HomeMy WebLinkAboutNOA # 20-0429.09MIAM1•I7ADE CA I-DADDE-COUNTY
21213 PRODUCT CONTROL SECTION
OS � ;85;&�99
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)BOARD AND CODE ADMINISTRATION DIVISION jf i`,
NOTICE OF ACCEPTANCE (NOA) ,r��,in���'IO E�4i',�,N
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PGT Industries, Inc.
1070 Technology Drive, S�m L C��®��
North Venice, Fl. 34275 BOCC 41? zz
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Doors w/ 90' & 135' corners —L.M.I.
APPROVAL DOCUMENT: Drawing No. PGTO130 Rev D, titled "Series 770 Alum. SGD - LM Impact", sheets 1
through 22 of 22, dated 10/10/14 and last revised on 04/22/20, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limits, applicable Standard or Heavy -Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 19-1126.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals under file #15-1013.15
A. DRAWINGS
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. 09-0826.10)
Along with marked -up drawings and installation diagram of an aluminum sliding glass door,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-
6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028,
FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,
P.E. (Submitted under NOA No. 09-0826.10)
3. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 &
203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition
(2014), dated 01/30115, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
1 st,-G7 [. L����,
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
E-1
.PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®
PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0129.11, 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.
st-7 I.
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-61h 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
i 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (61h Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA renews NOA # 17-0420.12, expiring April 07, 2025.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.09
Expiration Date: February 17, 2025
Approval Date: October 15, 2020
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO130 Rev D, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22
of 22, dated 10/10/14 and last revised on 04/22/20, prepared by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative
units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2,
PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT
PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A
Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis
Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 711 Edition
(2020), dated 03/26/20, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04, -09, -12 and -16.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letters of conformance to FBC 2020(7th Edition), dated 03/26/20, prepared, signed &
sealed by Lynn Miller, P. E.
G. OTHER
1. This NOA revises NOA #19-1126.03, expiring 02/17/25.
Ishaq 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 El300.
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 NONS, 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
Glaas
Type
Description (Listed from Exterior to Interior)
G3
7/16' Laminated: (2) Lites of 3116' HS Glass with .090" PVB Intedayer
G3A
9116' Laminated: (2) Lites of 114" HS Glass with .090' PVB Inledayet
G4
7116" Laminated: (2) Lites of 3/16' HS Glass with .090' SG Intedayer
G4A
9116" Laminated: (2) Lites of 114' HS Glass with .OW SG Intedayer
G5
1" Laminated I.G.: 3116' T Exterior Cap + 318' Air Space + 7/16" Laminated; (2) Ules of 3/16' HS Glass with .09V PVB Intedayer
G5A
1' Laminated I.G.: 1/4' T Exterior Cap + 5116" Air Space+ 7116" Laminated; (2) Lites of 3116" HS Glass with .090" PVB Intedayer
G8
10 Laminated I.G.: 3116' T Exterior Cap + 318" Air Space + 7116" Laminated; (2) Utes of 3116" HS Glass with .090" SG Intedayer
GOA
1" Laminated I.G.: 114° T Exterior Cap + 511T Air Space + 7/16" Laminated; (2) Lites of 3116" HS Glass with .090" 5G Intedayer
G7
7/16' Laminated: (2) Ules cf 3/16' ANN Glass with .090° SG Intedayer
G7A
9/16" Laminated: (2) Lites of 1/4' ANN Glass with .090" SG Intedayer
GB
1" Laminated I.G.: 3110' T Exterior Cap + 318" Air Space + 7116' Laminated; (2) Lites of 3/16" ANN Glass with .090" SG Interayer
GOA
V Laminated I.G.: 114" T Exledor Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3116" ANN Glass with .090" SG Intedayer
"ANN" - ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLAS®BY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1, 2 & 3 ON RATED FOR LARGE & SMALL
SHEETS 6, 7 & 8 MISSILE IMPACT RESISTANCE
CODES / STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300-09
• ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI S100-16
• 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
ELEVATIONS .....................
15.16
PANEL / SILL TYPES.........17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
I JR 1 032020 1 D I UPDATED TO FBC 2020, ANCHOR TYPE TABLE. I
(941)460.1800
REGISM710N#29M
TABLE A:
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Dlslance
Mln. O.C.
Distance
Min.
Embedment or
Metal Thickness
A
#12 18-8 SMS or
#12 410 SS SMS
(min. of 3 threads
beyond metal substrate)
All
Southern Plne (SG; 0.55)
9/16°
7/8"
1-318°
6063-T6 Aluminum
3/8"
9116,
0.071" (20 Ga)
A36 Steel
3/8"
9/16"
0.050"
Gr. 33 Steel Stud
3/8"
9/16'
0.045- (18 Ga)
1/4" DeWalt/Elco
Aggre-Gator�
All
Concrete (min. 2.22 ksi)
1-1/2"
3"
1-318"
Jamb / P•hook
Filled Block (ASTM C90)
2°
3"
2'
Jamb I P-hook
Hollow Block (ASTM COO)
2-
3'
1-1/4"
All
Southem Pine (SG = 0.55)
1'
1"
1-3/8'
B
#12 Steel SMS (Gr. 5)
(min. of 3 threads
beyond metal substrate)
All
Southern Pine (50 = 0.55)
9/16" ^
7%8'
1-318°
6063-T5 Aluminum
3/8'
9/16'
0.071° (2O Ga)
A36 Steel
3/8'
9/16"
0.050"
Gr. 33 Steel Stud
3/8°
9/16"
0.045° (18 Ga)
114" Elco UltraCon®
All
Concrete (min. 2.85 ksi)
1"
4"
1-318"
Jamb / P-hook
Hallow Block (ASTM C90)
1"
6-
1-1/4"
C
1/4" DeWalt
UltraCong +
Head / Sill
Concrete (min. 3 ksi)
1.5/16"
4°
1-3/8"
Jamb / P-hook
Concrete (min. 3 ksi)
1'
4'
1-3/8"
I Jamb / P-hook
I Hollow Block (ASTM C90)
1'
3°
1-1/4"
All
Southern Pine (SG = 0.55)
1 1°
1"
1-318'
1/4" Elco UltraConQ9
All
Concrete (min. 2.85 ksi)
2-1/2"
4-
1-wo"
Jamb / P-hook
Filled Block (ASTM C90)
2-1/2"
4'
1-314"
Jamb / P-hook
Hollow Block (ASTM C90)
2-112"
61
1-1/4"
D
1/4" 41 SS
"
1/4410 SS
lco
CreteFlex®
Head / Sill
Concrete (min. 3.35 ksi)
1'
4"
1-3/4.
Jamb / P-hook
Concrete (min. 3.35 ksi)
1°
6'
1-3/4'
Jamb / P-hook
Hollow Block (ASTM COO)
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: 0217 7/2025
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 (TREATER.
1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE
REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS
PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY
HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114" 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.
GENERAL NOTES AND MAP
SERIES 770ALUM. SGD - LM IMPACT
sco-no I NTS I 1 - 22 1 PGTO130
O ZJj
:� :• No. 58705 •: 1t
Q STATE OF (V;Z'
1.I 10NAI 1\�.
A. L4NN MILL kR� .
P.E.# 58705
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
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
PER TABLES 1-3
U 2A13
NOM. PANEL WIDTH
PER TABLES 1-3
t 13
PXXXXP, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
1•
G
Jw J dap^
G
MAX. UNIT 13
HEIGHT /
1 I o a 9
t 14 i a
MAX. UNIT t3 19
HEIGHT 19
PER TABLES 1-3
PER TABLES 1-3
i
laW 4
POCKET h
I
l�r
1-PANEL
2-PANEL
1wJt8
CONFIGURATIONS
CONFIGURATIONS
NOM. F
PEI
MAX
HE]
PER TA
'ANEL WIDTH
� TABLES 1-3
MAX.
LINT I VVILT 11`1
1 13 1 t3
C
14 14
UNIT w
t
f
14 14GHT
BLES 1-3
POCK
Jj�
J
i
2) 90- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
j
OF ANY 2 STRAIGHT CONFIGURATIONS.
Imo¢
14 z u N
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
�4
1 1a
i x
"X" = OPERABLE PANEL,
I o w
"0" = INOPERABLE PANEL,
POCKETDETAIL
"P" = POCKET LETTER
ejR— w' = WOOD OR METAL INSTALLATION
"c" = CONCRETE INSTALLATION
11J
LSHEET NUMBER
MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7"
NOM. PANEL WIDTH Aw DLO HEIGHT =DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 7z 13 1 t3 1 13 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
-11 ---�
41
J Jo
14 14
I �
14 14 iWp¢o_
ww¢
IY~=
C
POCKET
3-PANEL CONFIGURATIONS \� —J 4-PANEL CONFIGURATIONS r
1 3 3 1 13 1 13 1 13
i
ET
I11TW
G
I Q
t 13
Iw°w MAX. UNIT
1y 13
1 a i;5 HEIGHT
IC
w�= PER
t 13
j E TABLES 1-3
I4¢aU�j
7
1
1
MAX. UNIT WIDTH
NOM. PANEL WIDTH 1 13 72 13 t2 13
PER TABLES 1-3
G
1 1
MAX. UNIT 1 3
HEIGHT 1 13
PER TABLES 1-3
1
E
Wall
oval
on
m
m
I'1
fE7
I�1
m
5-PANEL CONFIGURATIONS
JR I 6k620 D I NO CHANGES THIS SHEET. I
N. VEMCE, FL 3W5
(D11)481Y1600
REGISM77ON929M
m
m
iFl
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
ISEE
HEIGHT 09 0 Z NUIE
PER z, THIS
TABLES 1-3 G SHEET.
CORNER, TYP.'
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
EXAMPLE CONFIGURATION
SERIES 770 ALUM. SGD - LM
SGo-770 I NTS 1 2 m 22 1 PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 9211712025
Miami -Dade Product Control
,�IIuuII,r
' LYI\I/y
L1GEN,gF •. ��� ��
No.58705
STATE F (V:
l,',S�CNAL.IEN �.
A. LYNN MILLER, P.E.
P.E.# 58705
EXAMPLE CONFIGURATIONS
NOM. F
PE
MAX
HE
96" C
MAX. TESTED UNIT WIDTH =
J0Z)-fl io (a! y0" r1C1Ur11
300-1/4" @ 120" HEIGHT
ANEL WIDTH
Aw Ac W c c
Z TABLES 1-3
1 13 1 1 3
Gc
Jw Jc
1 13
19
19
19
19
9
14 1
. UNIT 1w 13
9
19
9
/
14 14
GHT, 1 13
9
19
19
19
R 120"
POCKE
Jj�
-1 r
6-PANEL
CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
w Gc
ffMAX. UNIT HEIGHT
PER TABLES 1-3
1
� Zap T ^.�EMIRA �i3a
m
�7
iF7
iE1
m
m
fF1
ilmE'7
�
�mF'7
m
m
AJw Jc I
14 14 Q
14 1 lo�q
1�ai7
k�
I$w�
POCKET I h
7-PANEL CONFIGURATIONS 6,aA- ®13 1 1®e
1 13 1
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90- & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
"X" = OPERABLE PANEL,
"0" = INOPERABLE PANEL,
"p" = POCKET
DETAIL LETTER
x w' = WOOD OR METAL INSTALLATION
"d' = CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT WIDTH
1 13 1 13 1 13
Jw Jc I
1 13
9
19
19
19
19
1
1
14 14 1
I
1w 13
MAX. UNIT
18
19
1
9
19
9
19
14 1 to&o
I a
HEIGHT 1 13
19
9
19
1
19
19
19
I ¢
PER TABLES 1-3
POCKET y
J�
f
—J\r---J
8-PANEL
CONFIGURATIONS
w
w
N. VENCE. FL 34276 EXAMPLE CONFIGURATIONS
(911)460-/600 .
REGISTRATIONIP29296yff.
SERIES 770 ALUM. SGD - LM IMPACT
03126QO 0 NO CHANGES THIS SHEET
.110 NTS 3 d 22 e.+o POT0130
f0/10/14
PRODUCT REVISED
as complying with the Florida
Building Code
NGA-No. 20-0429.09
Expiration Date: 02/17/2025
By: _ 1-2 1
Miami -Dade Product Control
\\51111111,,
A,. N0.56705
2
LATE
17, UNAL E \
/111111111\\\
A. LYNN MILLER, P.E.
P.E.# 58705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7/16" NOM. 7/16" NOM.
3/16" HS GLASS 3/16" HS GLASS 3/16" HS GI
.090" F
.090" PVB .090" SG 3/16" HS GL
3/16" HS GLASS 74 3/16�HSS GLASS 74 3/8" AIR SPP
3/16" T GLASS
WIRU9
EXTERIOR II 3GBIT,ES ExT� R GLAS
I 3 BITES I BITE
V ,2a,27 r
/4" NOM.
GLASS
EXTERIOR
a
7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5
9/16" NOW
9/16" NOM.
1" NOM. y
3/16" HS GLASS
1/4" HS GLASS
1/4" HS GLASS
.090" PVB
.090" PVB
.090" SG
3/16" HS GLASS
74 1/4" HS GLASS
74 5/16"AIR SPACE
74
1/4" T GLASS
PRODUCT REVISED
82
as complying with the Florida
Building CodaNOA-No.20-0429.09
3/4" NOM.
3!4" NOM.
njjSSS
EXTE
EXTERIOR
GLASSBITE
3/4" NOM.GLASS Expiration Date:02117/2025
GLASSBITE
I ".�7EXTERIOR
BITE By: —
Miami -Dade Product Control
81
1:1
9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
��ONY LYN,v'�/
GLAZING NOTES: = tr :•
No.58705
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. — v Ll
"T' = TEMPERED N �" 0 . �z
"PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. 1070TECHNOLOGYDRnEFL
; ��'•, srarE o
"SG" = .090" SENTRYGLASF BY KURARAY AMERICA, INC. N. 76 GLAZING DETAILS600
; FS'•. �C pRlpr .. ,��;
w a u r rover REGISTRATrOlvs2szssin'T
SERIES 770 ALUM. SGD - LM IMPACT ' //, / L
JR 0312 Q NO CHANGES THIS SHEET.
s.laleaet sN a 4 a..roa. R..: A. LYP.E # 5B705, P.E.
O1°101� '10 Oio°D0 0°� SGD-770 NTS 4 > 22 PGT0130 Q P.E.058785
rR lwlwu
GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A)
1" NOW
7/16" NOM.
1" NOM.
3/16" HS GLASS
3/16" ANN GLASS
3/16" ANN GLASS-
. 090" SG
.090" SG
3/16" HS GLASS
090" SGJ
3/16" ANN GLASS
3/8" AIR SPACE 74
3/16" ANN GLASS 74
318" AIR SPACE 74
3/16" T GLASS
3/16" T GLASS
-
82
83
83
3l4" NOM.
EXTERIOR 3/4" NOM.
GLASS
3/4" NOM.
124-127
124-127 GLASS
a BITE
GLASS
BITE
BITE
EXTERIOR
EXTERIOR
a
80
79
79
55
54
55
1" LAMINATED I.G. GLASS, TYPE G6
7/16" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1" NOM.
9/16" NOW
1" NOM.
3/16" HS GLASS
3116" 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
82
PRODUCT REVISED
83
83
as complying with the Florida
Building Code
3/4" NOM.
NOA-No. 20-0429.09
3/4' NOM.
124-127
EXTERIOR GLASS
3/4" NOW
124-127
Expiration Date:0211712025
P
GLASS
BITE
GLASS
.IT
BITE
e y'— 7
EXTERIOR
79
81
EXTERIOR
� 79
Miami -Dade Product Control
54
55
55
1" LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS, TYPE 138A
llli,,.
\``ON`( LYPrh,
vu
GLAZING NOTES:
_- _ _ tie. 55705
"ANN" = ANNEALED
=
"HS" = HEAT STRENGTHENED
"T'
SEE SHEET 15 FOR SPACER DETAILS.
= U .
7
=TEMPERED
"PVB" = TROSIFOF PVB BY KURARAY AMERICA, INC.
10707ECHNOLOGYORIVE
o.eto.r
ot()
; O� . TATE E
.090"
"SG" = .090" SENTRYGLAS'BY KURARAY AMERICA, INC.
N. NICE R7a
(941) 480.1600A
GLAZING DETAILS
F<ORIUP..•' �C��
'�i/OAIAL11����`
REGISTRAnONMZW
SERIES 770ALUM. SGD-LMIMPACT
JR 03/2620 NOCHANGE57HISSHEET
r"'* Qei�oa* rm.:
A. LYNN� {uIII.LER P.E.
—JR 410110114 — �
®
sca770 NTS 5 d 22 PGTO130 D
P.E.#58705
TARI c 4-
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, 5A, 7, 7A, 8 & 8A and
the Stile/Astragal Types shown
below.
Door Unit Height
80"
"1
90"
96"
69-7l8" DLO
73-7/8" DLO
79-718" DLO
85-7/8" 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"
OLD
Jamb
8
8
B
8
8
8
a
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
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
t
30"
23"
Jamb
8
8
8
8
8
B
a
8
B
8
8
8
8
8
8
8
v
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
Head/Sill
I C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
36"
Jamb
8
8
8
8
B
8
8
8
a
8
8
8
8
a
8
8
o_
DLO
P-hook
1 6+7
6+7
1 6+7
1 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
10
c
HeadlSill
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
E
42"
35"
Jamb
8
8
8
8
a
8
8
8
8
8
8
8
8
8
8
a
i
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+g
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
41"
Head/Sill
C4+2
C4+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
48"
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
10
8
6
8
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+g
7+8
7+8
7+B
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 OP IS 45.67 PSF MAX. WHEN USING THE 3-1K' 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.
TAR[ F 1A•
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 - 3-114"
+ 60.0
High-4"
+60.0
SEE NOTES 1-3
OH LENGTH I—
H
Lu
OOI OH RATIO z 1
O O
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT=
PRODUCT REVISED
DOOR UNIT HEIGHT-10.125"
as complying with the Florida
Building Code
NOA-No. 20-0429.09
PANEL HEIGHT =
Expiration Date:0211712025
DOOR UNIT HEIGHT - 1.866"
Miami -Dade Product Control
Interlock
P-hook
Lockstile @lamb
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
OEM
Standard Astragal
OutsideC
Inside Cor
Outside
Corner
Inside
Corner
Inside
Corner
"'4
Outside
Corner
Part p60 (x2)
Part H60
Part H60
Part H60 (Stile)
Part H67 (Astragal)
Part H60
Part U61L(Stile)Tpart#120
Part H318 (Corner
Receiver)
art H119 (Out.)
(In.)
Part H61(Stile)
Parts H31 & H32
(Corn. & Fxd Mount)
Part H61
JR 1 032620 1 D I NO CHANGES THIS SHEET. I
A VEMCQ FL.MU5
(e41)450.1600
REGISTPA77ON929296
SERIES 770
SGO-7T0INTS6 a 22PGTO130
0N7 a rv/V4/
* No.58705 =
p-3 .
Q STATE OF
N '
.FLORID?•. FS' G:
�SIONAL0111111%0��
A. LYNN MILLER, P.E.
P.E.S 58705
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For corner astragal anchorage on 90" or 135" comer units, see sheet 11
Maximum DP for all sizes: +60 / 60
(May be limited by Table 2A)
Table applies to Glass Types 4, 4A,
Door Unit Height
80'
64"
90"
96"
102"
108"
114"
120"
6, 6A, 7, 7A, B & BA and the
69-718" DLO
73-718" DLO
79-718" DLO
95-7I8" DLO
_
91-718" DLO
97-718" DLO
103-7/8" DLO
109-718" OLO
StilelAstragal Types shown below.
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
D
A
B
I C
I D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
Head/6I11
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
04+1
C4+1
C4+1
C4+1
C4+1
Cq+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
24
17"
Jamb
8
8
a
8
8
B
8
a
8
8
8
8
8
a
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+B
7+8
7+6
7+8
7+8
7+8
8+9
8+9
8+9
8+9
0+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
30"
OLD
Jamb
8
8
8
B
8
8
a
B
8
6
8
8
6
a
a
a
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+6
7+6
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+6
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+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
C:4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
5 36"
Jamb
8
B
a
a
8
a
a
a
a
a
8
8
8
a
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
}�
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
c
Head/Sill
C4+1
C4+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
C4+1
C4+1
C4+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
42"
35"
Jamb
8
8
8
B
8
B
8
8
a
8
8
8
B
8
8
a
10
10
10
10
10
10
10
10
10
10
10
10
12
10
10
10
as
To
DLO
P-hook
6+7
6+7
6+7
8+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C5+2
C5+2
C4+2
C4+2
C5+2
C5+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
z48
Jamb
8
8
6
B
a
8
8
8
8
8
8
8
10
8
9
8
10
10
10
10
10
10
10
10
12
10
10
10
12
10
10
10
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
6+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
54"
601,
OLO
HeadlSill
C4+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
04+2
C4+2
Not available in these sizes
Jamb
8
8
8
8
8
a
8
B
10
8
8
a
10
8
8
8
P-hook
1 6+7
6+7
6+7
1 6+7
7+B
7+8
7+a
7+8
7+e
7+8
7+8
7+8
7+a
7+B
7+8
7+8
53"
DLO
HeadlSill
24+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
74+2
C4+2
C4+2
C4+2
C4+2
Jamb
8
a
8
8
8
8
8
8
10
8
8
8
10
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7*8
7+8
7*8
7+8
7+8
7+9
7*8
7+e
r'UM =AAIVIYLt UIV UOINI.0 IADLC, Art Or7tt I a.
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 3-114" 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.
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or box, see
pressure, psi
Sheet 17)
Flush - 1-112"
see note 3
Low - 2-112"
+ 46.67
Medium - 3-1/4"
+ 60.0
High - 4"
+ 60.0
SEE NOTES 1-3
OH LENGTH
O11OHRATIO z1
O
OH RATIO = OH LENGTH
OH HEIGHT
- =n I n11111AI _ QTII = R AQTDAr_AI T D=Q QNAI 1 R= I IQ=rl Pnp TART = 7 Q== Q41==TQ_ 91 A. 911 Fr1D DART rl1AA=AIQIrIKIQ &Kin CNFFTC 'IA F. 1Q =r1R ACCFRAni Y nrTAII G
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Lockstile @
90' Astragal
Lockstile @
135" Astragal
Lockstile @
Assembly
Straight Astragal
Assembly
90" Astragal
Assembly
135" Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
r
Standard Astragal
OutsideC
Outside
Inside
Corner
[�
Corner
�
Inside
Corner
Outside
Ins ideCorner' I I
Corner
(x2)
F"t"
Part #61
Part #fil
Part 461(Stile)
part #67 (Astragal)
Part #61
Part #62 (Stile)
Part #118 (Corner
Part #119 (Out.)
part 0120 (In.)
Part #61 (Stile)
parts #31 &
Part #61
Receiver)
Mount)
(Corn. & Fxd Mount)
I JR 1 0312620 1 D I NO CHANGES THIS SHEET. I
N. VENICE, FL 3405
(941)460-1B00
REGISTRARONNZ9195
SERIES 770 ALUM. SGD - LM IMPACT
1stafnat sal.: sax AMntn
sco-77o NTS 7 - 22 PGT0130
ULU VVIU I H =
NOM. PANEL WIDTH -7"
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02/17/2025
BY: _ 11"...i
Miami -Dade Product Control
\1111I I11 f!
ICE I
�.•: No.b8705
7�ZZ V. 41,
SOT . STArEOF (V`
C� •',CoRIop...
''•
ss ...
�'// ONAL'1--
_�_�
1
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE A•
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For corner astragal anchorage on 90" or 135" comer units, see sheet 11
Maximum DP shown below
(Maybe limited by Table 3A)
Table applies to Glass Types 4. 4A,
Door Unit Height
80"
84"
901,
96"
102"
108 "
6, 6A, 7, 7A, e & BA and the
Stile/Astragal types shown below.
69-718" DLO
73-7/8" DLO
79-7/8" DLO
85.7/6" DLO
91-7/8" DLO
97-1/8" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A B_ C D I
A I B I C I D I
A B I C I D
I A B C I D
A 1 B 1 C I D
A 8 C D
Design Pressure
+/-90.0
f
+/•82.5 psf 1
+/-75.0 pst
17"
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
24"
DLO
Jamb
B
1 8
1 B
B 1
8 1
B 1
B
1 B 1
8 1
8 1
8
1 B
1 8 1
8
8
B
10
10
10
1 10
10
10 1
10
10
P-hook
6+7
1 6+7
1 6+7
6+7 1
7+8 1
7+8 1
7+8
1 7+8
7+8
1 7+8 1
7+8
1 7+8
1 7+8 1
7+8
Il7+8
7+8
8+9
8+9
8+9
1 8+9
8+9 1
8+9 1
8+9
8+9
Design Pressure
+1--40.0 psf
+/-82.5 psf
+/-75.0
psf
23"
Head/Sill
C4+1 C4+1 I C4+1 I C++ C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
C4+1 C4+1 C4+1 C4+1
04+1 C4+1 C4+1 C4+1
=
30'
DLO
Jamb
8
8
a
8
8
B
8
8
10
8
B
8
10
B
8
8
10
10
10
10
10
10 10
10
P•hook
6+7
6+7
6+7
1 6+7
7+8
1 7+8
1 7+8
1 7+8
7+8
1 7+8 1
7+8
1 7+8
1 7+8
1 7+8
Jill7+8
7+8
8+9
B+9
8+9
1 8+9
8+9
1 8+9 8+9
8+9
Design Pressure
V-90.0 psf
+/-82.5 psi
+/-75.0 psf
29"
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4t1
C4+1
C5+1
05+i
04+1=+1-82.5
+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
IL
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
B
8
12
10
80
10
10
10
10
10
10
c
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
_
7+8
7+B
7+8
7+8
7+B
7+8
8+9
8+9
B+9+9
8+9
8+9
8+9
8+9
8+9
8+9
Design Pressure
+1--90.0 psi
/-82.5 psi
+/-75.0
PSI
35"
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
42°
DLO
Jamb
10
8
8
8
10
8
8
6
12
10
8
8
12
10
80
10
10
12
10
10
10
P-hook
7+8
7+6
7+8
7+8
7+8
7+8
7+8
7+B
8+9
8+9
8+9
8+9
8+9
8+9
8+9+9
8+9
8+9
8+9
8+9
8+9
8+9
Design Pressure
t/-90.0psf
See Note A
/•82.5 psf
+/-75.0 psf
41"
Head/Sill
C5+2
C5+2
C4+2
C4+2
C5+2
G5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C6+2 C6+2
+2
C5+2
C6+2
G6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
�"
DLO
Jamb
10
8
8
B
12
10
8
8
12
10
8
8
14 12
B
B
14
12
10
10
14
10
10
10
P-hook
7+8
1 7+8
1 7+8
7+8
1 8+9
1 8+9
1 8+9
1 8+9
8+9
1 8+9
1 8+9
1 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,'#A 6, 6A, 7A, 6 & 6A; +/-87.1 FOR GLASS TYPE 7
NOTES: EXAMPLE ON SHEET 9
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER
DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866"
THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 3. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS
Interlock
P-hook
Lockstile @ 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
Heavy-duty Astragal
Outside C
Outside
Corner
Inside��
Corner
Inside
Corner
Outside
Insideide Cor
Corner
Part #61(x2)
Part H61
Part #61
Part #61 (Stile)
Part #68 (Astragal)
Part 461
Part #61(Stile)
Part #118 (Corner
Receiver)
Part #119 (Out.)
Part #120 (In.)
Part #61 (Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
Part #61
1070TECHNOLOGYDNW
N. VEN10E, FL 34275 DP AND ANCHORAGE
(9+1)+80-1e00
REGfS77Mn0N#29200 SERIES 770 ALUM. SGD - LM IMPACT
NO CHANGES THIS SHEET. �Ru I — I aim &."
SGD-770 INTS18 - 221PGTO130- 221PGTO130
TABLE 3A:
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 - 2-112'
+ 46.67
Medium - 3-1/4"
+ 60.0
High-4"
+90.0
SEE NOTES 1-3
OH LENGTH
OOI OH RATIO 21
0
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date:0211712025
By. _ 1 mow. f ..."--
Miami -Dade Product Control
�rlilulrr
�Ny UYNIV
No. 53705
Z- -
s4AT o
' ,S • p/O •'�C�G
'irrflrlVAL
A. LYNN MILLER. P.E.
P.E.# 55705
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF:
SEE "C5"CLUSTER
SEE
JAMB (9) P-HOOKANCHORS, UNIT WIDTH DETAILS, SHEET 10
SEE MAX."C5" CLUSTER "C5"
SPLICE
" •. REQUIRED @ (PERPENDICULAR TO GLASS SEE CLUSTER DETAILS, FOR ASTRAGAL
DETAILS, SHEET 10 FOR "C6"
NOTE,
EXTERIOR PLANE) SEE TABLE 2, SHEETS REQUIRES SHEET 10 FOR INTERLOCK
INTERLOCK 24" MAX. O.C.
THIS
POCKETS AND CLUSTER, SEE
48" NOM. DETAILS, SHEET 11
SHEET
SEE POCKET 10 P-HOOK PANEL WIDTH x x
JAMB ( ) i - ----- - x / x x x x x 6" MAX.
_x
MOUNTING x x x x / x x x x x x�
1 x x
INSTALLATION, ADAPTER 6"MAX. r x x x x x x x x x
I
THIS SHEET ANCHORS MIDWAY i-3"MAX. x x
o
&SHEET 14 BETWEEN P-HOOK 1 io� A PAIRS OF
ANCHORS & AT 3" O' x
x = FRAME ANCHORS
x
FROM TOP &
::.`?.;... 1 a 14"MAx.O.C. lol ANCHORS 96" (TOTAL8
BOTTOM 21"MAX
i z� Tr—'I�_� lol o UNIT • ANCHORS)
4.051"
- 8" MAX. TO OPENING i h ¢° I �I n ®= P-HOOK HEIGHT O.C. PER JAMB
EDGE OF POCKET SEE 1 W a I p x (SEE JAMB
1 x a ® 14' MAX. O.C. ANCHORS x
I I DETAIL
INSTALLATION 1
Z
DETAILS'JcBELOW)
_
I®I I ' I
END PANEL SHEET 14 & PART %O MOUNTING
24" MAX.
ANCHORAGE DETAILS'J'&'K', 1Uh j j lol 3" MAX. ADAPTER x x
(2 ANCHORS) SHEET 19 FOR i $ �--le II ANCHORS -
O.C.
P-HOOK L--_ 6"MAX. l x x
„+2„ '-- --- x x x X - x x x xxx , x `. xiEND PANEL
ANCHORS
xx
x
ANCHORAGE END PANEL x, x x x x x x x x x' 6" MAX. ANCHORAGE (SEE
ANCHORAGE x' x xx x x',+2„ SKETCH BELOW)
(SEE SKETCH BELOW) " �, "+2"
+2+2"
CENTERLINE B" MAX., TYP. +2 ANCHORAGE ANCHORAGE
�— ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04" -+
24" MAX.
EXAMPLE: 5-PANEL, 2 TRACK, 90. OUTSIDE CORNER - oXXIXX0 - 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: NON-STRUCTURAL
MAY BE ADDED
F-
48"
NOM.
PANEL
WIDTH
3.5"
aW=R
EXTERIOR V
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
CENTERLINE OF
INTERLOCK
HEAD & SILL: 8" MAX. FROM FRAME CORNERS.
USE SPECIFIED CLUSTER FROM APPROPRIATE
SEE "C5" CLUSTER
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
DETAILS, SHEET 10
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK
PLUS SPECIFIED QUANTITY OF ADDITIONAL
"+2" ANCHORAGE
INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
21"
ET OCCURS AT THE P-HOOK.
MAX.
O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
5.64" Expiration Date: 02117/2025
By: 1 c1_.7 1 C 4.,.
6" MAX.
_
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
C6" CLUSTER, SEDETAILS, REQUIRES CENTERLINE SEE ANCHORAGE
SHEET 10 CLUSTER CENTERLINE END PANEL
"E �+-
A—
F DETAILS, SHEET 11 I~ INTERLOCK FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) 8
4.051" 1 3.5" l MAXLY
• I�
—7G 1
� r
CENTERLINE "+2" ANCHORAGE CENTERLINE "+2" ANCHORAGE CENTERLINE = 1� : No. 58705
-
OF PANEL 3 If OF PANEL 4 If OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS z2 (1:' it =
1070TECHNOLOGYDRIVE �t*R
N. VENICE FL 34275]��IANCHORAGE SPACING & EXAMPLE PLANS �O��S •.,'`Z OkIPP. •' \G\?
(941)480.1600„k
NO CHANGES THIS SHEET. REGISTRATION92029IBSERIES 770 ALUM. SGD - LM IMPACT '/'/S�C�NAL
a� s.�.14We &ak sme uwacx' n r, A. LYIJ�J1f)IIL��R, P.E.
SG6T/0 NTS 9 a 22 PG T0130 � P.E.a 58705
ASTRAGAL OR ( SPLICE LOCATION
INTERLOCK'�j-IF NEEDED
CENTERLINE I
3.5'
1.75"
4" DIAG.
2.04"
I
EXTERIOR -� 3.5"
�l 7„
v 2-TRACK FRAME HEAD/SILL
(a) ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK—f—IF NEEDED
CENTERLINE I
0
4.06
I
EXTERIOR � 7„
v 3-TRACK FRAME HEAD/SILL
an ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
INTERLOCK -'I CONDITION, USE INTERLOCKIF NEEDED
CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE
1.75"
7„ 7„ 3.5„
" DIAG.
2.04" 2.04"
I
EXTERIOR 4" DIAG. 7,� EXTERIOR 7 3.5"
7„
J� �l I
v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL
(a) ASTRAGAL OR INTERLOCK aP ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6")
EXTERIO
ASTRAGAL OR {SPLICE LOCATION
INTERLOCK-�-I IF NEEDED
CENTERLINE I
+{ 1,75"
3.5"
2.04"
2.04"
4" DIAG.
EXTERIOR `
4-TRACK FRAME HEAD/SILL
(a) ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
B� JR 03262somas
0 D NO CHANGES THIS SHEET
10110114
ASTRAGAL OR (FOR SPLICE
INTERLOCK-] CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
-► 3.5'
2.04"
4.06"
R 7 4" DIAG. EA 3-TRACK FRAME HEAD/SILL
CCD ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR I (FOR SPLICE
INTERLOCK-r CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
3.5"
4" DIAG.
5.37" DIAG.
EXTERIOR i 7„ —I
15 4-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "(35")
6" DIAG.
2.04" 2
EXTERIOR�
21"
MAX. 1
O.C. L
21"
5.64" MAX.
O.C.
MAX.
—2-TRACK
FRAMEJAMB
ANCHOR PAIR
ASTRAGAL OR I SPLICE LOCATION
INTERLOCK- f-IF NEEDED
CENTERLINE � , G, 2.04"
--I 3.5" 1f
15 3-TRACK FRAME HEAD/SILL
(a? ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
7`FMTFRI IMF USE THIS DETAIL)
f
2.04"
4.06"
EXTERIOR
ID
21"
MAX
O.C.
L
6" MAX.
6" MAX.
I 4-TRACK
6" DIAG. FRAME JAMB
EXTERIOR ��ERIOR. ANCHOR PAIR
ANCHORS MAY BE INSTALLED
_ EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
5.64"
I 3-TRACK FRAME JAMB
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
CIF NEEDED
3.5" 1—
4-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "(36")
WITH & WITHOUT SPLICE CONDITION
N. VENICE, fi 34275 AI
(941J480- W
REGIS7R4770N4!? M SI
EXAMPLE CLUSTERS
770 ALUM. SGD - LM
sco-no I NTS 110 a 22 I 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:_ I cc..._ I.:. !.-,..-
Miami -Dade Product Control
LYNN/11 /,
LICENSf'•�((��i
No.58705 -
- O .
0;< ss7ATE OF (441
Ss/C�IINAL EN �..
A. LYRI� �ItlE1R' P.E.
P.E.# 58705
2.04" —� 2.04" INTERIOR 2.04" INTERIOR 2.04" "+1"ANCHOR
INTERIOR INTERIOR 7„
?4'DIAG. ?4"DIAG. 8.94"6.12" 6.12' 3.5" 3.5INTERIOR INTERIOR TINTERIO INTERIOR
90° 3. 3. 1 1 CENTERLINE
EXTERIOR EXTERIOR 4" DIAG. 4" DIAG. OF PANEL
-� 3.5" 4" 3.5" 4" 3.5" 3 " 4„ "+2" ANCHOR
2.04" EXTERIOR 2.04" EXTERIOR 2.04" EXTERIOR 4 2.04" EXTERIOR / 8.94"
2.04° 4" DIAG.
90° CORNER 90° CORNER 135° CORNER 135° CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3.5"
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I _ CENTERLINE
ANCHORS ARE REQUIRED, " ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, " ANCHORS ARE REQUIRED, "C6") I� OF PANEL
4.08"
INTERIOR INTERIOR
EXTERIOR 4.08"
"+1"ANCHOR "+3" ANCHOR
4" 7.41"
INTERIOR 3.5" INTE01.R
9 7° 135° 2.04" 4" DIAG.
EXTERIOR
3 I 3.5"
3.5"
4.08" ° 4.08" f 7" 7"
5.37" DIAG. AG. CENTERLINE
CENTERLINEOF PANEL
OF PANEL 2-TRACK FRAME HEAD/SILL
3.5' 4 3.5" 4' ON INTERMEDIATE ANCHOR LAYOUT
EXTERIOR EXTERIOR' INTERIOR ALL "+2"ANCHOR
�- 7
90° CORNER 135° CORNER EXTERIOR
IDVIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
("C6' ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4" DIAG.7 PRODUCT REVISED
as complying with the Florida
6utlding Code
INTERIOR 6.12' INTERIOR 2.04" NOA-No. 20.0429.09
2.04" 3.5" Expiration Data: 02/17/2025
/ 12"
4, EXTERIOR 5 88" CENTERLINE :4
INTERIOR OF PANEL By: _ I cc-r
Miami -Dade Product Control
INTERIOR 90" 35„ 135° "+3"ANCHOR
V. 7, 2.04"
DIAG.
6.12" 4" DIAG. 6.12"
G 3.5" 4.08"
j 7" EXTERIOR
2.04" 3.5„ 4, 4" DIAG. 3.5" 3.5" 1
EXTERIOR 7 EXTERIOR 4" CENTERLINE
2.04
90° CORNER 135° CORNER I OF PANEL ���•'''VIceNSF �!!
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("C8' ANCHOR CLUSTER REQUIRED ("C8'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT T Nu. 58705
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) -
NOTES: (3-TRACK SIMILAR) 02—�
/�
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. "J�
10707ECHNOLOGYGRIVE TE F •� `
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N.V&=E,FLS4276 ANCHORAGE, EXAMPLE CLUSTERS n
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 1�111B00 ,as : �S '•�LORIDP.••'G�C�;
a.,a REGISTRaTIONWSM SERIES 770 ALUM. SGD - LM IMPACT
JR 032520 1 Q I NO CHANGES THIS SHEET yam A. LYiJRIIMILL'E.
—JRIYI 10f10114 onmc ® SG47)0 NT$ 11 °� 22 PGT0130 P.E1t 50705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR 2-1116"'
o MAX.
SHIM
EMBEDMENT: T I r� II II `� f
SEE TABLE A, J u LEI u
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
SEEANCHOR
NOTE 5, SHEET
1 (1/4" MAX.) C7�J 1
EXTERIOR
a 2_,/,6"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
Dw WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
TYP., SEE ANCHOR —
NOTE3,SHEETI r
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
15 1/4" MAX. SHIM
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
E 2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
032520 1 D I NO CHANGES THIS SHEET
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET,
2-1116"
EXTERIOR
a
114"
MAX.
SHIM EXTERIOR
a
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
I� SEE TABLE A, SHEET 1
2-1/16""
2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1
da 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Bw WOOD INSTALLATION Cw METAL INSTALLATION
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4" 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
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
& TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 7 NOTE 4, SHEET 1
SEE
ANCHOR
ANCHOR
NOTE 5,
SHEET 1
(1/4" MAX.) -
NOTE 5,
SHEET 11 .
(1/4" MAX.)
EXTERIOR
EXTERIOR
a2-1/16"'
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
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR =
10, 1/4" MAX. SHIM
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
tah 3-TRACK FRAME JAMB
Hw WOOD INSTALLATION
to7o7ECNNa.o0r0RIVE
N. VFNICE, $1276
/srrl+eo-1-rsao
REGISM770N#29M
pp MIN. OF 3 THREADS BEYOND
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
PRODUCT KrV[bF:U
TABLE A, SHEET 1
as complying with the Florida
Building Code
B
NOA-No. 20.0429.09
EDGE DISTANCE:
Expiration Date'. 02/17/2025
METAL TYP.,
SEEANCHOR
SEE TABLE A,
SHEET 1
By.
mlami-Dade Product Control
NOTE 4, SHEET 1
2-1 /16" "
SMS ANCHOR TYP.,
f
SEE ANCHOR NOTES
& TABLE A, SHEET 1
"—MIN. OF 3
THREADS
EXTERIOR BEYOND THE
METAL
SUBSTRATE
1/4" MAX. SHIMV
4-TRACK FRAME JAMB
Qw7 METAL INSTALLATION
Gri/G-7 r r v 1i1-UNI. "7171./ - LIVI 11v1rr1%11
rw,t am sn..c o,rnln
SG.770 NTS 1 12 d 22 PGTO130
�,��tlllil/,y
GNY LYk!/�
��• ' �iGENSF - �� i
NO. 5870.5
a �TARO
111 I1LF
A. LYNN InILLER. P.E.
P.E.B 58705
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
EDGE DISTANCE: SEE
EDGE DISTANCE:
EDGE DISTANCE:
1. ALL DIMENSIONS
CONCRETE
TABLE A, SHEET 1 CONCRETE
SEE TABLE A, SHEET 1 CONCRETE
SEE TABLE A, SHEET 1
SHOWN ARE BASED
PER TABLE
A, SHEET 1
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 •':...:';
:... ..'.
;: . y.,.i.';'•'
.. I
.... .. ........ .... .....,i
MAX.
,•.... ,. ;. .:; .....::.;:"
„
MIN 4(HEAD & SILL)
LL
a
SHIM
OR6"(JAMB)SEE
EMBEDMENT: J
114' EXTERIOR
�
1/4� EXTERIOR
DETAILS, SHEETS
SEE TABLE A,
MAX. a
MAX. a
10 & 11.
SHEET 1
SHIM
SHIM
PROPERLY SECURED 1X
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE
SEE ANCHOR NOTES &
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
WOOD BUCK TYP., SEE SEE ANCHOR NOTES
&
ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
NEI
D
D
Ac CONCRETE INSTALLATION
eCONCRETE (INSTALLATION
NC
CCONCRETE INSTALLATION
NE
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEE5,S HOR
ET
NOTE SHEET
1 (1/4" MAX.)
EXTERIOR T
a
2-1/16" •
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR SEEANCHOR
NOTE 5, NOTE 5,
SHEETI� SHEET1�
1 (114" MAX.) 1 (1/4- MAX.) - x . .
EXTERIOR I
EXTERIOR I F
a2-1/16" .
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: �+ �I
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 `1
EMBEDMENT: SEE
TABLE A, SHEET 1 -�I
EDGE DISTANCE:
1 EDGE DISTANCE:
SEE TABLE A,
PROPERLYSECURED
EMBEDMENT: SEE l
TABLE A, SHEET 1 �I J
CONC./CMU ANCHOR SEE TABLE A,
SHEET 1
1X WOOD BUCK TYP., + '• SHEET 1
TYP., SEE ANCHOR
SEE ANCHOR NOTE 3,
PROPERLY SECURED EDGE DISTANCE:
NOTES &TABLE A,
SHEET 1
1X WOOD BUCK TYP., SEE TABLE A,
SHEET 1 :. 2_1/16"
SEE ANCHOR NOTE 3, SHEET 1
CONC./CMU ANCHOR 2-1/16"
SHEET 1
TYP., SEE ANCHOR
CONC./CMU ANCHOR 2-1/16" •
PROPERLY SECURED
NOTES & TABLE A,
TYP., SEE ANCHOR
1X WOOD BUCK TYP.,
SHEET 1 CONCRETE
NOTES & TABLE A,
SEE ANCHOR NOTE 3, CONCRETE
OR CMU
SHEET 1 CONCRETE
SHEET 1 OR CMU
EXTERIOR �': PER TABLE
EXTERIOR OR CMU
PER TABLE
EXTERIOR :-
A, SHEET 1
PER TABLE
ID1/4" MAX. SHIM A, SHEET
A, SHEET 1
15 1/4" I+-
1
MAX. SHIM +-I
1/4" MAX. SHIM I`-
2-TRACK FRAME JAMB
3-TRACK FRAME JAMB
4a 4-TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION
He CONCRETE/CMU INSTALLATION
Ic CONCRETEICMU INSTALLATION
1070TECHNMOGYDRFVE
N. VENICE, FL 34275
ANCHORAGE DETAILS
(941) 400.1500
REGISTRA77ONN9290
IES 770ALUM_ SGD - LMIMPACT
JR 032520D NO CHANGES THIS SHEET.
— s 0..rva. Rnr.—JR
k
1D710J14 —o ,®
D•770 NTS 13 d 22 P0710130 D
CONCRETE
PER TABLE
A, SHEET 1
PRODUCT REVISED
as complying with the Florida
Building Code
Noa-No. 20-0429.09
Expiration Date. 02/17/2025
Miami -Dade Product Control
..771 a I I I I I
p1�Y....NN41f,
No. 58705
r�TE O
lof4AL i� IN'
A LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
O SEE ANCHOR NOTES
EMBEDMENT: & TABLE A, SHEET 1
SEE TABLE A, (ALSO SEE TYP.
SHEET 1-1 28 I ILLUSTRATION, SHEET 9)
L l7GE EDISTANCE: SEE
TABLE A, SHEET 1 EMBEDMENT:
SEE TABLE A,
26
EXTERIOR SHEET 1
PHOOK WOOD ANCHOR TYP.,
SEE ANCHOR NOTES7"T P-HOOK
& TABLE A, SHEET 1 CONCRETE OR
(ALSO SEE TYP. CMU PER TABLE
ILLUSTRATION, SHEET 9) 2.693" MIN. A, SHEET 1
EDGE DISTANCE
4aP-HOOK FOR USE WITH FLAT SILL RISERS
Jw 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
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)
P-HOOK FOR USE WITH ANY SILL RISER
\,LGJ 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.,
SEE ANCHOR
NOTE 4, SHEET 1; EMBEDMENT: SEE
TABLE A, SHEET 1
P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE
ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1
P-HOOK MOUNTING
ADAPTER CONC./CMU
ANCHOR TYP., SEE
MIN. OF 3 THREADS
ANCHOR TYP., SEE A, SHEET 1 r • .:.�: ,;...
ANCHOR NOTES & TABLE
r.-.,i..
BEYOND THE METAL
ANCHOR NOTES
A, SHEET 1
SUBSTRATE
26 & TABLE A, SHEET 1 EMBEDMENT: `'". ✓
' • °•'" '
(ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A,
x.'
ILLUSTRATION, SHEET 9)
EMBEDMENT:
ILLUSTRATION, SHEET 1
1 SHEET9)
TO_
SEETABLEA,DISTANCE:
r
SEE :µ•'.SHEET1 TABLE A, SHEET 1
/4" MIN. EDGE DISTANCE
P-HOOK SMS ANCHOR TYP., / EXTERIOR
SEE ANCHOR NOTES J n
& TABLE A, SHEET 1 1j
(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 dR 1 032620 1 n I NO CHANGES THIS SHEET. I
N. VENIC& FL 34275
(941)480-1600
REGISMA71ONM29M
P-HOOK CONCJCMU EXTERIOR
ANCHOR TYP., SEE TL
ANCHOR NOTES & TABLE ��//
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
SERIES 770ALUM. SGD - LM IMPACT
sGano I NTS 1 14 a 22 1 PGTO130
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS 6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
PRODUCT REVISED
as complying with the Florida
Building code
NOA-No. 20-0429.09
Expiration Date: 07-117/2025
Byp _ 11, 7 1 -
Miami -Dade Product Control
"il;111 11:;
No. 58705 ,y
O SrATE ll t✓�;
XN
�s'-F<ViiIUF. c�GN
S/OIVAL
A LYNN MILLER, P.E.
P.E.#58705
CONFIG. EXAMPLES
HEADER DETAIL W,
SHEET 18; INSTALLATION
DETAILS 'Aw' & 'Ac',
SHEETS 12 & 13
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL.
3) PLEASE SEE APPLICABLE
ASTRAGAL&INTERLOCK
COMBINATIONS PER DP/ANCHOR
TABLES.
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13
MAX. UNIT_
WIDTH
MAX.
jam- DLO_
I WIDTH
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
PANEL
PANEL
PANEL
TYPE
TYPE
PANEL
TYPE
'QS'
'AS'
TYPE
NOM.
MAX. UNIT
MAX'
PANEL
PANEL
h
h
MAX. HEIGHT
DLO PER
WIDTH TYP.
HEIGHT
SEE
PER
HEIGHT TABLES
NOTE 2
TABLES 1-3
L
1-3
a
x
a
1
90"
EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
#10 X 1-1/2"
PH SMS
SILICONE STRUCTURAL
HERS POLYISOBUTYLENE
WITH DESICCANT
EXY GLASS —i
#8 X 1"
PH SMS
STRUCTURAL
SILICONE
NOM. FOAM
WITH
DESICCANT
EXT. GLASS
V( // —INT. GLASS
+z4 KODISPACE 45G TPS
ALUMINUM
NIDTH
EXTERIOR
90"
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGE SHEET 11
INTERLOCK DETAIL
'M', SHEET 19
EXTERIOR INTERIOR
JAMB DETAIL'GT, 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
i-3/16" NOM.
' -INT. GLASS
,25 SUPER SPACERIDNXTTI
rtclrvr�rc�.cmorvl POLYISO. DESICCANT FILL AREA
PANEL CORNER
FRAME CORNER
BUTYLENE
5116"NOM— SEAL
5116" NOM.
DETAIL
DETAIL
BUTYL &
SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM
STAINLESS STEEL
EIT. GLAS5
Part#
Description
Material
EXT. GLASS —
124
Kommerling 43G TPS Spacer System
125
Quanex Super Spacer nXr with Hot Melt Butyl
See this
126
Quanex Duraseal Spacer
Sheet for
INT. GLASS
INT. GLASS
Materials
127
Cardinal & Edge Spacer
8DURASEALO SPACER +Y7 XL EDGE TMSPACER
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
N. VENICE FL 34275 ANCHORAGE DETAILS / EXAMPLE ELE
(941)480.1600 nt
o 5rzo p NO CHANGES THIS SHEET. RE01S7M770Nat2M SERIES 770ALUM. SGD - LM IMPACT
sawaws arrc srre nrreMa
rw10114 ova gym. ® sco-no NTS 15 a 22 PGT0130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date:22/1712025
By: I—— — I
Miami -Dade Product Control
"lillllr
No. 58705 A
4 E Fa
........•
A. LYNN I.�It iR, P.E.
P.EA 58705
CONFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
��'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13
IXED JAMB DETAIL'G2', T�ASTRAGAL HEADER DETAIL W, SHEET HEADER DETAIL W, SHEET 18;
SHEET 18; INSTALLATION TAILS TV & 18: INSTALLATION DETAILS INSTALLATION DETAILS'Aw' &'Ad,
DETAILS'Gw' &'Gc', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 137 SHEETS 12 & 13
SHEETS 12 & 13 ,-5 90'
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
D.
'A'
MA
/
NOM.
PANEL
/
/
UN
H PIE
WIDTH TYP.
MAX.
PER
SEE
TAB[
DLO
TABLES 1-3
NOTE 2,
1:
HEIGHT
SHEET 15
a
a
D
X.
MAX_ UNIT WIDTH
SEE FRAME ,&
PANELCORNER
CONSTRUCTION
PANEL
TYPE
(.
A
T
HT
SILL DETAIL
ES
D', SHEET
MAX.
18;
INSTALL
DLO
DETAILS
HEIGHT
'Dw' &'Dc',
Tj
SHEETS 12
i
&13
X
SILL DETAIL'D', SHEET 18;
EXAMPLE: OXXX INSTALLATION DETAILS
PANEL TYP CSE I III TOSS
NOM. /
PANEL
DTH TYP. /
PER
,BLES 1-3
MIIIIM
MAX. UNIT WIDTH
MAX.
DLO
_WIDTH
TYP.
PANEL
TYPE
K, MAX.
hUNIT
/ HEIGHT
PER
SEE TABLES
NOTE 2, 1-3
1EET 15
a
DETAILS SHEET 15 (2-TRACK) 'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XXIXX (2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' &
L2, SHEET 19:�. INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13-\
1 �/ HEADER DETAIL /
GJAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET B', SHEET 18;
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 16; INSTALLATION
'Hw' &'Hc', SHEETS 12 & 13 'Jc','Kw' &'Kc', SHEET 14 DETAILS'Bw' &'Bc', DETAILS'Iw' &'Ic', SHEETS 12 & 13
SHEETS 12 & 137
MA}
HE
F
TA
Imo--- MAX. UNI I WID I H
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
j
,R,
,L,
M.
,F,
I
I
UNIT
NOM.
o I
GHT
ER
PANEL
WIDTH TYP.
Q I
3LES
MAX.
/
/SEE
PER
/
-3
DLO
NOTE 2,
TABLES 1-3
°a
HEIGHT
SHEET 15
y
a
b
i
D
X
Imo-- MAX.UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
M'
'F'
,F,
P'
MA
NOM.
UN
PANEL
HEIC
/
/
WIDTH TYP.
/
PE
SEE
MAX.
PER
TABI
OTE 2,
DLO
TABLES 1-3
1
SHEET 15
HEIGHT
O
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
/-SHEET 11
INTERIOR q
EXTERIOR NOM. PANEL
WIDTH TYP.
PER TABLES
1-3
UNIT WIDTH
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
Cw' &'Cc'. SHEETS 12 & 13
r
HT
z
ES
EXAMPLE: OXXXp
SILL DETAIL'E', SHEET 18;f`
EXAMPLE: XXXO SILL DETAIL 'F', SHEET 18;
(3-TRACK, RIGHT POCKET)
INSTALLATION DETAILS
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'Fw'
Ew' &'Ec', SHEETS 12 & 13
&'Fc', SHEETS 12 & 13
1070TECHNOLOGYDRNE
N. VENICA FL SW5
EXAMPLE ELEVATIONS
(941)I341000
—
REGISTRATION929296
SERIES 770_ALUM. SGD - LM IMPACT
?aF
o rzsrzo p NO CHANGES THIS SHEET.
ce do
""'D0
10/f0)14
S..IM NTS 6 d 22 PGT0130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date; 02/17/2025
By; Tic._.; I ,'b,•,.�..
Miami -Dade Product Control
.��v1Y LYNAt"
S ATE O Gv1�
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VAL `
A. LYFGI MILL , P.E.
P.E.S 55705
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
SINGLE
FIXED
LOCKSTILE
ASTRAGAL
ASTRAGAL
ASTRAGAL
ASTRAGAL
INT CORNER
EXT CORNER
EXT CORNER
INT CORNER
EXT CORNER
EXT CORNER
INT CORNER
TYPES
INTERLOCK
OUT
INTERLOCK
IN
STILE
W/ HANDLE
BOX OUT
BOX IN
BOX OUT
WI HANDLE
BOX IN
WI HANDLE
90 LOCKSTILE
W/ HANDLE
90 LOCKSTILE
WI HANDLE
90 RECEIVER
W/ HANDLE
90 RECEIVER
W/ HANDLE
90 RECEIVER
35 RECEIVER
WI HANDLE
35 RECEIVER
W/ HANDLE
9118
u #1J18
#31
#31
SINGLE INTERLOCK CED21-
F
PP
K
L
TR
TQ
TC
TA
TV
TW
OUT
(OxOM
SINGLE INTERLOCK E:D-
B
E
P
A
C
C
IC
SQ
SC
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SV
SW
IN
feaxour
max"
SFIXED
TILE a::D-
RR
R
S
S
FD
FC
FV
FW
(eoxoun
(eaxty/
WI LOCKSTILE
HAN.LE *
D
M
J
J
feoxom
(eoxw)
W
a.
ASTRAGAL
BOX OUT
LR
PANEL NOTES:
`
Wi HANDLE
010"Un
1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
FT—
ASTRAGAL
IN
A /
� Y
SIZES & DESIGN PRESSURE.
Q INTERIOR RIGHT
LEFT
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
JBox
w1 HANDLE
feoxm/
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
EXTERIOR
P
ASTRAGAL
T
U STILE
STILE AND ARE NOT AVAILABLE.
BOX our
(BOXOVn
(Box OUn
3.90" ASTRAGALS TO USE HEAVY-DUTY STILES
F'
ASTRAGAL
T
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (#61), CORNER RECEIVER (#118) AND EITHER
U EXTERIOR (#119) OR INTERIOR (#120) CORNER
STILE/ASTRAGAL REQUIREMENTS.
w
U)
BOX IN
APPLICABLE
ASTRAGALS.
J
INT CORNECKSTILE R
(eaxw)
(wxw)
4. 135' ASTRAGALS TO USE HEAVY-DUTY STILES
P
90LO
RT
CI
(#61) AND CORNER ADDON (#31).
W
Z
WHANDLE #120
90 LOCKSTILE
90 LOCKSTILE
QT
QS
SILL RISERS OPTIONS -- 1 .232"
—+{� .232'
I
Q
WI HANDLE#11g
#61
EXT CORNER 11.,�fCl
90 RECEIVER
^
/ _ T
^
( _ CT��
232" EXTERIOR PRODUCT REVISED
.232" EXTERIOR I� EXTERIOR .062"
IF+-� as complying with the Florida
wit
I 1 a •062 4.055" Building Code
W/HANDLE
/
VV
I
.062" 3.305" NOMNg. 20-0429.09
a
#118
INT CORNER
90 RECEIVER #61
A T
AS
DF
2.555" Expiration Date: 22/17/2025
1.56T062" ey, 1 ,:.._.7 r ,_. ,,...,.,
WI HANDLE 1 8
_
Miami -Dada Product Control
EXT CORNER78
90 RECEIVER
CF
SILL RISER FLAT
16• FLUSH, 1-1/2"
• SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT
20
LOW, 2-1/2" 22 MEDIUM, 3-1/4" 2a HIGH. 4"
EXT CORNER #31
135 RECEIVER
VT
VS
VF
I+— 750 EXTERIOR I_-750"
W/ HANDLE #61
INT CORNER #31
35 RECEIVER
W/HANDLE #B1
W T
C
WV
WF
EXTERIOR
��I I
j-�- 760"
EXTERIORI I EXfER10R .062"
.906" 4.055"
a �- .862" a .062"
3.305"
1.567
.062" 2.555"
19• SILL RISER, BOX*
21 zISE2R; BOX 23 SILL RISER, BOX 25 SILL RISER, BOX Q` No. 5? 7U5 '
LSILL OW
`'
` NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 - '. �,
�0 . �c
1070 TECNNDLOGYDRIVE a.opm,�
N.VEIVICE,FL31T75 PANEL TYPES o..• ST;,rE (F cr,
.. - Ufiu✓h.., • �
' �o3z6ao
(911)4861600
REGISM&RON119288
G�
SERIES 770 ALUM. SGD - LM IMPACT J ' S /'JNAL
p NO CHANGES THIS SHEET.
sr►nhaa' sab sse oanoxa HD
RJR iwtoil4 n� �mx
® sco-rro NTS 17 d22 PGT0130 P.E.#5tl705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
8FULLLENGTH
106 OF JAMB
G1
2-TRACK JAMB
6" LONG CLIP #105
105 @ W/RETAINER#106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
EXTERIOR
dih
G2
#10 X 3/4"
123 FULL LENGTH
OFJAMB 2-TRACKJAMB
SMS,X3
CLIP #80 OR #105
6" LONG
W/ RETAINER #123
@
(SHOWN WITH
60
IIIDSPAN
FIXED PANEL TO
60 OR 61
THE EXTERIOR)
EXTERIOR
EXTEF
G
SHOWN WITH
OPT. SCREEN
TRACK
2-TRACK WISCREEN
A FRAME HEAD
EXT
EXTERI
a
e2-TRACK W/SCREEN
D FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
108 FULL PANEL JAMB LENGIH
60 OR 61 105
LOCKP
14
1ART 17
75 & W-11
G3
6D OR 61
16 5
2-TRACK JAMB
(SHOWN
5 SEE DETAIL G1
WITH
—
FOR FIXED
OPERABLE
80 PANEL CLIP 75 &K 0717
PANEL)
SEE DETAIL G2
LOCK PART
113 75 6 107-110
103
FOR FIXED 5 fio OR 61
PANEL CLIP 103
5
fiEiN
16
17
G4
2-TRACK JAMB
EXTERIOR
60 OR 61
EXTERIOR -I,EXTERIOR EXTERIOR
W/SCREEN
\/
3-TRACK JAMB
E (SHOWN WITH
OPERABLE PANEL)
3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
6EIN(SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
��EXTERIOR
162�3-TRACK
B FRAME HEAD
JR 1 03/2620 1 D I NO CHANGES THIS SHEET. I
E 3-TRACK
E FRAME SILL
N. V&VCF- FL 31275
(911)460.1500
REGISMAnOW29298
EXT
4-TRACK
C FRAME HEAD
4-TRACK
F FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES 1-3
RTICAL SECTION DETAILS
FRIES U0ALUM. SGD - LM IMPACT
ede smn ae.e a..ro�
SGO.770 NTS 18 a 22 PG70130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date; 02/17/2025
By. _ I u 1 -;'"
Mlatnl-Dade Product Control
tr No.513705
Zaa0
S rr, dF
' 7; QNAL L—
A. LFI�M MILLEIF�, P.E.
P.E.# 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
5
Q INTERIOR
g1 113 178
28
7
30
11
113
27
63
103
fi00R 6129
*RIOR,
14
65
*6*0
EXTERIOR 111
90�
OR
62
FLAT LS BOX
a(EXT..
EXTERIOR
(1 I
INTERIOR
EXTERIOR
INTERIOR
OR INTR. MOUNT) ®K EXT. MOUNT ONLY
90e
10, EXTERIOR 11 J'�_/
W
E STANDARD ASTRAGAL #67
L1 WITH STANDARD STILES #60
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
10, EXTERIOR
68
E HEAVY-DUTY ASTRAGAL #68
L2 WITH HEAVY-DUTY STILES #61
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
E 135° OUTSIDE CORNER
01 2-TRACK SHOWN
I JR 1 032820 1 D I NO CHANGES THIS SHEET. I
N. MWCE, FL 34275
(941)49o-1500
REOISTRA770Nrt2 M
113 103 119 15 EXTERIO
E 90° OUTSIDE CORNER
N1 2-TRACK SHOWN
INTERIOR
EXTERIOR
ja 136- INSIDE CORNER
02 2-TRACK SHOWN
5
71
7
90- INSIDE CORNER
Nz 2-TRACK SHOWN
4 INTERIOR
eINTERLOCK
M
-ITEM #61 (HEAVY-DUTY
STILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 02/17/2025
Miami -Dade Product Control
11111111�,
N0. b870
AT F
CORNERS .. Ft ......
v P11-vrw..wL - 1-1vr xwrriC.T ' r/I /oNAL 1111111 1E % \\\
,rm� s; — °"'r°M' A. LYNN MILLER, P.E.
sco-n0 NTS 19 d 22 PGTO130 D P.E.# 58705
Item
DW9T#
PGT #
Description
1
17308
617306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
3
17309
617309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAD/JAMB ADD -ON
7
17304
617304
2-TRACK SILL
8
17301
617301
2-TRACK SILL WITH SCREEN RAIL
9
17307
617307
3-TRACK SILL
10
17310
617310
4-TRACK SILL
11
17313
617313
FRAME SILL TRACK INSERT
12
17315
617315
FRAME SILL SCREEN ADD -ON (SEE NOTE 3)
13
17316
617316
FRAME SILL SCREEN END ADD -ON (SEE NOTE 3)
14
17305
617305
2-TRACK JAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
16
17308
617308
3-TRACK JAMB
17
17311
617311
4-TRACK JAMB
18
17322
617322
SILL RISER -FLAT, FLUSH, 1-1/2"
19
17319
617319
SILL RISER - BOX FLUSH, 1
20
17321
617321
SILL RISER - FLAT, LOW, 2-1/2"
21
17318
617318
SILL RISER - BOX LOW, 2-1/2"
22
17355
617355
SILL RISER - FLAT, MEDIUM, 3-1/4"
23
17354
617354
SILL RISER - BOX MEDIUM, 3-1/4"
24
17323
617323
SILL RISER - FLAT, HIGH, 4"
25
17320
617320
SILL RISER- BOX HIGH, 4"
26
17333
617333
POCKET P-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
17334
617334
POCKET P-HOOK MOUNT
29
17335
617335
P-HOOK COVER
30
17348
617348
POCKET P-HOOK FOR BOX RISER
31
17378
617378
135 CORNER
32
17376
617376
135 FIXED MOUNT
ITEMS 40-53 ARE SCREEN PARTS:
40
4319
612265
SCREEN SIDE RAIL - LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
41815
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 G rt•
Material
Min. Fr
Min. F„
012 Steel Screw
92 ksi
120 ksi
#12 1" Scnm
60 ksi
95 ksi
#12 410 Screw
90 ksi
110 ksi
114" DeWalOElco Ag9re-GatoTO
57 ksl
96 ksi
1/4" Elco UllraCun✓V
155 ksi
177 ksi
114" DeWalt UltraCor&0
148 ksi
164 ksi
114" 410 SS DeWalVElcu CreteFlex®
127.4 ksi
189.7 ksi
6083-T5 Aluminum
16 ksi
22 ksi
A36 Steel
35 ksi
58 ksi
Gr. 33 Steel 5W
33 ksl
45 ksi
JR I 0312620 I D I ADDED BACKBEDDING & MATERIAL PROP. TABLE I
Item
DwgT#
PGT #
Description
47
608
7SRAZ
STANDARD ROLLER
48
666
7SRAX
STANDARD ROLLER - ST.STL
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
OXO SCREEN ASTRAGAL ADAPTER
51
1692
61692
SCREEN SPLINE-.165"
52
1694
61694
SCREEN SPLINE -.150"
53
61816C20
SCREEN CLOTH
54
1725
112" X 4" X 1/16' SET. BLOCK, NEOPRENE 85 +/-5
55
1726
1" X4" X 1116" SET. BLOCK, NEOPRENE 85 +1-5
60
17325
617325
PANEL S71LE
61
17326
617326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
6TF248
VINYL BULB WSTP.-THIN ((NSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
67
17329
617329
ASTRAGAL
68
17339 1
617339
HEAVY DUTY ASTRAGAL
69
17324
1 617324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-11T X 1' X 314" 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
81 B5
78185X
GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
71032XIFPFX
#10.32 X 1" FL. SS SCREW W/ TYPE 'F" TIP
77
7103239
10-32 STEEL ZINC U-NUT
79
17357
617357
1" IG BEAD
60
17359
617359
71167 BEAD I FNED PANEL CLIP
81
17360
817360
9116' BEAD
82
1224
61P247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC.1/2" X 1116- SOL SIDE AOR TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1696
71696
DUST PLUG
103
8186
78186X
1" KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
105
17344
617344
FD(ED PANEL CUP - 6' LONG
106
17352
617352
FIXED PANEL RETAINER - 9116"
107
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
1731
78162SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
1732
78178
HANDLEKIT- RECESSED EXTERIOR PULL
71OX34PPSDAX
#10X3r4"PH. PN. TEK-S.S.
F
1235
67816
WSTP, .270 X.170 - FIN SEAL
1712
64066
.187" X.230" FINSEAL
71OX115PPX
#10 X 1-112'
710)PPT
#10 X 1'
720XiX
#1420 X 1" S.S.
117
72OXI 12X
#1420 X 1-1/2' 5.S.
118
17336
617336
90 DEGREE CORNER RECEIVER
119
17337
617337
90 DEGREE OUTSIDE CORNER ASTRAGAL
120
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
617352
FRIED PANEL RETAINER, 718"
N. VEMCF FL 3427U
(941) 480-1600
REGISTRA17ON1112sm
SGD-770 I NTS 1 20 - 22 1 PGTV 130
VOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 56-59, 66, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
VOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
NIN. #10 SMS OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date: 22117/2025
BY: 1 ,..,-1.
Miami —Dade Product Control
\\\11111111//11
* No 58105
�O^ 2110
ORION
";,,ONAL ' N:
1j0 111111\\\
A. LYNN MILLER, P.E.
P.E.# 58705
(� 5.069" 8.562"
0.0801,
1.211 1.505"
0.081" 02-TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198"
1.211"
0.081" O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
6.526"
0.080"
1.51051,
9S3-TRACK SILL
(6063-T6 AL)
7.105"
6.22 .
080"
1.505"
1„ 0
0.081" O 3-TRACK HEAD 83 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
9.142"
1.211"
0.081"
O4-TRACK HEAD
(6063-T6 AL)
1.514"
1.280To.
y060"
E HEAD/JAMB
O ADD -ON SCREEN
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
0.062"
O'532"
1.516"
FRAME SILL SCREEN
12 ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
I JR 1032WO I D I NO CHANGES THIS SHEET. I
1.36"
1.872"
0.062"
1.019"
0.081"
SCREEN
@o STILE
8"
(6063-T6 AL)
5.069"
1.045"
1.993""
0.062"
2-TRACK JAMB
S14(6063-T6AL)
SCREEN
@
STOP RAIL
(6053-T6 AL)
2-TRACK JAMB W/
1s SCREEN TRACK
(6063-T6 AL)
1.36"
4.49" 0.081"
0.080" c
1.505"
c
S7 2-TRACK SILL c
(6063-T6 AL)
I
0.760"
I- �,".990-
FRAME SILL SCREEN
1s END ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3116" MASONRY
ANCHORS @ 24" MAX. O.C.
N. VENICE, FL 31Z75
(941)490-1600
REGIS71M7/ONW92W
7.105"
1s 3-TRACK JAMB
(6063-T6 AL)
t7 4-TRACK JAMB
(6063-T6 AL)
I SERIES 770 ALUM. SGD - LM IMPACT I
sGD-77o I NTS] 21 a 22 1 PGT0130
0.875"
1.993"
L 0.062"
SCREEN
4s BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.09
Expiration Date.02/17/2025
By- _ i mac..., 1..(,,,,_..
Miami -Dade Product Control
No. 5870E
=o:U1 cr
,�'i fFiz OFCV��
0AIAL F
A LYNk'fi1lL4lf3,E.
P.E.# 68705
1,7111" 0.83" 3.802" I
2.304"
0.885"
0.574" 0.796" 1.163"
0.062" 0.080" 0.062"
0.264" 0.075" 0.233" J V•062"
OO SCREW COVER 11 SILL zs P-HOOK 26 DAPOKOR MOUNTING 29 COHO RK SCREW 0.080� 3o P-HOOK FOR BOX RISER
TRACK (6063-T6 AL) (6063-T6 AL)
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
.1551, 2.30"
0.080" 1
0.830"
IFS-1.974"
2.44"
31 135- CORNER
(6063-T6 AL)
1.488"
.080" 1.870"
sz 135' FIXED MOUNT
(6063-T6 AL)
67 STANDARD ASTRAGAL
(6C63-T6 AL)
1.003"
0.757"
0.050"
105 FIXED
PANEL CLIP
(6063-T6 AL)
550" :bN
s"
0.0
FIXED PANEL
106 RETAINER, 9/16"
(6063-T6 AL)
4"
0.062"
1.600
Imo- 3.125"
60 STANDARD STILE
(6063-T6 AL)
4"
0.133" 1.600
3.125"
6t HEAVY DUTY STILE
(6063-T6 AL)
1.739" -j_
a0.062"' f
1.888"
sz
INTERLOCK
ADAPTER
(6063-T6 AL)
4.125"
•--�•1 1.050" 1.050" � 1.050"
1.645" 0.062" 1.304" H.045'"
2" 485"
F» 3.25' 045" �� - 045"
-+I 1.303"
0.325"
0.062"
BINTERLOCK
65 SCREW COVER
(6063-T6 AL)
0.281" -I 1-
HEAVY 7/16" GLAZING 9/16" GLAZING PRODUCT REVISED
60 HEAVY DUTY ASTRAGAL s9 TOP160TTOM RAIL 79 BEAD (I.G.) s� BEAD. FIXED 81 BEAD
(6063-T6 AL) (6063-T6 AL) as complying with the Florida
6063-T6 AL) PANEL CLIP 6063 T. AL
1.03"
L0.080�
0.709" 2.893"
1!
E0.0 80"
10.863
FIXED PANEL
123 RETAINER, 7/8" 2 826„
(6063-T6 AL)
118 90' CORNER RECEIVER
S
(6063-T6 AL)
( ( - ) Building Code
(6063-T6 AL) NOA-No. 20-0429.09
Expiration Date: 02/17/2025
1� 4. 5.621" - Miami -Dade Product Control
11s 90- OUTSIDE CORNER ASTRAGAL
(6063-T6 AL)
0.133"
.498"
4"
120 90' INSIDE CORNER ASTRAGAL
(6063-T6 AL)
1070 rECHNaocrowvE -I-
M VENICE, FL 34275 EXTRUSIONS
REGIS1)460-1600
TRAONXIM SERIES 770 ALUM. SGD - LM IMPACT
0312620 D NO CHANGES THIS SHEET, - lsae I sine I nm.mee
SGD-770 I NTS 122 d 22jPOT0130
tiV LYNN7,1���%
_ No. 587U5
V 'TAT
SS/ZONAL
A.rL INIV MILLW P.E.
KEA 50705