
= D UI_TA�WEZOO
to7oTEctwol oovDRrva
�0'•,.'
PVB BY KURARAY AMERICA, INC.
N. 7S
DETAILS
���
'. �s '• fz
"SG" = .090" SENTRYGLO BY KURARAY AMERICA, INC.
/�„
_GLAZING
ORIOF,.-'•
�11411
SERIES 770 ALUM. SGD - LM IMPACT
NAL E�G
JR 032620 NO CHANGES THIS SHEET
REGISM7=019M
°�
A. LYN�•I MILL�R, P.E.
msmen• amr a 4e pmK
JR 1a1o/f�-- - -- -- -
SGD•770 NM 4 - 22 PGTO130 i.7
P.EJ 58705
GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A)
1" NOM.
7/16" NOM.
1" NOM.
3/16" HSkGLA
3/16" ANN GLASS
3116" ANN GLASS
0
090" SG
3/16" HS090"
SG
3/16" ANN GLASS
3/8" AIR
3116" ANN GLASS
74
3/8" AIR SPACE 74
3/16" T GL
3/16" T GLASS
82
83
EXTERIOR
3/4" NOM.
3/4" NOM.t24127
a
GLASS
124127 GLASSBITE
BITE EXTERIOREXTERIORa807
79
54
55
1" LAMINATED I.G. GLASS, TYPE G6
7/16" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1" NOM.
9/16" NOM.
1" NOM.
3/16" HS GLASS
3/16" ANN GLASS
.090" SG
1!4"ANN GLASS
.090" SG
3/16" HS GLASS
090" SG
3/16" ANN GLASS
5/16" AIR SPACE 74
1/4" ANN GLASS
74
5/16" AIR SPACE 74
1/4" T GLASS
1/4" T GLASS
g2
PRODUCT REVISED
83
83
as complying with the Florida
Building Code
3/4" NOM.
woA-No. 20-0429.09
3/4" NOM.
t24-t27
EXTERIOR
GLASS
124-127 3G
Expiration Date: 02/17/2025
GLASS
(�
BITE
SS
GLASS
BITE
Y-
BITE
By:_ I s�-.7 I' Z""'`
EXTERIOR
EXTERIOR
Mlaml-Dade Product Control
81
a
79
79
54
55
55
1" LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS, TYPE G8A
ilu ,
10��N! LYNN9j/'',
`�F
.•'•LICENSE'•. i�
`� ��'�
GLAZING NOTES:
_ No. 58705
"ANN" = ANNEALED
= __
"HS" = HEAT STRENGTHENED
"T' =TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
= 7 : (A
7� j _
� '•, �(� � _
�SATEF
"PVB" = TROSIFOP PVB BY KURARAY AMERICA, INC.
1070TEONOLGGYDRNB
m
O� . S
.090"
"SG"=.090"SENTRYGLASPBYKURARAYAMERICA,INC.
N1941) 176
%(ems •F<ORIOP..'
_GLAZ/NGDETAILS
��`
/'' S�DNAL
R"IdREcis7atnoxe
JR 032820 D NO CHANGES iNIS SHEET.
zszee
SERIES 770 ALUM. SGD - LM IMPACT
11ENG
sr.rwrt eaK s.e ara
A. LYNN �III.LER P.E.
D JR ,OIIW14 �
®
sco-7m NTS 1 5 - 22 POT0130 D
P.E.A 56705
TABLE 1:
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 psf
(May be limited by Table 1A)
Table applies to Glass Types 3,
3A, 5, SA, 7, 8 aA and
gal
the Stile/Astragal Types shown
below.
Door Unit Height
80"
64'
go.
g6"
69.718" DLO
73-718" DLO
79-718" 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
1 D
HeadiSill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
COI
24•
DLO
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+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
=
30•
DLO
Jamb
8
8
8
B
8
a
8
8
8
8
8
a
8
8
B
a
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+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
C:4+1
C4+1
C4+1
36"
DLO
Jamb
8
8
8
a
8
8
8
8
8
8
a
1 8
8
a
8
B
a
P-hook
6+7
6+7
1 6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
35"
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
E
42'
�O
Jamb
8
8
8
a
8
8
8
8
8
8
B
8
8
8
8
8
Z
P-hook
6+7
6+7
6+7
6+7
7+8
7+B
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
41"
Head/Sill
C4+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
40•
DLO
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
10
8
8
B
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
L 7+B
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TABLE 1A:
Sill Heightto Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(Flat or Box, see
(+) Design
Sheet 17)
Pressure, psf
Flush - 1-1/2"
see note 3
Low - 2-1/2"
+ 46.67
Medium - 3-114"
+ 60.0
High-4'
+60.0
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866"
OH LENGTH 1--
of
C7
_ 00I OH RATIO_ 1
O �
�II
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90" Astragal
Assembly
Lockstile @
90" Astragal
135" Astragal
Assembly
Lockstile @
135" Astragal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
:Ely
Outside Corner
f9n-E:J
Inside Core
outside
Carder
Insld
Corner
Inside
Corner
Outside
Corner
Part #60 (x2)
Part #fi0
Part 060
Part #60 (Stile)
part #67 (Astragal)
Part 460
Part #61(Stile)
Part #118 (Corner
Receiver)
part #119 (Out.)
part #120 (In.)
Part #61 (Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
Part #61
N. vemca, f1 s1S76 DPAND ANCHORAGE
(al1)19a1600 1tt
NO CHANGES THIS SHESHEET.REGISiRAnOW11ra31B8 SERIES 770ALUM. 6
Ssua7o�NTS16 - 221PGT0f30- 221PGT0130
as complying with the Florida
Building Code
NOA-Ne. 20-0429.09
Expiration Date: 02/1712025
By:_ I---, (. L4".,
Miami -Dade Product Control
\.,. Nv L1JVAI
No.58705 =
%��,�'•., STATE OF
EN
rrllillltt\
A. LYNN MILLER, P.E.
P.E.# 58705
TARI F 9-
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90' or 13V comer units, see sheet 11
Maximum DP for all sizes: +60 / .60
(May be limited by Table 2A)
Table applies to Glass Types 4, 4A,
Door Unit Height
80'
84'
90,
96"
102"
108-
114"
129'
6, 6A, 7, 7A, 8 & aA and the
Stile/Astragal Types shown below.
69-718" DLO
73-718" DLO
79.718" DLO
85-7/8' DLO
91-7/8' DLO
97-718' DLO
103-719' DLO
109-7/6' DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
B
C
D
A
B
C I
D
A
B
C I
D
A
B
C
I D
A
B
C
D
A
B
C
D
A
B
C
D
HeadfSill
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
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
+1
+1
C4+1
C4+1
C4+1
C4+1
C4+1
24"
DLO
Jamb
9
a
8
8
8
8
- 8
8
8
8
A
9
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
04+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
C4rl
C4+1
C4+1
C4+1
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"
DLO
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
6+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
21.
HeadlSill
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
C4+t
C4+1
04+1
C1+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
36'
DLO
Jamb
8
8
8
9
8
a
a
a
8 _
8
8
8
8
a
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
to
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+B
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
c
HeadlSlil
C4+1
04+1
CA+1
CA+1
G*1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4N
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
G+1
C4+1
C4+1
CS+1
C5*1
04+1
G+1
01°. 4T
DLO
Jamb
8
8
8
g
8
6
9
8
8
a
8
8
8
8
B
8
10
10
10
10
10
10
10
10
10
10
10
10
12
10
10
10
-
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+B
7+8
7+B
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
HeadISIll
C4+2
C4+2
CA+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C5+2
C5+2
CI+2
CI+2
C5+2
C5+2
C5+2
C5+2
C5+2
05+2
C5+2
C5+2
z 46'
41
DLO
Jamb
a
8
8
8
B
8
a
8
8
8
8
B
10
8
8
8
10
10
10
10
10
10
10
10
12
10
10
10
12
1 10
10
10
P-hock
6+7
6+7
6+7
6+7
7+6
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
1 a+9
I a+9
I 8+9
1 8+9
9+10
9+10
9+10
9+IO
I 9+10
I 9+10
9+10
9+10
54'
60'
DLO
Head/Sill
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
CI+2
04+2
C4+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
a
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
DLO
He53- adlS111
ca+2
C4+2
04+2
C4+z
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+z
24+2
ca+2
C4+2
ca+z
ca+z
Jamb
8
8
8
8
8
a
8
8
10
8
8
8
10
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
1 7+8
1 7+8
1 7+8
1-UK tAAMVLt UN UJINLi IAt{Lt, Stt bNttI t$.
NOTES:
1) POSITIVE PRESSURES IN TABLE 2ARE 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 3-114" SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
TARI F 7A-
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush - 1-1/2'
see note 3
Low - 2-112"
+ 46.67
Medium - 3-1/4"
+ 60.0
High-4"
+60.0
SLL NU 1 tS 1-3
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT=
OH LENGTH [__ DOOR UNIT HEIGHT-10.125"
K
= OOI OH RATIO 2 1
= p
O
OH RATIO = OH LENGTH
OH HEIGHT
TIAG c,n1 1 rmAtude-- CTII C A. AQTDAmal TVDCQ QWA1 1 RF I IQFn Pnc? TARI F 9 Q=G cwrF=TQ 91 R 99 {=P1D DART nIIIAFNQInrJQ ANn QNFFTQ AR & 1Q cr1D AQQFMRI v nFTAn Q
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Lockstile @
90' Astragal
Lockstile @
135' Astragal
Lockstile @
Assembly
Straight Astragal
Assembly
90" Astragal
Assembly
135' Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
Outside Comer
Outside
Corner
Inside
Corner
;Oa4
"::F
`-�
o
Inside
Corner
O uts ideer
Inside Comer
Corn
r1aZ11(x2)
Part 461(Stile)
Part 061 (Stile)
Part #119 (Out.)
Part #61 (Stile)
Part #61
Part#61
Part #67 (Astragal)
Part 461
Part #118 ((orner
Part #120 (In.)
I
Parts 931 & 02
Part #61
Receiver)
(Com. & Fxd Mount)
N. VEN(C& FL 34275
("ll)480.16e0
REGISM77ON029M
ANCHORAGE
0=r11=Q r7vi't&-Um. wu- c.lnnylrnr.l
sGar7G NTS �7 a 22 n PGTV130
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
as complying with the Florida
Building Code
NOA-roe. 20-0429.09
Expiration Date: 02/1712025
By: — 1.—.2 V L.6+.1 _
Miami -Dade Product Control
//1111111 //,
No.58705 •� '
0�'. STATE OF (V
Cam' F,<ORIDP•,.•'
s
G�
1NALIN�`\
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
(May be limited by Table 3A)
Table applies to Glass Types 4, 4A,
Door LI I Height
So"
84"
W.
96"
Im.,
108"
6, SA, 7, 7A, 8 & BA and the
StilelAstmgal types shown below.
69.7/8" DLO
73.7/8" DLO
79-7/8" DLO
7/ 85-8' DLO
91 7/8" DLO
97-7/8" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A B C D
A I B I C I D
I A I B 1 C 1 D
I A I B C D
A I B I C I D
A I B I C I D
Design Pressure
+/-g0.0As/
+/-82.5 psf
+/-75.0 psf
17"
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+t
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
24"
DLO
Jamb
a
8
B
B
8
8
8
B
8
8
B
8
8
8
8
8
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
1 6+7
6+7
1 7+8
1 7+6
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
7+8
1 7+8
1 7+8 17+B
7+8
8+9
1 8+9
1 8+9
8+9
8+9
1 8+9
8+9
1 8+9
Design Pressure
+/--90.0
psf
+/-82.5
psf
+/-75.0
psf
23
Head/Sill
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
I C4+1
1 C4+1
1 C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
t
30"
DLO
Jamb
8
8
8
B
8
8
8
8
10
8
8
8
10
8
8
8
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
Design Pressure
+/-90.0 psf
+1-82.5
psf
+/-75.0
psf
a.
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
a'"
DLO
Jamb
10
8
B
8
10
8
8
8
10
B
8
B
12
10
8
B
12
10
10
10
10
10
10
10
c
P-ok
ho
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
E
Design Pressure
+/-90.0 Psf
+/-82.5 psi
+/-75.0
psf
°
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C5+2
C5+2
CS+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
05+2
42°
DLO
Jamb
10
I 8
1 8
181
10
1 8
1 8
1 8
12
10
a
a
12
10
8
8
12
10
10
10
12
10 10
10
P-hook
"7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
B+9
8+9
8+9
8+9
8+9
6+9
8+9 8+9
8+9
Design Pressure
+/-90.0 psf
See Note A ow
+/.82.5 psf
+1-75.0 psf
41"
Headl$III
C5+2
C5+2
C4+2
C4+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
CS+2
C5+2
C6+2
C6+2
5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
48"
DLO
Jemb
10
8
B
8
12
10
8
8
12
10
8
8
141121
8
B
14
12110
10
14
10
10
1 10
P-hook
7+8
1 7+8
1 7+8
1 7+8
1 8+9
1 1
8+9
8+9
8+9
8+9
1 8+9
1 B+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 +/-gG.O PSF FOR GLASS TYPES 4`6A. 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.
DLO WIDTH =
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
NOM. PANEL WIDTH - 7"
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-10.125"
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.
TU= cl I -An-a QTII C R AQTPAnAI T =Q cuel I RC I IQ=n Cna TARI = 1 Q== QWrI=TQ I1 R')'> CnR PART n1AAFNQInKIQ
ANrI RNFFTR tR A AQ Fr1R ARQFMRI V nf=TAII R
Interlock
P-hook
Lockstile @ lamb
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
4V
6V
Heavy-duty Astragal
Outside Corner
Inside Car
Outside
Corner
Inside �
Corner
nside
Corner
Iff:lv
Outside
Corner
Part #61(x2)
Part #61
Part#61
Part #61 (Stile)
part 068 (Astragal)
Part #61
Part #61 (Stile)
Part #218 (Corner
Receiver)
part #119 (Out.)
Part #120 (In.)
I
Part 061(Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
part #61
AL VENICE, FL S4275 DP AND ANCHORAGE
(ear)48D.16 o '
RECISMn0N4?52ae I SERIES 770 ALUM. SGD - LM IMPACT
SG6.770 I NTS I 8 - 22 1 PGT0130
TARI F'AA•
Sill Heightto Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-1/2"
see note 3
Low - 2-1/2"
+ 46.67
Medium - 3-114"
+ 60.0
High-4"
+90.0
SEE NU I E5 1-3
OH LENGTH
s
= Oo OH RATIO >_ 1
x O
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02117/2025
By: - 11w 2 1. L 4. 1
Miami -Dade Product Control
�,U1nu1r1,
x i No.58705
wC
�O�'.• S ATE �
/S//ONALIG" .
A LYNN MILLER,
P.E.
P.E.# 58705
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF:
SEE "CS" CLUSTER
SEE JAMB (9) P-HOOK ANCHORS, SEE "C5"CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10
SPLICE ` • REQUIRED @ (PERPENDICULAR TO GLASS SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK
NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7
POCKETS INTERLOCK CLUSTER, SEE 24" MAX. O.C.
THIS AND 48" NOM.
SHEET SEE POCKET 10 P-HOOK PANEL WIDTH DETAILS, SHEET 11 x x
JAMB MOUNTING I x x z x x f x x x x xxx x x x T MAX'
INSTALLATION, ADAPTER s„ IX x x x x xxx x x x x x
THIS SHEET ANCHORS MIDWAY I 1 io
& SHEET 14 BETWEEN P-HOOK 1
4 PAIRS OF
ANCHORS & AT 3" x
° i x FRAME x ANCHORS
i,`, FROM TOP & I 14' MAX. D.C. o 96' (TOTAL B
BOTTOM Iic I loi
ANCHORS 0 UNIT 2t"MAX . ANCHORS)
4.051" " MAX. TO OPENING i � n o= P-HOOK HEIGHT O.C. PER JAMB
EDGE OF POCKET SEE w a I° O ANCHORS x x (SEE JAMB
INSTALLATION I o I I o� O.C. ;a DETAIL
DETAILS'Jc' &'Kc', i s�s ®' I� m o = P-HOOK BELOW)
END PANEL SHEET 14 &PART i Q®� ioi MOUNTING
ANCHORAGE DETAILS'J' &'K', 1 v h II o 3"MAX. ADAPTER x
24" MAX. (2 ANCHORS) SHEET 19 FOR j a 1 I . ANCHORS _
O.C. P-HOOK L--_-_= -MAX `ot z
ANCHORAGE 11+2'ANCHORS END PANEL x x x x x - x x
x x xx xxx x ' .x END PANEL
x x x x x x x x' 6"MAX. ANCHORAGE (SEE
ANCHORAGE ..i x' x x x x x
(SEE SKETCH BELOW) �„ � ANC
N SKETCH BELOW)
CENTERLINE S" 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 - PXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C. 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NOW STRUCTURAL
ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
48"
CENTERLINE OF
NOM.
•
INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS.
PANEL
-
SEE "CS" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
WIDTH
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.
3.5"
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
21"
OCCURS AT THE P-HOOK.
MAX.
O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
Now -No. 20-0429.09
5'64 Expiration Date: 02/1712025
6" MAX.
BY: _ 1.1--7 1. G4—
Miami —Dade Product Control
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 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2" ANCHORAGE ANCHOR PAIR
REQUIRES SEE "C5" CLUSTER END PANEL
"C6"CLUSTER, SEE CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORAGE
�OF
DETAILS,SHEETII —OF IN FOR ASTRAGAL rAS (2 ANCHORS)
6
INTERLOCK ASTRAGAL __1
4.05t" --. I I — 4 1 1� S_5" I I I MAX.
a _ - air
CENTERLIN
EXTERIOR I OF PANEL 3E "+2" ANCHORAGE �' OF PANEL 4E
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
THIS SHEET.
N. VWCE, FL S4275
(841)480.1800
REGISM4770NJ28298
"+2"ANCHORAGE—/ (�, CENTERLINE
I OF PANEL 5
ANCHORAGE SPACING & EXAMPLE PLANS
zr%1jC 7 I I I/ PU.V/Vl. OWL., - ALIVI fivir' 11 L
wave Bak see a`rmw
SGD•770 NTS 9 n 22 PGT0130
No. 58705
2z a D.
%O� •. STA E OF (V `
1ONAL E1�
A. Ly'hh1'h1LL1 `R, P.E.
PEA 58705
ASTRAGAL OR {SPLICE LOCATION
INTERLOCK--j IF NEEDED
CENTERLINE I
3.5"
—
4" DIAG.
2.04"
I
F�CTEnRIOR 3.5"
7„
V
2-TRACK FRAME HEAD/SILL
00 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK--[-..2IF NEEDED
CENTERLINE I
•--� 3.5„
0
4.08'
1
EXTERIOR 7„
V 3-TRACK FRAME HEAD/SILL
(a) ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-4—:I1F NEEDED
CENTERLINE
3.5"
ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
INTERLOCK—, CONDITION, USE INTERLOCK IF NEEDED
CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE 1
1.75"
7„ 7„ 3.5„
" DIAG.
2.04" 2.04"
I
EXTERIOR 4" DIAG. 7„ EXTERIOR 7' 3.5"
�1,
v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL
4 ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "CS") ANCHORS ARE REQUIRED, "C6")
IXTEERIO
V
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
2.04"
71 4.08"
R 7 4" DIAG. EX
3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR II (FOR SPLICE
INTERLOCK �I CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
2.04"
2.04"
4" DIAG.
EXTERIOR EXTERIOR
4-TRACK FRAME HEAD/SILL 1
()a. ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
er ova ft*D
JR 032620 O NO CHANGES THIS SHEET.
4-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
N. VEMCE, FL 34275
(eNt)4SN11e00
REGISMTMff2&M
ASTRAGAL OR SPLICE LOCATION
INTERLOCK- IF NEEDED
CENTERLINE
t% 3-TRACK FRAME HEAD/SILL
Ca) ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR (FOR SPLICE
INTERLOCK- CONDITION, DO NOT
(:FNTFRI INF USE THIS DETAIL)
4"
XTERIOR
15
.04"
6" DIAG.
2.04" 2.04"
Id "
EXTERIOR
21"
MAX.
O.C.
iLl
21"
5.64" NM—
O.C.
MAX.
f2-TRACK
FRAME JAMB 6" MAX.
ANCHOR PAIR _
4-TRACK
6" DIAG. FRAME JAMB
EXTERI ANCHOR PAIR
!.04"
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX. TRACK (INT. SHOWN)
O.C.
LE]5.6
6" MAX.
3-TRACK FRAME JAMB
ANCHOR PAIR
DIAG.
FOR SPLICED
CONDITIONS ONLY:
3.5"
SPLICE LOCATION
�IF NEEDED
--1 3.5" I�
4-TRACK FRAME HEAD/SILL
Ca) ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
I SERIES 770 ALUM. SGD - LM IMPACT I
sw-no I NTS 1 10 - 22 1 PGTO130
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. 20-0429.09
Expiration Date: 02/17/2025
By:_ 1.I.-.2 1. L4..,.
Miami -Dade Product Control
\\' "/
No.58705�
O� S ATE7 OF
C� •'•:��ORIDP..•'• N
A. LYNt�ICLEIR, P.E.
P.E.0 58705
2.04"
INTERIOR
6.12"
INTERIOR ,/ /!
2.04"
\
3
INTERIOR
IN
4" DIAG.
6.12"
INTERIOR
90
EXTERIOR
I I --4 3.5"> 4„
2.04" J EXTERIOR
90°CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "
4.08"
INTERIOR
4"
INTERIOR �N,
EXTERIOR I 7 �I
90o CORNER
3-TRACK FRAME HEAD/SILL
--4 3.5" 1
2.04" Fes— 7„
EXTERIOR
90" CORNER
2-TRACK FRAME HEAD/SILL
INTERIOR 2.04"
INTERIOR
7"
4" DIAG.
8.94"
7/ 1
- 3.5"
INTERIO 1 "
3.5"
INTERIOR 1 "
EXTERIOR
4"DIAG.
"
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
EXTERIOR
("C6' ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR 6.12"
INTERIOR
4.08"
5.3
EXTERIOR
---{ 3.5" I
2.04" J EXTERIOR 4u
135" CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
INTERIOR
4 OB"
2.04"
4" DIAG.
2.04" J �-- 7" R 4„
EXTERIOR 8.94"
135°CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
"+1" ANCHOR
7.41"
•I 3.5"
7„ 4„
AT ALL 3-TRACK CORNERS)
INTERIOR
2.04"
4„ EXTERIOR 5.88"
INTERIOR
�g 90° 4„ 3.5" 135"
7'
1 6.12" + f 4"DIAG. \ VI Iff 1 6.12"
2.04„ J I [�-I 3� 4"
4" DIAG.
—13.5"
EXTERIOR 7
EXTERIOR 4
90" CORNER
135" CORNER
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEAD/SILL
("CB" 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.
to7o7EctwaoovawE
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
N. VF7d10E F7 31276 r
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
t/gyp ifi0°
JR
—3
032520
xe,eas
A
NO CHANGES THIS SHEET.
REGISMWAIA29M
EXTERIOR
i
CENTERLINE
4 OF PANEL
INTERIOR ON
"+2"ANCHOR
EXTERIOR
n VIEWS
V 4" DIAG.
2.04"
iA2" 3.5°
2.04"
CENTERLINE
ZOF PANEL
"+3" ANCHOR
4.08"
EXTERIOR
3.5" 1
2.04" CENTERLINE
I OF PANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
ANCHORAGE, EXAMPLE CLUSTERS
SERIES 770 ALUM. SGD - LM IMPACT
® a.ewra acne s"..e c�. tw
aco-no WS 11 d 22 1 PGTO130
"+1" ANCHOR
CENTERLINE
OF PANEL
"+2" ANCHOR
2.04"
4" DIAG.
3.5"
I CENTERLINE
I� OF PANEL
"+3" ANCHOR
2.04t
4" DIAG.
3.5"
CENTERLINE
OF PANEL
2-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02117/2025
By: — 1 c1.--2 I. G4—"
Miami -Dade Product Control
```QNY LY/ynl��''•
yr No.58705
0; i TE F'ZOR•lV�:
s/O A •�
NAL N \ ..
A. LYNfrIMILLERI, b�E.
P.E.# 58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EXTERIOR 2-1/16"
114"
o MAX.
7 SHIM
EMBEDMENT: T
SEE TABLE A, -I
SHEET 1
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
2-TRACK FRAME HEAD
Aw WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A. SHEET 1 NOTE 3, SHEET 1
SEE ANCHOR
NOTE 5, SHEEf
1 (1/4" MAX.)
EXTERIOR I
2-1/16"•
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
da 2-TRACK FRAME SILL
ow WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET 1
2X WOOD
TYP., SEE ANCHOR —
NOTE 3, SHEET 1 Jr
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
V 1/4" MAX. SHIM
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1116"'
EXTERIOF
a
EMBEDMENT: SEE TABLE A, SHEET 1
_ EDGE DISTANCE:
SEE TABLE A, SHEET 1
1/4" 2-1116" `
MAX.
SHIM EXTERIOR
2X WOOD / WOOD ANCHOR TYP.,
METAL TYP.,
LSMS ANCHOR TYP.,
TYP., SEE ANCHOR L SEE ANCHOR NOTES
SEE ANCHOR
SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
NOTE 4, SHEET 1
& TABLE A, SHEET 1
3-TRACK FRAME HEAD
4-TRACK FRAME HEAD
Bw WOOD INSTALLATION
�
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.
. DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB),SEE
WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11.
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 S & TABLE A, SHEET 1 7NOTE 4, SHEET 1
ANCHOR
EE
ANCHOR
NOTE 5,
SHEET1�
(1/4" MAX.) . zn
NOTE 5,
SHEETI�,
(1/4" MAX.)
EXTERIOR
EXTERIOR[
a
a2-1116"
2-1/1 6"
•
EDGE DISTANCE:_
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
3--TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE: y� WOOD
SEE TABLE A, TYP SEE ANCHOR
SHEET 1 rNOTE 3, SHEET 1
--T
2-1116"
2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
1/4" MAX. SHIM If
3TRACKFRAME JAMB
Hw WOOD INSTALLATION
I JR 10312WO I D I NO CHANGES THIS SHEET. I
'TANCE:
BLE A,
=T 1
�J p MIN. OF 3 THREADS BEYOND
UI II 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
TABLE A, SHEET 1
complying the Florida
gui, oeW1�
NDA-No. 20-0429.09
EDGE DISTANCE:
Expiration Date: 02/17/2025
SEETABLEA,
By:_ Isi.-7 1- Z4
METAL TYP.,
SHEET 1
Miami -Dade Product Control
SEE ANCHOR
NOTE 4, SHEET 1
2-1/16" '
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
—MIN. OF 3
THREADS
EXTERIOR BEYOND THE
n METAL
V SUBSTRATE
1/4" MAX. SHIM
4-TRACK FRAME JAMB
by METAL INSTALLATION
M VEWCE a 34275 ANCHORAGE DETAILS
por/400.16W nft
REiISTRATM V9M SERIES 770 ALUM. SGD - LM IMPACT
® CO -no NTS 12 a 22 a.+a MT0130
�,,,ilululi,y�
ptlY LYP1N�q
����•'�ICCNSC'• ��,r%
NO. 58705
�- :-
G
ONAI L lEt,\
A. LYNN MILLER, P.E.
P.E.& 58705
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
EDGE DISTANCE: SEE
EDGE DISTANCE:
EDGE DISTANCE:
ALL DIMENSIONS
1.CONCRETE
TABLE A, SHEET 1 CONCRETE
SEE TABLE A, SHEET 1 CONCRETE
SEE TABLE A, SHEET 1
SHOWN ARE BASED
S
PER TABLE
A, SHEETI
2-1/16" • PER TABLE
2-1/16" • PER TABLE
2-1/16„ •
ON MIN. ALLOWED.
A, SHEET 1
'::..;'.•.'..�'•��A, SHEET 1
1!4"
• DIAGONAL O.C. IS
EXTERIOR .�.:..:.
�..
s:,....: I
•...:•.r
_..:: : :. . :L}:.1
-•.s;,':.;
: •<!!"••. ';;`. ? : .: ' .'.i '. ... r;:~'
MAX.
MIN 4" (HEAD )
C]
T
]
SHIM
OR 6 B) SEELL
EMBEDMENT: J
Ir
1/4" EXTERIOR
114" EXTERIOT
SHEETS
SEE TABLE A,
MAX.
MAX.
O &DETAILS,
SHEET 1
SHIM
SHIM
PROPERLY SECURED 1X
CONCRETE ANCHOR TYP.,
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE
SEE ANCHOR NOTES 8
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1
1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
NCFRAMECK
NCK EIME HEAD
ea
NCCK EIME HEAD
CORETES
ITALLATION
COCRETEINSTALLATION
cCONCRETE
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYR,
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET,
SEE ANCHOR SEE ANCHOR
NOTE 5, SHEET NOTE 5,
1 (114" MAX.) SHEET 1
T � (114" MAX.)
EXTERIOR I EXTERIOR
2-1/16"'
PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 7 ANCHOR NOTE 3, SHEET 1
SEEANCHOR
NOTE 5,
SHEETI,
I (1/4" MAX.)
1 EXTERIOR
'\ J2-1 /16"
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
da 2-TRACK FRAME SILL 3-TRACK FRAME SILL da 4-TRACK FRAME SILL
Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT' SEE -
EMBEDMENT: SEE
TABLE A, SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP.,—
SEE ANCHOR NOTE 3,
SHEET 1
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
TANCE:
3LE A,
.T 1
EXTERIOR SHEET 1 II I Illlk;� CONCRETE
�`II ILIIllIYL K—PE CMU
1/4" MAX. SHIM --I I PER TABLE
A, SHEET 1
2-TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3,
SHEET 1
EDGE DISTANCE:
SEE TABLE A,
SHEET,
CONCRETE
OR CMU
EXTERIOR PER TABLE
A, SHEET
ID 1/4" MAX. SHIM --I Ir--
3-TRACK FRAME JAMB
\tLcj CONCRETE/CMU INSTALLATION
I JR 1032640 I D I NO CHANGES THIS SHEET. I
N. VENIOE rL S4276
(04!)480-1600
1W-WS7R4TI0N#28Y98
CONCRETE
PER TABLE
A, SHEET
TABLE A, SHEET 1 �I PRODUCT REVISED
as complying with the Florida
Building Code
EDGE DISTANCE: NOA-No. 20-0429.09
SEE TABLE AExpiration Date: 02117/2025
PROPERLY SECURED , �h ,
1XWOODBUCKTYP., F' SHEETI Dv:— z
SEE ANCHOR NOTE 3, Miami-Oade Praduct Control
SHEET 1
CONC./CMU ANCHOR ::' 2-1/16"
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET CONCRETE
OR CMU
EXTERIOR - PER TABLE
A, SHEET 1
1/4" MAX. SHIM I+-
4-TRACK FRAME JAMB
Ic CONCRETE/CMU INSTALLATION
ANCHORAGE DETAILS
GIVw I I V PILVIVI. QWW - L VI 4I1f4r/1t/ 4
r4ht 9air saa aryw
soo-no NTS 13 a 22 PGTO130
"Il II11111r
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Yc ; No. 5B705
D.•�- tIA!TE
'O OP, S..COR......�����
j OI
NAL -
A LYNN MILLER, P.E.
P.E.Y 58705
INSTALLATION DETAILS
FRAMEJAMB
REQUIREDATALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHEET I P-HOOK MOUNTING ADAPTER WATER
O� o WOOD ANCHOR TYP., INFILTRATION
EMBEDMENT: SEE ANCHOR NOTES
SEE TABLE A, & TABLE A, SHEET 1
SHEET 1 se (ALSO SEE TYP.
( ILLUSTRATION, SHEET 9)
DISTANCE: SEE
TABLE A, SHEET 1 EMBEDMENT:
MTYP.,
SEE TABLE A,
EXTERIOR SHEET 1
PHOOK WOOD ANCHp-HOOK
SEE ANCHOR
& TABLE A. SHEET 1 CONCRETE OR
(ALSO SEE TYP. 2.693" MIN. CMU PER TABLE
ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1
da P-HOOK FOR USE WITH FLAT SILL RISERS
\,LWJ PARTS #18. #20, #22 OR #24,
WOOD INSTALLATION. EXTERIOR MOUNT SHOWN,
(SEE TABLES 1A. 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
2.693" MIN.
EDGE
DISTANCE
CONC./CMU
'
ANCHOR TYP., SEE
„•+
26
ANCHOR NOTES &
TABLE A, SHEET 1
1-1/4" MIN. EDGE DISTANCE
EXTERIOR
T'
P-HOOK MOUNTING
ADAPTER CONCJCMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A,SHEET I
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY SILL RISER
Jc PARTS #18. #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR EMBEDMENTSEE 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 1 ANCHOR TYP., SEE CMU PER TABLE
BEYOND THE METAL ANCHOR NOTES A, SHEET 1 ANCHOR NOTES &TABLE
A,SHEET I
SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT: (ALSO SEE TYP.
(ALSO SEE TYP. ILLUSTRATION, SHEET 9)
ILLUSTRATION, SEE TABLE A,
EMBEDMENT: SHEET 9) SHEET 1
SEE TABLE A,
SHEET 1 EDGE DISTANCE: SEE
TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE
P-HOOK SMS ANCHOR TYP., EXTERIOR
SEE ANCHOR NOTES
& TABLE A, SHEET 1 3�p �5
(ALSO SEE TYP. 2.693" MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
®P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, #21, #23 OR #25,
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
I JR 1 0312620 1 D I NO CHANGES THIS SHEET. I
1070TECHN0LOGvDRN.
N. MaCE, f1. 34276
(9H)480•1600
REGISTRATIONI29M
P-HOOK CONC./CMU EXTERIOR
ANCHOR TYP., SEE f1
ANCHOR NOTES & TABLE V
A, SHEET 1 2.693" MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
®P HOOK FOR USE WITH BOX SILL RISERS
Kc PARTS #19, #21, #23 OR #25,
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
ANCHORAGE DETAILS
Dk
SERIES 770_ALUM. SGD - LM IMPACT
® ... I NTS 1 14 d 22 ne ru 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
ALL APPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS 6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02117/2025
By: _ 1.-7 I. Lb,"�.
Miami -Dade Product Control
No.5E705
1'
FS '.�coRlo�.••'G��:
A LYNN MILLER, P.E.
P.124511705
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. l
SILL DETAIL'D', SHEET 18; J
INSTALLATION DETAILS
'DW &'Dc', SHEETS 12 & 13
PANEL CORNER
DETAIL
MAX. UNIT
WIDTH
MAX. NOM. PANEL WIDTH
I-. DLO TYP. PER TABLES 1-3
I WIDTH
PANEL
PANEL
PANEL
TYPE
TYPE
PANEL
APE
as,
'AS'
TYPE
NOM.
MAX. UNIT
MAX.
PANEL
PANEL
/
MAX.
DLO
HEIGHT
WIDTH TYP.
PER
HEIGHT
SEE
PER
HEIGHT
TABLES
NOTE 2
TABLES 1-3
1-3
3X
4
a
X
#10 X 1-1/2"
PH SMS
-90"-
EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX
SILICONE
STRUCTURAL
SILICONE .STRUCTURAL SILICONE
HERS POLYISOBUTYLENE 1/4" NOM. FOAM
WITH DESICCANT WITH
DESICCANT
EXT. GLASS EXT. GLASS/
#8 X 1"
PH SMS
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
VW-r7]
WIDTH
EXTERIOR
90"
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGESHEETII
INTERLOCK DETAIL
'M', SHEET 19
EXTERIOR INTERIOR
JAMB DETAIL'G3% SHEET
18; INSTALLATION DETAILS
'Gw' &'Gc', SHEETS 12 & 13
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
HOT -MELT BUTYL
_ 1 3/16" NOM.
INT. GLASS V41,`INT. GLASS
tza KODISPACE 4SG TPS 1zs SUPER SPACERONXT-
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
BUTYLENEV,.T�GLASS
5116" NOM.
5/16" NOM. SEAL
BUTYL & ICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS
EXT. GLASS
INT. GLASS
8DURASEAL(DSPACER 1z7 XL EDGE T.SPACER
MVRJM FL34275 ANCHORAGE DETAILS /EXAMPLE ELE
(941)481o.l6W -aW
REcdsm471ay11129M SERIES 770 ALUM. SGD - LM IMPACT
HU® o-na I NTS 1 5 - 22 MW130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date:92/17/2025
ey:_ 1sc 7 L. G6."�.
Miami -Dade Product Control
14D. 58705 =
l�o "T F�
S �'rNAL
A. LYNN Iv✓I ILLER, P.E.
P.E.058705
CONFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
( 'l ;INSTALLATION DETAILS'Gw' &'Gc', 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 INSTALLATION DETAILS'Aw' 8'Ac',
DETAILS'Gw' &'Gd, L2, SHEET 19 'Aw' &'Ad, SHEETS 12 & 137 • SHEETS 12 & 13
S
HEETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
R'
'L'
'D'
'A'
MA
/
NOM.
PANEL
/
/
UN
HEIC
WIDTH TYP.
PE
MAX.
PER
SEE
TAB[
DLO
TABLES 1-3
NOTE 2,
1:
HEIGHT
SHEET 15
a
a
a
j
MAX. UNIT WIDTH —+I
�
C
T
HT
2
ES
SILL DETAIL
'D', SHEET
18;
INSTALL
DETAILS
'Dw' &'Dd,
SHEETS 12
&13
90°
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
A
'CS'
'OS'
NOM.
/
/
PANEL
MAX.
WIDTH TYP.
/
DLO
PER
HEIGHT
TABLES 1-3
b
a
X
X
X
—
MAX. UNIT
WIDTH "
MAX.
DLO
WIDT
TYP.
PANEL
TYPE
K, MAX.
UNIT
/ HEIGHT
PER
SEE
TABLES
NOTE2, 1-3
1EET 15
a
EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS'L1' & "SHEE
DETAIL'M', SHEET 19 INSTALLATION DETAILS'lw' &
1 L2, SHEET 19� INTERLOCK DETAIL'M', SHEET 19 'Id. SHEETS 12 & 13-\
HEADER DETAIL
JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &B', SHEET 18;
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL 92', SHEET 18; INSTALLATION
'Hw' &'Hd, SHEETS 12 & 13 'Jd,'Kw' &'Kd, SHEET 14 DETAILS'Bw' &'Bc', DETAILS'lw' &'Ic', 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) TW &'Dc', SHEETS 12 & 13
r---— MAX. UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
.12
M'
F,
I
UNIT
NOM.
GHT
ER
PANEL
WIDTH TYP.
e¢ I
EXAMPLE: OXXXp
(3-TRACK, RIGHT POCKET)
SILL DETAIL'E', SHEET 18;-
INSTALLATION DETAILS
'Ew' &'Ed, SHEETS 12 & 13
I JR 1 032&20 1 D I NO CHANGES THIS SHEET. I
N. KNICE, FIL 34276
(861)4s0.1600
REG MT)ON/23T60
MAX. UNIT WIDTH --�I
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
M'
T'
'F'
P.
MA
NOM.
UN
PANEL
HEIC
WIDTH TYP.
/
PE
SEE
MAX.
PER
TABL
—NOTE 2,
DLO
TABLES 1-3
1:
SHEET 15
HEIGHT
x
x
x
0
JAMB DETAIL'GT, SHEET
18; INSTALLATION DETAILS
'Gw' &'Gd, SHEETS 12 & 13
INTERLOCK DETAIL
'M', SHEET 19
90° OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
_CORNER ANCHORAGE
SHEET11
INTERIOR
EXTERIOR
NOM. PANEL
WIDTH TYP.
PER TABLES
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'F', SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'Fw' &'Fe, SHEETS 12 & 13
EXAMPLE ELEVATIONS
aft
SERIES nO ALUM. SGD - LM IMPACT
® cnl.fClt sale ab.e R.d®ih
sc.. MTS 1 16 a 22 1 PIST0130
PRODUCT REVISED
as complying with the Florida
Building Code
NDA-No. 20-0429.09
Expiration Date:02/1712025
BY:— I c-7 I.
Miami -Dade Product Control
�, ..• LICENSE •., (�
Yr No. 55705
•'AORIOP,.
'11i'OVAL
A. LYPIFI MILL�d, P.E.
P.E.# 511705
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
INTERLOCK
SINGLE
INTERLOCK
FIXED
LOCKSTILE
ASTRAGAL
ASTRAGAL
ASTRAGAL
BOX OUT
ASTRAGAL
BOX IN
INT CORNER
90 LOCKSTILE
EXT CORNER
90 LOCKSTILE
EXT CORNER
90 RECEIVER
INT CORNER
90 RECEIVER
EXT CORNER
EXT CORNER
35 RECEIVER
INT CORNER
35 RECEIVER
TYPES
OUT
IN
STILE
WI HANDLE
BOX our
BOX IN
W HANDLE
WI HANDLE
W/ HANDLE
W/ HANDLE
WI HANDLE
W/ HANDLE
90 RECEIVER
WI HANDLE
Wf HANDLE
#116
utte
#31
#31
#120
#119
#fit #118
#61
#61
#61
#61,34
SINGLE
INTERLOCK
F
PP
K
TR
TQ
TC
TA
TV
TW
OUT
(e0xouq
SINGLE
INTERLOCK
B
E
P
A
C
C
/C
C
SQ
C
VC
C
SA
SV
C
SW
�C
FIXED
STILE �-
RR
R
S
FD
FC
FV
FW
amom
Pox"
LOCKSTILE
Wf HANDLE
D
M
(00x011
Max"
W
a
ASTRAGAL
Sox OUT
LR
PANEL NOTES:
W/ HANDLE
(e0xoun
A /
1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
Fr'
ASTRAGAL
Box IN
/11
LEFT
SIZES & DESIGN PRESSURE.
Q INTERIOR RIGHT
W
WI HANDLE
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
Jam/
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
EXTERIOR
�-
ASTRAGAL
TU
STILE
STILE AND ARE NOT AVAILABLE.
Cl)
BOX OUT
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
EXTERIOR (#119) OR INTERIOR (#120) CORNER
APPLICABLE STILE/ASTRAGAL
W
W
Box IN
REQUIREMENTS. ASTRAGALS.
J
INT CORNER
teax#0 taox#0
4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCKSTILE
RT
C>!
(#61) AND CORNER ADDON(#31).
J
W
W/ HANDLE 0120
EXT CORNER
SILL RISERS
OPTIONS .z3z^
�I Fes— 232
Z
90 LOCKSTILE
QT
QS
II
Q
a
W/HANDLE #119
EXT CORNER #61
90 RECEIVER*
CT
CS
232" EXTERIOR
I"'—' PRODUCT REVISED
232' EXTERIOR EXTERIOR (� .062" as complying with the Florida
GJ "062" `1-' 4.055" Building Code
C+� 062" 3.305" NOA-No. 20-0429.09
Wl HANDLE #118
2.555"
INT CORNER #G1
90 RECEIVER
AT
C
AS
DF
Expiration Date: 02/17/2025
1.567"
.062" By: I
WI HANDLE # 8
._iL _
Miami -Dade Product Control
#118
EXT CORNER
90 RECEIVER
CF
SILL
16" FLUSHISER2FLAT
• 20 LIOLWRZSER. FLAT 22 MEDIUMLL E3-1%�T 24 HIIGH, 4' LL ER, FLAT
EXTCORNER
35 RECEIVER
WI HANDLE q61
VT
VS
S
VF
EXTERIOR
--I r--- .750"
�� �'I I� 750" EXTERIOR
EXTERIORI 710 I I
EXTERIOR .062"
INT CORNER #31
35 RECEIVER
W T
WS
WF
062"
a�i .966„ a .062" `� 4.055"
Wl HANDLE #61/�
3.305"
5°
.062""IJ
1.5sr'
.�` tt•{ LYNN '%
.
19°
21 SILL , BOX 23 SILL RISER, 4OX 25 SILL RII ER, BOX tJO. 567p5
FLUSH'SER280XI'
LOW,SE
• NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8
1070TECJ/NOL0GYDRfVE D+et>� J� ••.
!TAT1 0 : • 44J
1
AL VEND R 34PANEL TYPES �� "• OF ((J .
/9rtJ�a0t500 %;(cs. ".F;oRII,I,
R�mODr orx wwrwr
032620
CHANGES THIS
/rEGrsrruTwN#zez9e
,�
SERIES 770 ALUM. SGD - LM IMPACT �'�•S�vNAL
JR
p NO SHEET
a'rate.t �`' s"� o�°K' � A. LYA�JIFhILtEkt; P.E.
®
JR
IWII0114 0.t
SG6770 NTS 17 - POTOi30 P.E.#58T05
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
FULLLENGTH
1os OF JAMB
DY G1
2-TRACK JAMB
6" LONG CLIP #105
t05 @ W/ RETAINER #106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
EXTERIOR
ULL LENGTHSMS,
#tOX3I*,,3
XFJAMB
2_TRACK JAMB
CLIP #80OR#1056"
LONGW/RETAINER#123
@
(SHOWN WITH
Z
AIDSPANFIXED
PANEL TO
THE EXTERIOR)
.FLEXTERIOR
SHOWN WITH 2-TRACK WISCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERI
a
2-TRACK WISCREEN
0 FRAME SILL
• ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
G42-TRACK JAMB
;_u
W/SCREEN
EXTERIOR
FULL PANEL JAMB LENGTH
LOCK PAR
75 8 107-11
17
10 OR 61
16
5
SEE DETAIL G1
IL
FOR FIXED
_ig5
—
80 PANEL CLIP
LOCK PART
75 & 107-11
SEE DETAIL G2
103 FOR FIXED 5
60 OR 61
PANEL CLIP
103
5
16 17
EXTERIEXTERICFR1 OR 61 EXTERIOR
vv
EXTERIOR
3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB
H1 iffi�(SHOWN WITH H2 (SHOWN WITH IE (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO
4-TRACK JAMB
12 (SHOWN WITH
OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
EXTERIOR -- EXTERIOR
a a PRODUCT REVISED
as complying with the Florida
B
jfRN
3-TRACK uilding 4-TRACK MAX. UNIT NOA-No.Code 20-0429.09
FRAME HEAD O FRAME HEAD HEIGHT PER Expiration Date:02I17/2025
TABLES 1-3
By: — I cr,.7 I. LF,,.i.
Miami -Dade Product Control
89 69
EXTERIOR EXTERIOR
a Ana Am. Amr.
72 OR 73 i ] rM� rM� M 72 OR 73
I JR I 0xmo I n I NO CHANGES THIS SHEET. I
3-TRACK
E FRAME SILL
N. VENICE. FL 3127E
(961)499.1509
REGIS1RtnONMMM
4-TRACK
F FRAME SILL
SERIES 770 ALUM. SGD - LM IMPACT
• S a7m NTS 8 d 22 PGT0130
OrW LYNA! ,'',, . •
` � �-ICENSF •• �� '
t� NO.53705
Ti F
�s •..oR.Dh. S••G��
P.E.9 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
V EXTERIOR 111
62
P-HOOK FOR FLAT SILLS
(EXT. OR INT. MOUNT)
�L EXTERIOR
da
ID EXTERIOR U v
67
STANDARD ASTRAGAL#67
L1 WITH STANDARD STILES #60
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
EXTERIOR
a
1R EXTERIOR I�J `J
Vv 68
®HEAVY-DUTY ASTRAGAL #68
L2 WITH HEAVY-DUTY STILES #61
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX4N )
11 5
14 7
135' OUTSIDE CORNER
of 2-TRACK SHOWN
NO CHANGES THIS
N. VEWC& FL 30275
(N1)180-1600
REGISTR471ON979M
9o,
V,5jj.TrRR
IOR
INTERIOR
+�
�✓
5
14
5
11
113 103 7
®90° OUTSIDE CORNER 90- INSIDE CORNER
N1 2-TRACK SHOWN kN,2j 2-TRACK SHOWN
INTERIOR
In, INTERIOR
15 EXTERIOR
da 135' INSIDE CORNER
0 2-TRACK SHOWN
FRIES 770 ALUM. SGD - LM
wet mb: m.e a.
SGo-na NTS 19 d 22
CORNERS
PGTO130
EXTERIOR
IaINTERLOCK
. 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 Date:02/17/2025
MIaml-Dade Product Control
1111111711,
pl�Y �•a� LYA/I '
a ''�.. I '• �1GENSF•
No. 58705
�...c�� '
� �•:
�O�'.• TATE F (ij
1,/0NAL E `�
I0 1111111/
A. LYNN MILLER, P.E.
P.E.6 58705
TARI P A -
Item
DPG #
PGT #
Description
1
17306
617306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
3
17309
617309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME 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-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
1 17318
617318
SILL RISER -BOX LOW, 2-11Z
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
1 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 4053 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
TARI F S-
Material
Min. Fr
Min. F.
#12 Steel Screw
92 ksl
120 ksl
#12 18-8 Screw
60 ksl
95 ksi
#12 410 Screw
90 ksi
110 ksi
1/4" DeWeIVElco Aggre-Gato1O
57 kst
96 ksl
1/4' Elco UIImConS
155 ksi
177 ksi
114" DeWalt UIIraCon+®
1/4' 410 SS DeWalt/Elco CreteFlek®
148 ksi
127.4 ksi
164 ksi
169.7 ksl
6063-T5 Alumim nu
16 ksl
22 ksl
A. Sleet
38 ksl
58 ksl
Gr. 33 Steel Stud
33 ki
1 45 ksl
ADDED BACKBEDDING
Item
DP
PGT#
Description
47
668
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER -ST. STL
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
OXO SCREEN ASTRAGAL ADAPTER
51
1692
61692
SCREEN SPLINE -.165'
52
1694
61694
SCREEN SPLINE -.150"
53
61816C20
SCREEN CLOTH
64
1725
1/2" X4" X 1/16' SET. BLOCK, NEOPRENE B5 +l-5
55
1726
1" X4" X 1116' SET. BLOCK, NEOPRENE 05 +15
60
17325
617325
PANEL STILE
61
17326
617326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
6TP248
VINYL BULB WSTP. - THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
67
17329
617329
ASTRAGAL
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-112' X 1"X314' 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
7BI85X
GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
710=lFPFX
910,32 X 1' FL SS SCREW W/ TYPE "F" TIP
77
7103239
1032 STEEL ZINC LLNUT
79
17357
617357
1- IG BEAD
80
17359
617359
7/16" BEAD / FDED PANEL CUP
81
17360
617360
91.16' BEAD
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, 112" X 1/16' SGL SIDE ADH. TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1696
71696
DUSTPLUG
103
8186
78186X
1" KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
105
17344
617344
FOED PANEL CUP - 6" LONG
106
17352
617352
FD(ED PANEL RETAINER-9/16"
107
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL
111
710)34PPSDAX
#10 X3/4' PH. PN. TEK - S.S.
112
1235
67S16
WS7P,.270 X.170-FIN SEAL
113
1712
64066
.187° X.230' FINSEAL
114
71OX115PPX
#10 X 1-112"
115
710WPT
#10X1'
116
72OXlX
#14-20X1"S.S.
117
720X112X
#14-20 X 141r S.S.
118
17336
617336
90 DEGREE CORNER RECEIVER
119
17337
617337
90 DEGREE OUTSIDE CORNER ASTRAGAL
120
17338
611733E
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
1 617352
FIXED PANEL RETAINER, 7/8-
10" lErMOLOGYORN
µ VENICE, A. 34275
(941)480.1600
PROP. TABLE REGIS7Rl71ON 29296
PARTS LIST
FRIES 770 ALUM. SGD - LM IMPACT
.mart sd. sxx: onyx.
SGD-77D MTS 20 .22 P43110130
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 3339. 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 3116" MASONRY
ANCHORS @ 24" MAX. O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date:02/1712025
By: _ 1 cw7 1. L4+..
Miarn"ade Product Control
�1111I1 uIr//7,
p R ''�
L1CC-Ng�. ''• ���
No.58705
p . `� �2 z0 • �
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.. SAE0 GJ;
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ZONAL IE�'
A. LYNN MILLER, P.E.
P.E.# 58705
5.069" 8.562"
0.060"
1.211" 1.505"
0.081" O2-TRACK HEAD to 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198"
0.081'. O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
6.526"
0.080"
1.505"
S9 3-TRACK SILL
(6063-T6 AL)
7.105"
6.221"
0.080"
IS]
,I 211„
11
1.505"
0.0811,
S3 3-TRACK HEAD
Se 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL)
(6063-T6 AL)
�{ 1.36"
-I
I,872" 0
0.062" -- 1.019"
0.081"
SCREEN
a0 STILE
8"
(6063-T6 AL)
5.069"
1.045"
1.993"" 0.062"
St4 2-TRACK JAMB
SCREEN
a
STOP RAIL
(6063 T6 AL)
(6063-T6 AL)
2-TRACK JAMB W/
t5 SCREEN TRACK
(6063-T6 AL)
1.36"
9.142"
4.49" 0.081"
-f 0.080" c
FF-n IM_1 211„A +1.505"
4=_
0.081" O4 4-TRACK HEAD S7 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL) c
1.514" I f 0.060"
0.062" LEI
60" 0.532
1.2" 0.760"
0.060" 1.516" 1.990"
OADD ON EAD/JAMB SCREEN 12 ADD FRAME DD-0N ILL SCREEN t3 END AFRME SILL SCREEN
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS
OR 3/16" MASONRY OR 3/16" MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C.
N. VENIM FL SWU EXTKUS/UA
/e41/480-16 o „r
NO CHANGES THIS SHEET. REGISTR47ION929M SERIES 770
6�I�L+ft ✓b
ve ® SGD•770 )
7.105"
16 3-TRACK JAMB
(6063-T6 AL)
t7 4-TRACK JAMB
(6063-T6 AL)
21 022 1 POT0130
it�- 0.875"
1.9E0.062"
SSCREEN
4s BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date:92/17/2025
By: - I.-, I. Z.4 " .
Miami -Dade Product Control
O rj
=_ it :• No. 58705 ,t
CA
v ' zz
- 0 �Tl1TE F '•!V�`
/ONAL
A. LYN�I 'MIL•Lpt�,F).E.
P.E.S 58705
0.718" 0.83"
2.304" 3.802"
3.802" 0.752" -►{
0.752"
0.865"
0.5M' 0.796" 1.163"t
0.062" 0.080' 0.062"
0.264" 0.233" J u062°
FRAME SILL 0.075 P-HOOK MOUNTING P-HOOK SCREW
OSCREW COVER t TRACK zs P-HOOK za ADAPTOR 2B COVER 0.080" 3o P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
.155" Aj _I 2.30'
0.080"
0.830"
016" 1.974"
2.44"
37 135° CORNER
(6063-T6 AL)
1.488"
.080" 1.870"
32 135° FIXED MOUNT
(6063-T6 AL)
3.979"
0.075"
1.645"
0.125""
67 STANDARD ASTRAGAL
(6063-T6 AL)
4"
0.062"
i
00
Fes-- 3.126' �I
80 STANDARD STILE
(6063-T6 AL)
0.133" 1.600
3.125"
st HEAVY DUTY STILE
(6063-T6 AL)
4.125"
1.645" p,062" 1.304"
0.281" F-
ss HEAVY DUTY ASTRAGAL
(6063-T6 AL)
89 TOP/BOTTOM RAIL
(6063-T6 AL)
1.739"
0.062"
1.888"
INTERLOCK
e2 ADAPTER
(6063-T6 AL)
1.050" 1.050" F
1.050"
a
289" 61
48
F..045"
045" �►-
0 45" �-
79 GLA II (I G.) SO B/EAD, F�IND
(6063-T6 AL) PANEL CLIP
(6063-T6 AL)
stG BN�6'DGLAZING
(6063-T6 AL)
1.003"
1.03"
4"
7�� L r 0.080�
0.050"
105 FIXED 0.70
9" "PANEL CLIP 2.893" 0.133" 1.498"
(6063 T6 AL) 1.498
0.080" .550" 0.863 L
0.709" 123 FIXED PANEL ;;;5.6'1"
@RETAINER, 70 2.826"
0.080" �I (6063 T6 AL) t 19 9D° OUTSIDE CORNER ASTRAGAL
FIXED PANEL tte 90° CORNER RECEIVER (6063-T6 AL)
tos RETAINER. 91, (6063-T6 AL)
(6063-T6 AL)
I JR 103l2wo I D I No CHANGES THIS SHEET. I
M VEMM FL SW5
(941)460-1600
REGISTRA7I0N#29296
5.621"
0.133"
1 4"
t20 90° INSIDE CORNER ASTRAGAL
(6063-T6 AL)
SG6770 IN 1 22 a 22 1 PGTO130
1.303"
0.325"
0.062"
DINTERLOCK
ss SCREW COVER
(6063-T6 AL)
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Nc. 20-0429.09
Expiration Date:92/17/2025
Bye _ I.-, I.
Miami -Dade Product Control
Ly 'L�`ON`IGCNgIF'ti1/��'� i
��� • �U�
arE o �4,
A L�NI�I �AILL�R` P.E.
P.E.# 58705