HomeMy WebLinkAboutProduct Approval (4)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 Door w / 90'& 135° corners — L.M.I.
APPROVAL DOCUMENT: 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., 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
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/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 revises NOA# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
Page 1
MIAMI-�E
$
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidadexov/economv
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90'& 135° corners — L.M.I.
APPROVAL DOCUMENT: 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., 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
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/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 revises NOA# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. 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.
2. 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)
3. 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)
v Jorge M.Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (CONTINUED)
4. 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 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)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
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. 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. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
/J /
Jorge1 Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (CONTINUED)
3. 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.
(Submitted under previous NOA No. 14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
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. approved
on 10/29/15 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-3
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300.
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.
6) REFERENCES: ELCO ULTRACON, 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.
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 A
ANV,MVR NV ICO
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT
TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TABLE B, SEE DETAILS ON SHEETS 4 & 5
Glass Description (Listed from Exterior to Interior)
Type
G3'7/1V Laminated: (2) Lites of 3116" HS Glass with .090" PVB Intedayer
G3A 9/15" Laminated: (2) Lites of 1/4" HS Glass with .090" PVB Intedayer
G4 7116" Laminated: (2) Lites of 3/16" HS Glass with .090" SG Intedayer
G4A 9116" Laminated: (2) Lites of 1/4" HIS Glass with .090" SG Intedayer
GS 1" Laminated I.G.: 3/16" T Extedor Cap + 318" Air Space + 7/16" Laminated; (2) Lites of 3116" HS Glass wlth .090" PVB Intedayer
G5A V Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" PVB Intedayer
G6 1" Laminated I.G.: 3/16" T Extedor Cap + 3/8" Air Space + VIV Laminated, (2) Lites of 3/16" HS Glass with .090" SG Intedayer
G6A V Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Lites of 3/16" HS Glass with .090" SG Intedayer
G7 7/16" Laminated: (2) Lites of 3/16" ANN Glass with .090" SG Intedayer
G7A 9/16" Laminated: (2) Lites of 1/4" ANN Glass with .090" SG Intedayer
G8 1" Laminated I.G.: 3/16" TExterior Cap + 318" Airspace + 7116" Laminated; (2) Lites of 3/16" ANN Glass with .090" SG Intedayer
G8A 1" Laminated I.G.: 1/4" T Extedor Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of 3116" ANN Glass with .090" SG Intedayer
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GENERAL NOTES .............
1
Frame
Min, Edge
Min.
Group AnchorI
Substrate
Member I
Distance
I Embedment
Concrete (min- 2.85ksi)
Head/SilllJamb
1"
1-3/8"
1 1/4" Elco Ultracon Ungrouted CMU, (ASTM 690)
Jamb only
2-112"
1-1/4'
Grouted CMU (ASTM 690, min. 2 ksi grout)
Jamb only
2-1/2"
1-3/4"
Concrete (min. 3.35 ksi)
Head/Sill/Jamb
1"
13/4"
1/4" Elco 410 S.S.
2 Ungrouted CMU, (ASTM C-90)
Jamb only
21/2"
1-114"
Crete Flex
P.T. Southern Pine (SG=0.55)
Head/Sill/Jamb
V
1.395"
Concrete (min. 2.85 ksi)
Head/Sill
1"
13/8"
1/4" Elco URracon
Ungrouted CMU (ASTM 690)
Jamb only
1"
1-1/4"
P.T. Southern Pine (SG=0.55)
Head/Sill/Jamb
9/16"
13/8"
#12, 16-6 or410 Aluminum, 6063-T5*
Head/Sill/Jamb
3/8"
0.063"
S.S. SMS, Steel, A36*
Head/Sill/Jamb
318"
0.050"
3 (min. 11 threads/ln) Steel Stud, A663 Gr. 33*
Head/Sill/Jamb
3/8"
0.0451"
Concrete (min. 3.275 ksi)
Head/Sill/Jamb
1-112"
13/8"
114" Elco 18-8 S.S. Ungrouted CMU, (ASTM 690)
Jamb only
2"
( 1-114"
Aggre-Gator Grouted CMU (ASTM 690, min. 2 ksi grout)
Jamb only
2"
1 2"
P.T. Southern Pine (SG=0.55)
Head/SiHlJamb
1"
1 1318"
P.T. Southern Pine (SG=0.55)
Head/SiHlJamb
9116"
13/8"
#12, Steel SMS G5, I Aluminum, 6063-T5'
Head/Sill/Jamb I
3/8"
1 0.063" I
4
(min. 11 threads/in) Steel, A36*
Head/Sill/Jamb)
3/8"
1 0.050"
Steel Stud, A653 Gr. 33*
Head/Sill/Jamb 1
318"
I 0.0451"
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
**P -HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE,
REFER
TO SHEET
14 FOR
Al I RPFnIFIR P_I-InnK PFOI IIRFMFNTR
ANV,MVR NV ICO
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT
TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TABLE B, SEE DETAILS ON SHEETS 4 & 5
Glass Description (Listed from Exterior to Interior)
Type
G3'7/1V Laminated: (2) Lites of 3116" HS Glass with .090" PVB Intedayer
G3A 9/15" Laminated: (2) Lites of 1/4" HS Glass with .090" PVB Intedayer
G4 7116" Laminated: (2) Lites of 3/16" HS Glass with .090" SG Intedayer
G4A 9116" Laminated: (2) Lites of 1/4" HIS Glass with .090" SG Intedayer
GS 1" Laminated I.G.: 3/16" T Extedor Cap + 318" Air Space + 7/16" Laminated; (2) Lites of 3116" HS Glass wlth .090" PVB Intedayer
G5A V Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" PVB Intedayer
G6 1" Laminated I.G.: 3/16" T Extedor Cap + 3/8" Air Space + VIV Laminated, (2) Lites of 3/16" HS Glass with .090" SG Intedayer
G6A V Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Lites of 3/16" HS Glass with .090" SG Intedayer
G7 7/16" Laminated: (2) Lites of 3/16" ANN Glass with .090" SG Intedayer
G7A 9/16" Laminated: (2) Lites of 1/4" ANN Glass with .090" SG Intedayer
G8 1" Laminated I.G.: 3/16" TExterior Cap + 318" Airspace + 7116" Laminated; (2) Lites of 3/16" ANN Glass with .090" SG Intedayer
G8A 1" Laminated I.G.: 1/4" T Extedor Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of 3116" ANN Glass with .090" SG Intedayer
Reebey Dale: Revbiwv:
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R W. Deb: RaNeione:
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GENERAL NOTES .............
1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .......... - .... .
- 6-14
DESIGN PRESSURES .......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................15,16
PANEL/ SILL TYPES.........
17
CROSS SECTIONS ....... .....
18,19
PARTS LIST .......................
20
EXTRUSIONS, ...................
21,22
DESIGN PRESSURE RATING IIMPACT RATING
SEE TABLES 1, 2 & 30N RATED FOR LARGE & SMALL
SHEETS 6, 7 & 8 1 MISSILE IMPACT RESISTANCE 1
STANDARDS USED:
*2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
*ASTM E1300-09
*ANSI(AF&PA NDS -2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM -2010
*AISI-S100-07/S2-2010
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" BUTACITEO PVB BY KURARAY AMERICA, INC.
"SG" =.090" SENTRYGLASP BY KURARAY AMERICA, INC
1070 TEGHNOLOGYDRIVE [Fru(GENERAL NOTES AND MAP
N. VENICE, FL 34275 mw
(941}460.1600 ( SERIES 770 ALUM. SGD - LM IMPACT
Isvbvmarol: larva: Isn lorw*oxa. IRer
CERT. OFAUTH.#29296 \�-JmJ I SGD-770 I NTS 11 122 I PGTO130 I B
PRODUCT REVISED
as complying with the Florida
Building Code
_ NOA-No. 16-0629.06
Expiration Date 02/17/2020
BY f --
Miami -D3 Product Control
I 14
L'J
A.4tyN'Wjk FSR, P E.
P. .# 58705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX. UNIT WIDTH f 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 pXXXXp. pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
w Ac PER TABLES 1-3 12 13 CAN BE OXXXp.
PER TABLES 1-3 12 13
—� .r j tJ r f i 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
1 Gc
#14WC4
2 a
MAX. UNIT o a o 13 19 i o 03 FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
z 0-- MAX. UNIT /)HEIGHT a HEIGHT is / I' a
PER TABLES 1-3 i Y h= PER TABLES 1-3 / j i Y "X" =OPERABLE PANEL,
°` "0'= INOPERABLE PANEL, p
POCKET POCKET p POCKET
DETAIL LETTER
',F --x w - WOOD OR METAL INSTALLATION
W-c
1-PANELI2-PANEL"c"=CONCRETE INSTALLATION
CONFIGURATIONS 1 13 CONFIGURATIONS 1z 13 �—SHEETNUMBER
MAX. UNIT WIDTH
MAX. UNIT WIDTH DLO WIDTH =NOM. PANEL WIDTH - 7"
NOM. PANEL WIDTH Aw Ac w c NOM. PANEL WIDTH Aw Ac w c Cw cc DLO HEIGHT= DOOR UNIT HEIGHT- 10.125"
PER TABLES TH - i 12 13 i2 i3 I ' 12 13 iz 13 12 13 PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866"
PER TABLES 1-3
1
It
Jw JcG19 19 Jw Jc � 19 19 19 10- 14tw 13c 19 19 j14' 14 ion MAX. UNIT 19 l 19 l 19 14 14lMAX. UNIT 12 13 11 14 14 a 0-'m HEIGHT 11 li ? aHEIGHT 19 19 i w w PER 19 19 19 h
PER TABLES 1-3 ti
TABLES 1-3 ow
4 a q 4
POCKET vWi / / / / POCKS(
1
&a*
4-PANEL CONFIGURATION
3-PANEL CONFIGURATIONS l1w. c w Ec w Pc
13 1 13 12 13
MAX. UNIT WIDTH - MAX. UNIT WIDTH
Aw Ac 13 Cc
NOM. PANEL WIDTH -w Ac PRODUCT REVISED
NOM. PANEL WIDTH _ 1 13 as complying with the Florida
PER TABLES 1-3 � 12 73 12 13 12 13 PER TABLES 1-3 �--� w Be Building Code
�,_ 1 13 NOA-No. 16-0629.06
It
JwJcI 1w 13 Expirationn Date
1919 19 19 14 14 Q 19w KC w W MAX. UNIT 19 ESEE MIam(-6ad'c� Product Control
By
79 19 19 1914 14 / _MAX. UNIT / a HEIGHT / 01 v NOTEHEIGHT 19 19 19 19 / F "t PER 1g 2, THIS
PER TABLES 1-3
o
/ / r TABLES 1-3 1e SHEET.
POCKET
EXTERIOR 1w 13
5-PANEL CONFIGURATIONS 73
w c w. c„ w_ 3c w Fc
ii 13 1z 13 7z i3 CORNER, TYP. 1 13
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR) k 6
Revad By Dam: Remw.: I
RevaC9y gym, aehabna, 11070 TECHNOLOGVDRIVE EXAMPLE CONFIGURATIONS
N VENICE, FL 34275 rnR:
Revad Rl' ➢am ReNsbns.'
1(941)-480-1600 I SERIES 770 ALUM. SGD - LM IMPACT
sa"�u 8ma s t omn mrrn Re.' A. LYNN MILLER, RE
orewa Ry nem• rnaame By oBm: I CERT. OFAUTH.#29296 R2T ( SGD-770 NTS I 2 "r 22 PGT0130 B
JR 10/10/14 P.E.#58705
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3 -
1 1 3
1
1 13
MAX. UNIT 1 13
HEIGHT, 1 13
96" OR 120"
NOM. PANEL WIDTH
PER TABLES 1-3
IIGw Gc
1 13
w c
MAX. UNIT 1 13
HEIGHT iz 13
PER TABLES 1-3
NOM. PANEL WIDTH
PER TABLES 1-3
12 Gc
12 13
MAX. UNIT 12 1
HEkGHT iz 13
PER TABLES 1-3
1
RarsQBy. Oed: Rev4mas:
Revs48y, Debs: RaNsbns:
ReMST Dad: Revfslons
D.. By Dad: Chaotatl By Ded:
JR 10/10/14
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
Aw Ac w c cw cc
12 13 193 12 13
Jw Jc t
19
2
19
1s
19 19 19 r 14 14
19 19 19 / 11 14 14
logo
19 19 19 1�¢q
W"Uw
4
POCKET
6 -PANEL CONFIGURATIONS
MAX. UNIT WIDTH
a I
w c w Ec w Fc
'I 1$ 'I 13 12 13
Aw Ac w Bc Cw Cc
1 13 12 13 12 13
1 1
19 19 19 19 19
19 19 19 19 19
19 19 19 9 19
7 -PANEL CONFIGURATIONS
MAX. UNIT WIDTH
19 39 f19
19 19
19
19 1 19 1 1 19 1 19 1
8 -PANEL CONFIGURATIONS
19 r
11
Jw Jc
14 14
Q
11 a o —
19
14 14
°ao
19
I�¢�
q`W
a
POCKET
IW'x
w
a 4
POCKET
vwi
w_
12
c w Ec
13 12 13
w Fc
12 13
A%w Ac w c Cw Cc
112 13J 12 13 12 13
J J I
19 f
19 l 19
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "JW', "Jc", "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
X'= OPERABLE PANEL,
"O" = INOPERABLE PANEL,
"p" = POCKET
DETAIL LETTER
/Sx y✓' = WOOD OR METAL INSTALLATION
'V'= 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 14 14
w Kc
Q
I�>
11
14 14CL
logo
IW�'x
q`W
a
POCKET
uWi
w c w Ec w Fc
'12 13 '12 13 12 13
D..[F "n;
f070 TECHNOLOGYDRIVE EXAMPLE CONFIGURATIONS
N. VENICE, FL 34275 iaw
1(94¢460-1600 SERIES 770 ALUM. SGD - LM IMPACT
7 5"neelio!N: B��a; Sh"et D9 'Nn Aer
CERT. OFAUTH. #29296 O SGP -770 I NTS 13 a 22 PGT0130 B
PRODUCT REVISED
as complying with the Florida
Building Code
_NOA-No. 16-0629.06
Expiration Date 02/17/2020
By
Miam' D roduct Control
A. LYNN MILLER, P.E.
P.E.# 58705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7/16" NOM. - -
3/16" HS GLASS
.090" PVBS
3/16" HS GLASS 7'
82
EXTERIOR O 3/4" NOM.
GLASS
BITE
8 - �i
0
7/16" LAMINATED GLASS, TYPE G3
9/16" NOM.
1/4" HS GLASS -
.090" PVB--\S
1/4" HS GLASS 7a
82 L
F
3!4" NOM.
EXTERIOR IGLASS
S BITE
--/"
�i7 hh f
81 (r
/
9/16" LAMINATED GLASS, TYPE G3A
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB"=.090" BUTACITE PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGL&BY KURARAY AMERICA, INC.
Rero BS Dab: Rerbbna:
JR 05/05/2016 B ADDED SPACERS-
R..dBy. Deb: RemN
R.y By. Dab: Rey My
Drawn By Da N: ChecPetl By D.W f
JR 10110114 1
7/16" NOM. — -
3116" HS GLASS
.090" SG \
3/16" HS GLASS
1
82
EXTERIOR
a
80
— 74
3/4" NOM.
GLASS
BITE
1 54
7/16" LAMINATED GLASS, TYPE G4
9/16" NOM.
1/4" HS GLASS—.
.090" SG--\
\
1/4" HS GLASS--\ 74
t\
82 y
i
EXTERIOR l 3/4" NOM.
a GLASS
BITE
fit
9/16" LAMINATED GLASS, TYPE G4A
1" NOM. x
3/16" HS GLASS
.090" PVB
3/16" HS GLASS
3/6" AIR SPACE ---\ /NOM
3/16" T GLA3/4.
\ / GLASS
/x\ - BITE
EXTERIOR
79
55
1" LAMINATED I.G. GLASS, TYPE G5
— 1" NOM. —
3/16" HS GLASS
.090" PVB
3/16" HS GLASS
5/16" AIR SPACE\� 7a
1/4" T GLASSY \ \ \
83
1za-127 3/4" NOM.
GLASS
BITE
EXTERIOR
79 r�
1 55
1" LAMINATED I.G. GLASS, TYPE G5A
it..ra,—OGYDRNEGLAZING DETAILS
342
N. VENICE, FL 75 *aN
(941}460-1600 SERIES 770 ALUM. SGD - LM IMPACT
Bm'�pae�. ; 9MeC WewIM No. Rer.
CERT. OFAUTH.#2920 juTvD-770 I 9rycNTS 14 a22 I PGT0130 B
PRODUCT REVISED
as complying with the Florida
Building Code
_ NOA-No. 16.0629.06
Expiration Date 02/17/2020
By
Miami a Product Control
GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A)
3116" HS GLASS—
.090" SG -
3/16" HS GLASS
3/8" AIR SPACE
3/16" T GLASS
24-1
EXTERIOR
a
1" NOM. —
74
3/4" NOM.
GLASS
>x BITE
r�"TT/i
79 4�
1" LAMINATED I.G. GLASS, TYPE G6
-- 1" NOM.
3116" HS GLASS
.090" SG
3116" HS GLASS
5/16" AIR SPACE
1/4" T GLASS \ \_
83� \ ®1•
24-12"
EXTERIOR
a
— 74
314" NOM.
\ / GLASS
BITE
55
1" LAMINATED I.G. GLASS, TYPE G6A
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" =.090" BUTACITE PVE?BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLAS"BY KURARAY AMERICA, INC.
R.re BY
Date:
Revuiaaa;
JR
05105/2016
B
ADDED SPACERS,
ReM By.
D.W.
Ravrtraax'
R.v By.
(Date:
Rewalans'
D raweeV .
flDela:
ClreckeEB.
Dem:
JR
110 /10/14
7/16" NOM.
3/16" ANN GLASS
09d" SG ---\X
3/16" ANN GLASS 74
82
EXTERIOR 1 3G NOM.
I GLASS
BITE
V//1
so ��
7116" LAMINATED GLASS, TYPE G7
1/4" ANN GLASS
.090" SG \
1/4"ANN GLASS 74
e
82
— I O 3/4" NOM.
EXTERIOR - GLASS
G`7 BITE
81
f /
9116" LAMINATED GLASS, TYPE G7A
— 1" NOM.
3/16" ANN GLASS
.090" SG
3116" ANN GLASS
3/8" AIR SPACE 74
3/16" T GLASS \ _
NOM
124-127 3/4" .
GLASS
EXTERIOR i BITE
79
55
1" LAMINATED I.G. GLASS, TYPE G8
f 1" NOM.
3/16" ANN GLASS
.090" SG
3/16" ANN GLASS
5/16" AIR SPACE
1/4" T GLASS \
83 i t
124-127 \—/ GLASS
BITE
EXTERIOR
79 ��55
1" LAMINATED I.G. GLASS, TYPE G8A
DeeorO-
X70TECHNOLOGYDRVE GLAZING DETAILS
N. VENICE, FL 34275 rma:
1(941}430-1600 SERIES 770 ALUM. SGD - LM IMPACT
Senn p sm�.: Sneee Ore ,ft Rei'
CERT.OFAUTH.a29296 ® SCD -no I NTS I 5 al 22 I PGT0130 B
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16.0629.06
Expiration Date 00,2117/2020
By_--
NliamP-D;ude Product Control
A LYNN MILLER, P.E.
RE # 58705
Ir_3:31110i
Design Pressure (DP) and Anchor Quantities Required, (for all approved
configurations on Sheets 2 & 3)
For comer astragal anchorage on 90° or 135° corner units, see sheet 11
Table applies to Glass Door Unit Height
Types 3, 3A, 5, 5A, 7, 7A, P 80" 64"
69-7l8" DLO 73-718" DLO
& 8A and the Stile / Astragal
PRODUCT REVISED
Anchor Group
Max. (+) DP
(Water Infiltration Rating)
Anchor Group
Lockstile @
79-7/8"
DLO
types shown below.
1
2
3 1
4
1
2
3
4
1
3
1 4
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
17"I
24"
Jamb
8
8
8
8
8
8
8
8
8
7+8
DLO
P -hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
6
8
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1 1
30" 23
Jamb
8
8
8
8
8
8
8
8
8
n
DLO
P -hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
C4+1
I C4+1
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
d
29„C
36
Jamb
8
8
8 1
8
8
8
8
8
8
Q_
DLO
P -hook
6+7
6+7
6+7 16+7
8 1
7+8
7+8
7+8
7+8
7+8
m
7+8 1
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
42
Jamb
8
8
8
8
8
8
8
8
8
z
DLO
P -hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+2
C4+2
C4+2 I
C4+2
04+2
C4+2
C4+2
C4+2
C4+2
41”
48" I
Jamb
8
8
8 1
8
8
8
8
8
8
DLO
1
P -hook
6+7
6+7
6+7 1
6+7
7+8
7+8
7+8
7+8
7+6
FOR EXAMPLE ON USING TABLE, SEE SHEET 7
Maximum DP for all sizes: +601-60
(May be limited by Table 1A)
90"
PRODUCT REVISED
CSill Height to
Max. (+) DP
(Water Infiltration Rating)
96"
Lockstile @
79-7/8"
DLO
Sheet 17)
Pressure, psi
85-7/8" DLO
see note 3
Anchor Group
+46.67
I Medium - 3-1/4"
Anchor Group
High - 4"
1 2
3
1 4
1(
2
3{
4
I C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
1 8
8
8
8
8
8
8
1 7+8
7+8
7+8
7+8
7+8
7+8
7+8
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1 {
j 8
8
6
8
8
8
8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
C4+1 1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
8 1
8 1
8
8
1 8
8
8
1 7+8 1
7+8 1
7+8
7+8
1 7+8
7+8 1
7+8
1 C4+1
C4+1 1
C4+1
C4+1
I C4+1
C4+1 I
C4+1
18
8
1 8
8{
8
8 1
8 J
1 7+8
7+8
1 7+8
7+8
1 7+8
7+8 1
7+8
C4+2
C4+2
I C4+2
C4+2
C4+2
C4+2
C4+2
1 8
8
1 8
8
I 8
8 1
8
1 7+8
7+8 1
7+8
7+8
1 7+8
7+8 1
7+8
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" 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.
Interlock
Standard Stiles
Part #60 (x2)
RemE Br Oeb: Reiebna:
RGMSY: O x' ReHakuie;
R Sr MW. ReNalw,s:
P -hook
Standard Stile
Part #60
pawner oam: cnadlmer oam:
JR 10110114
Lockstile @ Jamb
Standard Stile
E=34
Part #60
Straight Astragal
Assembly
Standard Stile
Standard Astragal
w
Part 460 (Stile)
Part #67 (Astragal)
Lockstile @
Straight Astragal
Standard Stile
. EN
Part #60
1 90" Astragal
Assembly
Heavy-duty Stile
Outside Corner. ,
Inside Cororrte
Part #61(Stile)
Part #118 (Corner
Receiver)
Lockstile @
90" Astragal
Heavy-duty Stile
Outside
Cornar
Inside
Corner
Part #119 (Out.)
Part #120 (In.)
TABLE 1A:
PRODUCT REVISED
CSill Height to
Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
Lockstile @
(Flat or Box, see
(+)Design
Sheet 17)
Pressure, psi
Flush - 1-1/2"
see note 3
I Low - 2-1/7
+46.67
I Medium - 3-1/4"
+60.0
High - 4"
+60.0
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT -1.866"
135' Astragal
Assembly
Heavy-duty Stile
Inside
Corner
Outside
Corner
Part #61 (Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
OH LENGTH (�-
2
0
w O OH RATIO_ 1
2
O
OH RATIO = OH LENGTH
OH HEIGHT
Part #61
:770 TECHNOLOGY DRIVEDP AND ANCHORAGE
N. VENICE, FL 34275 rme:
]/e IM80-two SERIES 770 ALUM. SGD - LM IMPACT
jUTSblaalxW; era's: Sleet Dmirp N4 Wr.
lCERT.OFAUTH.#28295 I SGD-770 NTS 16 a 22 ( PGi0130 I B
A. LYNN MILLER, P.E.
P.E.# 58705
PRODUCT REVISED
as complying with the Florida
Building Code
Lockstile @
_NOA-No. 16-0629.06
135° Astragal
Expiration Date 02/17/2020
Heavy-duty Stile
�
BY "
Miami -D Product Control
Part #61
:770 TECHNOLOGY DRIVEDP AND ANCHORAGE
N. VENICE, FL 34275 rme:
]/e IM80-two SERIES 770 ALUM. SGD - LM IMPACT
jUTSblaalxW; era's: Sleet Dmirp N4 Wr.
lCERT.OFAUTH.#28295 I SGD-770 NTS 16 a 22 ( PGi0130 I B
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 2
Design Pressure (DP) and Anchor Quantifies Required, (for all approved configurations on Sheets 2 & 3) I Maximum DP for all sizes: +60/-60
For comer astragal anchorage on 90" or 135° comer units, see sheet 11 (May be limited by Table 2A)
Door Urit Height '
Table applies to Glass Types 601, 90" I 96" 102" 198" 114" 120" l
4, 4A, 6, 6A, 7, 7A, 8 & BA 69-718" DLO 73-7(8" DLO 79-7/8" DLO 85-7/8" DLO 91.718" DLO 97-7/8" DLO 103-7/8" DLO 10944' DLO I
and the Stile /Astragal types Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 1
shown below. 1 1 2 3 4 1 1 2 3 4 1 2 3 1 4 1 1 2 3 4 1 2 1 3' 4 1 2 1 3 4 1 2 3 4 1 1 1 2 3 1 4 1
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 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 54+1 C4+t C4+1 CA+i/C4+1 C4+1 C4+11C4+11
24 DLO Jamb 8 8 8 8 8 8 8 8 6 8 B 4 B 8 8 8 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 10
P -hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 f 7+8 T+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+1019+10
23" Head(Sill C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 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+11 C4+1
30"DLO I Jamb 8 B 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 iD 10 10 I- 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 6+9 8+9 8+9 8+9 1 6+9 8+9 9+10 9+10 9+1D 9+10 9+10 9+1019+10 9+101
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+1IC4+1 C4+1 C4+1 C4+11 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+11C4+104+11
E 36 29" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 5 8 8 8 10 10 1 10 10 10 10 1 10 10 t0 10 10 10 10 10 1 10 10 1
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+1019+10
c 35" I Head/Sill C4+1 04+1 C4+1 04+1 C4+11C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+11C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1105+1
M 42 DLO Jamb 8 8 8 8 8 8 8 8 8 6 8 8 8 1 8 1 8 8 10 10 10 10 10 19 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 1 7+8 1 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+1019+10
41 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+21 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 C4+21C4+21 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C5+2 C5+2 C4+2 C5+2 C5+2 05+2+C5+2 C5+2 C5+2105+2I
Z 48 DLO Jamb 8 8 8 8 8 6 8 8 B 8 8 8 8 8 1 8 8 10 10 10 10 10 10 1 10 10 10 10 10 10 I 10 10 10 1 10 I
I P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8J 7+8 7+81 7+8 7+8 8+9 8+9 1 8+9 8+9 8+9 8+9 1 6+9 8+9 9+10 9+10 9+10 9+1019+10 9+1019+1019+101
47" 1 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2. C4+2 C4+2 C4+2 C4+2 C4+2JJ04+2 C4+2
54" DLO Jamb 8 8 8 8 8 6 8 8 8 1 8 8 8 8 B J B 8
53" IP41ook 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 Not available in these sizes
Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2+2 C5+2
60" DLO Jamb B 8 8 8 8 8 8 8 8 8 8 B 8 1 8 8 B
1 P -hook 6+7 1 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 1 7+8 +,V 7+8
NOTES: O = EXAMPLE ON SHEET 9 DLO WIDTH =
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, TABLE 2A: NOM. PANEL WIDTH - 7°
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max. (+) DIP DLO HEIGHT =
(NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH �—
3 4",3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" F DOOR UNIT HEIGHT- 10.125"
Sill Riser Height =
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, MAX. (+) Design see PANEL HEIGHT =
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flat or Box, Pressure, psf = O OH RATIO ? 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS ( Sheet 17) = po DOOR UNIT HEIGHT -1.866"
Flush -
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. i Low- 2--1/2U2"" +4667
see note 3 O
..
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium - 3-1l4" + 600
.0
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE High 4" + 60.0 OH LENGTH
INSTALLED. SEE NOTES 1-3 OH RATIO = OH HEIGHT PROUCREV h
Floridaas Pcomplying the
Building Code
THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FORASSEMBLY DETAILS. NOA-No. 16.0629.06
Interlock P -hook ocks#ile @Jamb Straight Astragal k Lockstile @ 90" Astragal Lockstile @ I 135" Astragal ( Lockstile @ Expiration Date 02/17/2020
Assembly 4 Straight Astragal Assembly 90°Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 1 Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile I By
Inside Miami- a roduct Control
Standard Astragal outside Corner, , outside Corner
Corner
Inside�—�-q-�
Insideide Cor Corner u Outside -
_' I Corner -
Part #61 (Stile) Part#61(Stile) Part #119 (Out.) Part #61 (Stile) --
Part #61 (x2) Part #61 Part #61 Part #67 (Astragal) Part #61 Part #118 (Corner part #120 (In.} Parts #31 & #32 ( Part #61
Receiver) (Corr. & Fxd Mount)
oared ar o.m: aevrrkw: °eva8"""' - -
Favoruy Nor. ReNeiaw: ' 070 TECHNOLOGY DRIVE DPANDANCHORAGE
IN. VENICE, FL 34275:
�By. �,; �, ,�, I�„ 1 SERIES 770 ALUM. SGD - LM IMPACT
s.wxamc sn..e o—ftN R" A. LYNN MILLER, P.E.
Owmar. Dam: Chetlmtley. oero:Isew: I m 22 I PGT0
1
30 I B P.E.#58705
I
JR 10110114 1 CERT.OFAUTH.#282H6 ye, sGD-770 NTS 7
TABLE 3:
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) I Maximum DP shown below
For comer astragal anchorage on 90' or 135' corner units, see sheet 11 (May be limited by Table 3A)
Door Unit Height
Table applies to Glass Types 4, 4A, 80" 84" 90" 1 96" 102" 108"
6, 6A, 7, 7A, 8 & SA and the Stile / 69-7/8" DLO 73-718" DLO 79-718" DLO 85-7/8" DLO 91-716" DLO 97-7/8" DLO
Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
1 1 2 1 3 1 4 1 1 1 2 1 3 1 4 1 1 2 1 3 4 ,.1 1 2 1 3 1 4 1 1 2 1 3 1 4 1 1 1 2 5.0 3 1 4
1 Design Pressure +/-90.0 psf i +1-82,5 psf +/-7 p f
Head/Sil
24" DLO 1 P -hold 687 6+7 f 6+7 6+7 788 78+8 788 788 17+8 7+8 i 10 1
78 88+8 78+8 17+8 78+8 788 78+8 8 91 8+9 f 8+0 to91 8+91 S+9I 8+91 8+91I 8+9.
Design Pressure 1 +/-90,0 psf +/-82.5 psf +/-75.0 psf
I C4+1
C4+1 I C4+11
C4+1 I
s 30 DLO I HPJamb -hook) 6871 6+7 l 687 16++7 I 88 88 788 1788 1 7+8 1 7+8 1 7+8 7881 i 7+8 1788 788 i 88 8 91 8+4 8 91 8+9 8+9 8+91 8+9, 10 1 10 10 10 10 10 10 8+91
S Design Pressure +1-95.Opsf _ +/A2.5 psf +/-75.0 psf
=29" Head/Sifi C4+1IC4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2I I C4+1I C5+2I C5+2I C4+1 C4+11 C5+2 C5+2 C4+1 C4+1105+1 C5+1 C4+1IC4+1IC5+105+1
36IL DLO 1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1 10 8 10 10 10 10 10 10 10 10
c P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+87+87+87+87+8 8+9 1 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
E ( Design Pressure +1-90.0 psf +/-82.5 psf +/-75.0 psf
z 42„ 35" Head/Sill 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 C6+2 C5+2 C5+2 C5+2 05+2 C5+2105+2 C5+2 C5+2 C5+2 C5+2
DLO Jamb P ho k 687 788 1788 ( 788 1788 788 788 788 i 788 1889 18 9 8 10 89 889 ( 889 8 9 1 8 10 8 10 10 10 1 10 10 10 10 10
9 89 8+9 �_8+9 1 8+9 8+9 8+9 -89 8+9
Design Pressure +/-90.0 psf See Note A below. +/-82.5 psf I +/-75.0 psf
41
05+2
+21
48" DLO HPJamb --hold 687 7+8 7+8 788 1788 8+9 8+92( 889 1 B89 889 18+92 889 889 9+10 9+00 910 8+92 9+100 9+100 9+040 8+92) 9+110 00 9+Q0 19010
FO 2 EX, MPLE ON USING TABLE, SEE SHEET 7. NOTE A: +/-90.0 PSF F03 GLASS TYPES 4,4A, 6, 6A, 7A, 8 & 8A; +/-87.1 FOR GLASS TYPE 7
NOTES:
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.
THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 3, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
Interlock P -hook Lockstile @Jamb I 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-duty5tile Heavy-duty! tile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile
(Heavy-duty Astragal Outside Corner Outside Inside
Corner
Corner
.77W OTMV
Inside
Corner Outside
inside Corner Corner
Part #61 (Stile) Part #61 (Stile) Part #119 (Out.) Part H61 (Stile)
Part #61 (x2) Part 961 Part #61 Part #68 (Astragal) ( Part #51 Part #118 (CornerI Part #120 (In.) Parts #31 & #32 Part #61
Receiver) (Corn. & Fxd Mount)
TABLE 3A:
Hero:
Sill Height to
Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
pressure, psf
Sheet 17)
OCl
Flush - 1-1/2"
see note 3
Low - 2-1/2'
+46.67
Medium - 3-1/4"
+600
1 High -4"
+90.0
SEE NOTES 1-3
Rowdar.
Hero:
R.w ;
(
00
PBtlS°on'
=
OI OH RATIO a 1
1070 TECHNOLOGY DRIVE
OCl
DPAND ANCHORAGE
1
N. VENICE, FL 34275
I
SERIES 770 ALUMT. SGD - LM IMPACT
Rand Or.
aro:
Ra�
1(941}400-1600
s�,mmweee sd.: sneee w.m�muo. Ree
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10/10/14
+- OH LENGTH I -.-
F—
00
+
=
OI OH RATIO a 1
OCl
1
OH RATIO - OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
_ NOA-No. 16.0629.06
Expiration Date 02/17/2020
By
Miami -D roduct l:ontror
57
A. LYNN MILLER, P E.
P.E.# 58705
NO FRAME "7+8" P -HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER
SEE —� JAMB (7) P -HOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
NOTE, " EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK REQUIRES "C6" SHEET 10 FOR INTERLOCK 24" MAX. O.C.
POCKETS CLUSTER,SEE
THIS AN 60" NOM.
SHEET SEE POCKET 8 P -HOOK PANEL WIDTH DETAILS, SHEET 11 x x _
O r-----__ x x x x
JAMB MOUNTING - x` x x x x f x x c x xx x x 6" MAX.
INSTALLATION, ADAPTER '6" MAX. ( x �� x ixxxxx
THIS SHEET ANCHORS MIDWAY 3" MAX.
~n & SHEET 14 BETWEEN P-HOOKIDI 4 PAIRS OF
ANCHORS & AT 3" 0 o j x- FRAME x x ANCHORS
FROM TOP & ® m ANCHORS 9u" (TOTALS
l BOTTOM o 14" 0 UNIT 21" MAX ANCHORS)
MAX. O.C. HEIGHT D.C. PER JAMB
4.051" \ l7 ' 8" MAX. TO OPENING o ®I - 14" MAX. O,C, 0 o= P -HOOK
EDGE OF POCKET SEE w a ANCHORS x x� (SEE JAMB
—'f 1 INSTALLATION ow I®I Z DETAIL)
/,,,✓✓✓���DETAILS'Jc' &'Kc', i > Q ° m o = P -HOOK
BELOW
q END PANEL SHEET 14 &PART w a ®III ;0 MOUNTING 'i, 1
/ ANCHORAGE DETAILS'J'&'K', ���°, 3" MAX. ADAPTER x
24" MAX. / (2 ANCHORS) SHEET 19 FOR ° I I ANCHORS x
6" MAX. lof--` x ,����jj'' -
O.C. / P -HOOK L__________ x x x x x x x x ;xx . x' `� END PANEL
+2' ANCHORS
ANCHORAGE END PANEL "' x, x x x x x x x x„ x x x 6" MAX. ANCHORAGE (SEE
ANCHORAGE '-� x' x x x x x' SKETCH BELOW)
(SEE SKETCH BELOW)
ANCHORAGE ANCHORAGE
• i CENTERLINE $ M +-- ANCHORAGE ANCHORAGE ANCHORAGE
` _ / OF PANEL 1 1 2.04"
24" MAX. / EXAMPLE: 5 -PANEL, 2 TRACK, 90' OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: — —Ar
O.C. / 60" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6„ SPLICE NOTE:
j NON- STRUCTURAL
� ANCHORAGE EXAMPLE NOTES: r
ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE
}� 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: �- EXTERIOR HEAD OR SILL IF A SPLICE
T i
60"I
WIDTH DETAILS, CENTERLINE OF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P -HOOK.
NOM. • % INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX
�- ! ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
FTT
PANEL \-SEE LS, S USTER
SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY26 °° ORL55 f 5.64"
Y,/—"+2" ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT 05NrERLINEOF 6" MAX. PRODUCT REVISED
3.5 REQUIRED AS PER THE FIGURE AT RIGHT: • A f—ENO PaN
` as complying with the Florida
%CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR Building Code
OF PANEL 2 O.C, (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2 -TRACK _NOA-No. 16-0629.06
P -HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB "+2" ANCHORAGE Expiration Date 02/17/2020
/ ANCHOR PAIR
REQUIRES SEE "C5"CLUSTER END PANEL By
/r ^ --
CENTERLINE CENTERLINE
"C6" CLUSTER, SEE OF FOR ASTRAGAL DETAILS, SHEET 10 O(F ANCHORAGE Miami -Da ' Product Control
f I DETAILS, SHEET 11 2 ANCHORS) g^
/ INTERLOCK ASTRAGAL MAX
I/ • � � 4.051"��_ -- 3.5"
iv
s' %I ! / �•,�/ IYJLm'T / /.,/, X�•IL i \ _ I t/ � I_ • / _ •/ � _ a/
CENTERLINE CENTERLINE +2" ANCHORAGE CENTERLINE - a
EXTERIOR] �OFPANEL3 °+2"ANCHORAGE I OFPANELA �OFPANELS
/SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
R°vseRy: Oete: Rerisl°ns: t)esuipNm'
Rewefry: Uere: Revisigra: ,070 TECHNOLOGYDRIVE ANCHORAGE SPACING & EXAMPLE PLANS ,...
N. VENICE, FL 34275 rma
Rsstl ay: Dem Rev®,as: (941}460-1600 I SERIES 770 ALUM. SGD - LM IMPACT
saiesanotlar:
I s�": Sn ";m Na �r A. LYNN MILLER, P.E.
orewn or. Dere: Chime sl oar": I CERT. OFAUTH.#29286 C I SGD-770 NTS" 9 a 22 u"PGT0130 B P.E_#58705
JR 10110114
ASTRAGAL OR 1 6" DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04"
INTERLOCK-IIFNEEDEd INTERLOCK�I CONDITION, USE
INTERLOCK NEEDED 2.04"
CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE I
1.75" 6" DIAG.
-► I 3.5" 7„ 7" EXTERIOR
1.75" . - ( I� I D.C./2111 E7
4" DIAG. ! I T
IAG. I
I EXTERIOR
2.04" [�
_ 2.0/4" % 2.04" —�— 21•,
ri 4„Dim AG® ' T' —X11X3.5"— 5.64” Q
EXTERI DR 'j^ EXTERIOR 7„ EXTERIOR
n �1, �l, � 7 6„ MAX.
v 2 -TRACK FRAME HEADISILL v 2 -TRACK FRAME HEAD/SILL v 2 -TRACK FRAME HEAD/SILL 5.64"
(Zb.. ASTRAGAL OR INTERLOCK (a) ASTRAGAL OR INTERLOCKan ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 2-TRACKFRA.—
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR JAMB6 MAX.
4 -TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6" DIAG. FRAME JAMB
INTERLOCK -]—IF NEEDED INTERLOCK—] CONDITION, USE INTERLOCK ►�! IF NEEDED 2.04" � r- EXTERIOR ANCHOR PAIR
CENTERLINE CENTERLINE I "C6" CLUSTER DETAIL) CENTERLINE 3.5" E:>
3.5" 3.5' 7"
�r { ANCHORS MAY BE INSTALLED
I �� I o 21" �_ EITHER IN THE EXT. OR INT.
x al 2 04" — MAX. TRACK (INT. SHOWN)
4" DIAG. O.C.
4.08" ? 4.08" ? r/t
/ 2.04"
y- PE — I Y � f � -- � � - � l � 5.64" NOTES:
1111 I 4" DIAG. EXTERIOR I 1. ALL DIMENSIONS SHOWN
EXTERIOR 7., EXTERIOR 7 3.5" ARE BASED ON MIN.
1� �L 3.5' L6" MAX.
v 3 -TRACK FRAME HEADISILL 3 -TRACK FRAME HEADISILL v 3 -TRACK FRAME HEAD/SILL ALLOWED.
(a? ASTRAGAL OR INTERLOCK (a) ASTRAGAL OR INTERLOCK (a. ASTRAGAL OR INTERLOCK 2. FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3 -TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR P -HOOK SEE SHEET 9.
(FOR SPLICE FOR SPLICED
INTERLOCK
ASTRAGAL (_._SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDITIONS ONLY:
CK ,i IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK CONDITION, DO NOT
CONDITION, USE USE THIS DETAIL) SPLICE LOCATION
CENTERLINE I CENTERLINE CENTERLINE
C6" CLUSTER DETAIL} NEEDED
�— 1.75"3.5' -�— PRODUCT REVISED
3.5" 3.5 T as complying with the Florida
-� 3.5" I Building Code
_NOA-No. 16-0629.06
c h aaa III « 0
2.04" 4" DIAG. I 2.04" I _4_" DIAG. I 1 2.04° j Expiration Date 02/17/2020
I � B ,
t 2.04" ,� X5.37" DIAG. y } / 4" DIAG. 7 Miami- a roduct Control
1 4.08" r �- a
� - j I -
I 2.04"
4" DIAG j
�- . 3.5"
EXTERIOR EXTERIOR �, TlT_
EXTERIOR 7" - - -
V 4 -TRACK FRAME HEADISILL V 4 -TRACK FRAME HEAD/SILL V 4 -TRACK FRAME HEAD/SILL
(C . ASTRAGAL OR INTERLOCK (a), ASTRAGAL OR INTERLOCK (5ASTRAGAL OR INTERLOCK _
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") WITH & WITHOUT SPLICE CONDITION �p
Rmd By Oa(e. Ra ..' DaaoipN,n: -
Revetl Bf' Dete' Rewaona :070 TECHNOLOGY DRIVE I ANCHORAGE, EXAMPLE CLUSTERS
N. VENICE, FL 34275 M.
R„red By Daly ReNsl,nc 1(941).480-1600 SERIES 770 ALUM. SGD - LM IMPACT -
s .vei"aet s .. meat D w.vw.. B A. LYNN MILLER, P.E.
Orewn By Dere: Checka4 By. Dare: I 1 CERT. OFAUTH.#28296 ® I SGD-770 I NTS I 10 a 22 A PGTO130 B P.E.#58705
JR 10110114 -
2.04" —►1t –�
INTERIOR { ,
I( 4" DIAG.
6.12"
INTERIOR
I 90° 3 "
f f \O EXTERIOR
fI _
3.5" 4„
2.04" --►-I
INTERIOR
6.12'
INTERIOR A
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EXTERIOR I-•— 7 EXTERIOR
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PRODUCT REVISED
as complying with the Florida
Building Code
_ NOA-No. 16-0629.06
Expiration Date 02/17/2020
By
Miami-D�roduct Control
""" A. LYNN MILLER, P.E.
B P E # 58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR 2-1116"
114"
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a
i�r� � �M F MAX.
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EMBEDMENT: T
SEE TABLE A, J
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NOTE 3, SHEET 1 & TABLE A, SHEET 1
62 -TRACK FRAME HEAD
Aw WOOD INSTALLATION
- EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1116"
MAX.
EXTERIOR � SHIM
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR 4 SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
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NOTE 5, SHEET NOTE 5,
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(1/4" MAX.) T}
EXTERIOR EXTERIOR
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EDGE DISTANCE: _
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 —
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EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
TYP., SEE ANCHOR
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SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR °
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- EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
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SEEANCHOR SEE ANCHOR NOTES
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EMBEDMENT: SEE TABLE A, SHEET 1 —
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MIN. OF 3 THREADS BEYOND
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NOTES:
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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.
METAL TYP.,
SEEANCHOR
NOTE 4, SHEET 1
* DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
DETAILS, SHEETS 10 & 11.
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
LEMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
I SEE TABLE A
METAL TYP.,
SEEANCHOR
NOTE 4, SHEET 1
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SEE ANCHOR NOTES
& TABLE A, SHEET 1
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EDGE DISTANCE:
SEE TABLE A, SHEET 1
PRODUCT REVISED
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Building Code
NOA-No. 16-0629.06
Expiration Date 02/17/2020
By _r"- _
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NOTES:
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2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
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SEEANCHOR
NOTE 4, SHEET 1
* DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
DETAILS, SHEETS 10 & 11.
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
LEMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
I SEE TABLE A
METAL TYP.,
SEEANCHOR
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SEE ANCHOR NOTES
& TABLE A, SHEET 1
SHEET 1
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SeIwMOEeL Sub: snaae Oremrpi No Rer
CERT. OFAUTH. #29296 Rye I SGD-770 I NTS I 12 m 22 PGT0130 B
EDGE DISTANCE:
SEE TABLE A, SHEET 1
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0629.06
Expiration Date 02/17/2020
By _r"- _
Miami-D'ade4l"roduct Control
;; ,i,_I
V
P:a yf>705 .:
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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: 1, ALL DIMENSIONS
A, SHEET 1 PER TABLE — PER TABLE- E 1/ SHEET 1 SHOWN ARE BASED
CON CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABL
PER TABLE TABLE A, SHEET 1 ON MIN. ALLOWED.
r 2-1/16" ` A, SHEET 1 �, 2-1/16" * 2-U16"
A, SHEET 1 1/4" DIAGONAL O.C. IS
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MAX.
MIN 4" (HEAD &SILL)
a — _ OR 6" (JAMB) SEE
EMBEDMENT:4 1/4" EXTERIOR L 1/4" EXTERIOR � 1 DETAILS, SHEETS
SEE TABLE A, I— MAX. MAX. j 10 & 11.
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYR, 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
6E 2 -TRACK FRAME HEAD E 3 -TRACK FRAME HEAD E 4 -TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Kcc7 CONCRETE INSTALLATION
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SEE ANCHOR NOTES & WOOD BUCK TYR, SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (114" MAX.) SHEET 1� SHEET 1�
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EXTERIOR
- , EXTERIOR � �� ^: ��� EXTERIOR t � - •' '. o 2-1/16" CONCRETE
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EDGE DISTANCE: �—CONCRETE EDGE DISTANCE: —CONCRETE EDGE DISTANCE: A, SHEET 1
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 E 3 -TRACK FRAME SILL E 4 -TRACK FRAME SILL
c CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 ~
J� I
EMBEDMENT: SEE [
TABLE A, SHEET 1 —� I 1 L EDGE DISTANCE:
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT: SEE 1 CONC./CMU ANCHOR f SEE TABLE A, SHEET 1 PRODUCT REVISED
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n SHEET 1 SEE ANCHOR NOTE 3, Buildinoe
PROPERLY SECURED EDGE DISTANCE: NOTES & TABLE A, SHEET 1 _NOA-No. 16-0629.06
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1X WOOD BUCK TYP., " SEE TABLE A, SHEET 1
2-1/16
SHEET 1 Expiration Date 0 2/1 712 02 0
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JR 10/10114 1 I CERT. OFAUTH. #29296 SGD-770 NTS �3 °f 22 PGT0130 B P.E.# 58705
INSTALLATION DETAILS
EMBEDMENT: SEE
WOOD FRAMING � TABLE A, SHEET 1
EMBEDMENT:
SEE TABLE A,
SHEET 1��
�I
PHOOK WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
FRAMEJAMB
REQUIRED AT ALL2.693" MIN.
INSIDE POCKETS _ n , y EDGE
TO PREVENT DISTANCE
P -HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION jrp�CONC./CMU
SEE ANCHOR NOTES I 0 ' ANCHOR TYP., SEE
& TABLE A, SHEET 1 26 ANCHOR NOTES &
(ALSO SEE TYP. TABLE A, SHEET 1
1 ILLUSTRATION, SHEET 9) 1-1/4" MIN. EDGE DISTANCE
EDGE DISTANCE: SEE
1' • '. -''. '• EXTERIOR
TABLE A, SHEET 1 EMBEDMENT: 2a
1 SEE TABLE A,J P -HOOK MOUNTING
l EXTERIORSHEET 1 ADAPTER CONC./CMU
Ly
ID P -HOOK ANCHOR TYP., SEE
CONCRETE OR ANCHOR NOTES & TABLE
EMBEDMENT: SEE A,SHEETI
(ALSO SEE TYP.) EDGE DISTANCE CMU PER TABLE
2.693"TABLE ASHEET 1(ALSO SEE TYP.
ILLUSTRATION, SHEET 9 MIN. A, SHEET 1 , ILLUSTRATION, SHEET 9)
EDGE
OE P -HOOK FOR USE WITH FLAT SILL RISERS E P -HOOK FOR USE WITH ANY SILL RISER
j� PARTS #18, #20, #22 OR #24, Jc PARTS #18, #20, #22 OR #24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP.,
SEEANCHOR
NOTE 4, SHEET 1;
MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT:
SEE TABLE A,
SHEET1�
C
P -HOOK SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
a
P -HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE
ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1
ANCHOR TYP., SEE
ANCHOR NOTES A, SHEET 1
& TABLE A, SHEET 1 EMBEDMENT:
(ALSO SEE TYP.
ILLUSTRATION, SEE TABLE A,
SHEET 9) SHEET 1 ,
EDGE DISTANCE: SEE
TABLE A, SHEET 1
ILAJ30
EXTERIOR
V
2.693" MIN.
EDGE DISTANCE
E P -HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, #21, #23 OR #25,
METAL INSTALLATION EXTERIOR
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FOR WATER RATINGS) ONLY
P -HOOK MOUNTING
ADAPTER CONC./CMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
A, SHEET 1
(ALSO SEE TYP,
ILLUSTRATION, SHEET 9)
2s
I
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A, SHEET 1���_
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I SERIES 770 ALUM. SGD LM IMPACT
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CERT. OFAUTH. #29296
®
SGD-770 NTS 1�i a 22 PGT0130 B
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. 16-0629.06
Expiration Date 02/17/2020
By
Miami -D roduct Control
'A..LY,NN MILER, P.E.
P.E.# 68705
CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'Aw' &'Ac,
SHEETS t2 & 13
MAX. UNIT
WIDTH
MAX.
DLO,
WIDTH
NOTES:
O
Re
—
1) SEE SHEET 17 FOR INDIVIDUAL
05e 052015
B'
ADDED SPACERS.
RevweY
PANEL CONFIGURATIONS AS
ae.;e/ms:
DESICCANT
ROLL -FORMED
APPLICABLE. SEE DP/ANCHOR
FOAM
anon By:
PANEL
PANEL
TABLES, SHEETS 6-8 FOR MAX.
JR
1011W14
TYPE
TYPE
PANEL HEIGHT AND WIDTH. SEE
A
QS'
SHEETS 18 & 19 FOR SECTION
NOM.
DETAILS AND SHEETS 12-14 FOR
MAX
I
PANEL
INSTALLATION DETAILS.
PANEL ~
WIDTH TYP.
2) (1) LOCK (ITEMS 75 & 107-110)AT
HEIGHT _'
EACH LOCKSTILE, LOCKING INTO
NOTE 2
TABLES 1-3
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL.
3) PLEASE SEE APPLICABLE
X
ASTRAGAL&INTERLOCK
X
COMBINATIONS PER DP/ANCHORS
TABLES.
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13
PANEL CORNER
r)PTAII
#10 X 1-1/2"
PH SMS
PANEL
TYPE PANEL
AS' TYPE
W
b a
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
MAX. UNIT
MAX- HEIGHT
DLO PER
HEIGHT TABLES
1-3
EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX
SILICONE
RS
FRAME CORNER
I PTAII
IPart #I Description Material
124 Kommerling 48G TPS Spacer System
125 Quanex Super Spacer nXr with Hot Melt Butyl See this
Sheet for
126 IQuanex Duraseal Spacer Materials
127 (Cardinal XL Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
BY
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JR
JR
05e 052015
B'
ADDED SPACERS.
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are
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JR
1011W14
EXT. GLASS
i
X 1"
ISMS
AAX, UNIT WIDTH
INTERIOR
EXTERIOR
/__—
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGE SHEET 11 ;
INTERLOCK DETAIL y
'M', SHEET 19
EXTERIOR INTERIOR
."1
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"
SILICONE HOT -MELT BUM
STRUCTURAL
SILICONE
STRUCTURAL1/4" NOM. FOAM /-3/16" NOM.
POLYISOBUTYLEN �� WITH
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS
INT. GLASS INT. GLASS
iza KODISPACE 4SG TPS22, SUPER SPACERONXTTM
PRODUCT REVISED
as complying with the Florida
;ANT FILL AREABuilding Code
_ NOA-No. 16-062906
—5/16" NOM. Expiration Date 02/17/2020
SILICONE SEAL
BY ..r-____
Miami-Dad,WPs6duct Control
GLASS
26')DURASEAL@ SPACER & XL EDGETMSPACER
(1070 TECHNOLOGYORIVEI ANCHORAGE DETAILS/ EXAMPLE ELEVA TION
N. VENICE, FL 34275 rmc
(x41}439-160 I SERIES 770 ALUM. SGD - LM IMPACT
CERT OFAUTH #28298 jneTj�SGD-770 I NTS I 15 a22 I PGT0130 I B
A. LYNN MILLER, P.E.
RE # 58705
REINFORCEMENT POLYISO-
BUTYLENE_
5/16" NOM. SEAL
BUTYL &
DESICCANT
ROLL -FORMED
FOAM
STAINLESS STEEL
EXT.GLASS
EXT. GLASS
i
INT. GLASS
tel,
PRODUCT REVISED
as complying with the Florida
;ANT FILL AREABuilding Code
_ NOA-No. 16-062906
—5/16" NOM. Expiration Date 02/17/2020
SILICONE SEAL
BY ..r-____
Miami-Dad,WPs6duct Control
GLASS
26')DURASEAL@ SPACER & XL EDGETMSPACER
(1070 TECHNOLOGYORIVEI ANCHORAGE DETAILS/ EXAMPLE ELEVA TION
N. VENICE, FL 34275 rmc
(x41}439-160 I SERIES 770 ALUM. SGD - LM IMPACT
CERT OFAUTH #28298 jneTj�SGD-770 I NTS I 15 a22 I PGT0130 I B
A. LYNN MILLER, P.E.
RE # 58705
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
)W1 T�ASTRAGAL
a��INSTALLATION DETAILS'Gw'&'Gc', SHEETS 12 & 13/FIXED JAMB DETAIL'G2', HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; DLLOO' JAMB DETAIL'G3', SHEET
L INSTALLATION DETAILS'Aw'&Ac', WIDTHSHEET 18; INSTALLATION TAILS'L1' & 18; INSTALLATION DETAILS 18; INSTALLATION DETAILS
SHEETS 12 & 13
DSHEETS 12 & &'Gc', L2, SHEET 19 Aw' &'Ac', SHEETS 12 & 1T TYP. $" 'Gw' &'Gc', SHEETS 12 & 13
SHEETS 12 & 13 ,
90° l -'
I'I�EXTERIOR INTERIOR
PANEL PANEL PANEL PANEL
PANEL PANEL INTERLOCK DETAIL
TYPE TYPE TYPE T) TYPE pE PANEL PANEL TYPE
'R' L' 'D' A' TYPE TYPE T'M', SHEET 19
MAX. A CS'
NOM.
DLO TABLES 1-3-1OS' K MAX. ,
UNIT 90° OUTSIDE CORNER
NOM. / / UNIT j DETAIL'N1', SHEET 19 &
PANEL HEIGHT SILL DETAIL / HEIGHT
/ WIDTH TYP. / / PER 'D', SHEET / PANEL PER CORNER ANCHORAGE
18 ►
MAX. PER SEE TABLES G'i MAX. � WIDTH TYP. t- SEE TABLES SHEET I1
" NOTE 2, J 1-3 INSTALL DLO PER 1 NOTE 2 ►�, 1-3 INTERIOR
HEIGHT SHEET 15 DETAILS i HEIGHT TABLES 1-3 SHEET 15 �L �
EXTERIOR
O a, a 'Dw' &'Dc', a a NOM. PANEL
l SHEETS 12
DTH TYP.
& 13, - X Y X X PEIR TABLES
PEE FRAME & ✓ 1-3
MAX. UNIT WIDTH MA,;. UNIT WIDTH
PANEL CORNER SILL DETAIL D', SHEET 18 MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 (2 -TRACK) 'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE: 90'
OUTSIDE CORNER - XX/XX (2 -TRACK)
JAMB DETAIL'11% SHEET 18;
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS 9w' &
1 L2, SHEET 19T INTERLOCK DETAIL'M', SHEET 19 'Ie, SHEETS 12 & 13
.5 �
/� HEADER DETAIL ( ;
J-- // AMB DETAIL'H2', SHEET P -HOOK DETAIL'J' &'K', SHEET X13% SHEET 18; Pr
18; INSTALLATION DETAILS 19; INSTALLATION DETA0.S'Jw', INSTALLATION JAMB DETAIL'I2', SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET
DETAILS 'Bw' &'Bc', DETAILS 'Iw' &'Ic', SHEETS 12 & 13 18; INSTALLATION DETAILS
'Hw' &'Hc', SHEETS 12 & 13 'Jc','Kw' &'Kc', SHEET 14 SHEETS 12 & 13 Cw' &'Cc', SHEETS 12 & 13
MAX. UNIT WIDTH -i MAX. UNIT WIDTH -
_i it, jk ; --T— I t.
PANEL PANEL PANEL PANEL PANEL 'PANEL PANEL PANEL
i TYPE TYPE TYPE TYPE PRODUCT REVISED
TYPE TYPE TYPE
I
TYPE 'M' 'F' 'F' IF, as complyingwith the Florida
'R' 'L' M' F MAX Buildinoe
MAX. UNIT NOM. w'o NOM. UNIT —
NOA-No. 16-0629.06
HE PANEL °z a j / PANEL HEIGHT Expiration Date 02/17/2020
PER WIDTH TYP. 1-w 1 % --4 WIDTH TYP. ►— / PER By
/ w�
TABLES MAX. SEE _ PER SEE MAX. PER TABLES Miami-Dapc�fFoduct Contfol
1-3 DLO NOTE 2,� -TABLES 1-3 °a a j II pL0 TABLES 1-3 1-3
L OTE 2,
HEIGHT SHEETIS i SHEETI5 HEIGHT
i
O X O --
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;�J EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; fJ
(3 -TRACK, RIGHT POCKET) INSTALLATION DETAILS (4 -TRACK, BY-PASS) INSTALLATION DETAILS
'Ew' &'Ec', SHEETS 12 & 13 'Fw' &'Fc', SHEETS 12 & 13 �+
BawdBy: VeW.
Rsvad By' Oa(e: Retisbns: -070 TECHNOLOGYDRIVE I EXAMPLE ELEVATIONS
N. VENICE, FL 34275 Tm . _
R.v Sy: �W: Rev�s�ons: � 1941"80-1600 SERIES 770 ALUM. SGD - LM IMPACT
saiecMuleC s®re sn«e orewmsrm. Rar A. LYNN MILLER, P.E.
Brews By, o10 chearade, aa�: CERT. OFAUTH.#29296 SGD-770 I NT3I 16 a22 PGT0130
B P.E # 58705
JR 10/10!14
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLEFIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER EXT CORNER 135 RECEIVER 135 RECEIVER
STILE W/HANDLE BOX OUT BOX IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE WIHANDLE 90 RECEIVER W/HANDLE W/HANDLE
TYPES OUT N #118 #118 #31 #31
IN #12 #119 #61 #118 #61 tf6 #61R #61R
iv-
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INTERLOCK F PF K / / (BOX 00)
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SINGLE E ! � / C C ( I C �Q W � I 4J� / 4J � 4! Y Y
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IN [Boxou (BOXIN)
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ASTRAGAL/ SIZES & DESIGN PRESSURE.
BOX IN / f V / / LEFT INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF
LU W/ HANDLE / (BGXIN / PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
J
EXTERIOR
ASTRAGAL / / T { U STILE STILE AND ARE NOT AVAILABLE.
� Box our v 3.90° ASTRAGALS TO USE HEAVY-DUTY STILES
)BOxouT) (BOXOUT) (#61), CORNER RECEIVER (#118) AND EITHER
/ g PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR #119 OR INTERIOR #120 CORNER
LL. ASTRAGAL T / I ( ) ( )
W Box IN 4/ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
(HOX IN) MOXIN)
J 4.135° ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER RT �' / (#61) AND CORNER ADDON(#31).
J �90 HANDLLOCKSTILE io HANDLE #120 jjj 232"
w / SILL RISERS OPTIONS .232" ~!�
EXT CORNER �ry -�{
I90 LOCKSTILE
� 1 T CS / 232" G EXTERIOR
Q EXHANDLER*4118
�L i EXTERIOR �—�
EXT CORNER � —�j � '23Z EXTERIOR _062
CT CV / / EXT R I —� 062" 4.055"
90 RECEIVER .062"W/HANDLE 3,305"
/'�����'�2 4 C l 2.555" pp
INT CORNER #6< Rl n T AS ®F / 1 567 1 04 d�
90 RECEIVER f-[ / .062" _Ii-
W/HANDLE #118 / PRODUCT REVISED
#118 / / as complying with the Florida
EXT CORNER �'+ SILL RISER, FLAT * SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT Building Code
90 RECEIVER / CF / 1s FLUSH, 1-1/2" 26 LOW, 2-1/2" 22 MEDIUM, 3-1/4" 24 HIGH, 4" _NOA-No. 16-0629.06
#s1 ,750" Expiration Date 02/17/2020
f4 EXT CORNER #31 .750" ; .
(135 RECEIVER VT VS VF / _I EXTERIOR By
Mi ,a _._t Control
VVI HANDLE #61 —r^- Imo— .750" EXTERIOR
EXTERIOR EXTERIOR a Contfol
062' Miami-Dad roduct
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NTCORNER #31 WS wF / .906" (I-I -"' 062"4.055"
35 RECENERWT / a� a .062" v3.305"
/HANDLE 61 2.555"
.062"
LL
SILL
19' FLUSH1.567 tr=14
SILL IS _112" XI' 21 LOWSILL , -1/2" BOX 23 MIEDIUME -1/4" 25 HIGH, 4" BOX -
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 P_� 71
�l
Rersd Bg Oefe: Rmisnn.; I Ge.nlP�n'' 1 - „h
--070TECHNOLO�YORIVE I PANEL TYPES I
Revsa By Qsfe: R.Ndons: .
N. VENICE, FL 34275
R.s By: NII,: I ReWtl^^^, I(941"80-1600 SERIES 770 ALUM. SGD - LM IMPACT I
s.aevNm.1 9mb; Shs.L gsxirgNn Rar A. LYNN MILLER, P.E.
V.w By Data: 22 By G.W. r B P.E.#58705
JR 10110114 1 CERT. OFAUTH,#29296 ° I SGD-770 NTS) 17 ^ 22 PGTO i30
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
#10 X 3/4".
SMS, X 3
A
EXTERIOR
a
123 FULL LENGTH G2
OFJAMB 2 -TRACK JAMB
CLIP #80 OR #105
WI RETAINER #123
SHOWN WITH
FIXED PANEL TO
60 oR 61 THE EXTERIOR)
,D -EXTERIOR
M
SHOWN WITH E 2 -TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
A
EXTERIOR
a
E 2 -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.
R..d8 : Date: Rerabns:
Revs4Sy' Cab: ReHsbns,
RereC6y, Deb. RBWs..'
OreWn By Date: ChetlreE By. Gale:
JR 10110114
��EXTERIOR
11LJE
G3 60 OR 61
2 -TRACK JAMB
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WITH
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PANEL)
E
G4
2 -TRACK JAMB
W/ SCREEN
EXT
EXi
E 3 -TRACK
B FRAME HEAD
E 3 -TRACK
E FRAME SILL
FULL PANEL JAMB LENGTH
SEE DETAIL G7
FOR FIXED
PANEL CLIP
L G2
=D
-IP
60 OR 61
103
,,5 XTERIOR UEXTERIOR60 �EXTER 'EXTERIOR
3-TT//RACK JAMB 3 -TRACK JAMB_ 4 -TRACK JAMB 4 -TRACK JAMB
H1 (SHOWN WITH Hz (SHOWN WITH H (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
EXTERIOR
a
COE 4 -TRACK MAX. UNIT
FRAME HEAD HEIGHT PER
TABLES 1-3
PRODUCT REVISED
as complying with the Florida
I 69 Building Code
EXTERIOR
NOA-No. 16-0629.06
I cif- —
aI 72 OR 73 Expiration Date 02/17/2020
10 By a --'-
11 Miami -'Dade roduct Control
E 4 -TRACK
F FRAME SILL
DumDtian:
1070 TECHNOLOGYDRIVE VERTICAL SECTION DETAILS
N. VENICE, FL 34275 rea
(s41)460-1600 SERIES 770 ALUM. SGD - LM IMPACT
SeieaPAO h e W Shot Dre v Rev'
CERT. OFAUTH. #29296 ® ( SGD-770 NTS I 18 a 22 I PGTO130 B
106 FULL LENGTH
14
OF JAMB
OR 61
E
G1
2 -TRACK JAMB
6" LONG CLIP #105
165 W/ RETAINER #106
113
MID PAN (SHOWN WITH
FIXED PANEL TO
6 THE INTERIOR)
n
15 EXTERIOR
#10 X 3/4".
SMS, X 3
A
EXTERIOR
a
123 FULL LENGTH G2
OFJAMB 2 -TRACK JAMB
CLIP #80 OR #105
WI RETAINER #123
SHOWN WITH
FIXED PANEL TO
60 oR 61 THE EXTERIOR)
,D -EXTERIOR
M
SHOWN WITH E 2 -TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
A
EXTERIOR
a
E 2 -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.
R..d8 : Date: Rerabns:
Revs4Sy' Cab: ReHsbns,
RereC6y, Deb. RBWs..'
OreWn By Date: ChetlreE By. Gale:
JR 10110114
��EXTERIOR
11LJE
G3 60 OR 61
2 -TRACK JAMB
(SHOWN IEL
WITH
OPERABLE
PANEL)
E
G4
2 -TRACK JAMB
W/ SCREEN
EXT
EXi
E 3 -TRACK
B FRAME HEAD
E 3 -TRACK
E FRAME SILL
FULL PANEL JAMB LENGTH
SEE DETAIL G7
FOR FIXED
PANEL CLIP
L G2
=D
-IP
60 OR 61
103
,,5 XTERIOR UEXTERIOR60 �EXTER 'EXTERIOR
3-TT//RACK JAMB 3 -TRACK JAMB_ 4 -TRACK JAMB 4 -TRACK JAMB
H1 (SHOWN WITH Hz (SHOWN WITH H (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
EXTERIOR
a
COE 4 -TRACK MAX. UNIT
FRAME HEAD HEIGHT PER
TABLES 1-3
PRODUCT REVISED
as complying with the Florida
I 69 Building Code
EXTERIOR
NOA-No. 16-0629.06
I cif- —
aI 72 OR 73 Expiration Date 02/17/2020
10 By a --'-
11 Miami -'Dade roduct Control
E 4 -TRACK
F FRAME SILL
DumDtian:
1070 TECHNOLOGYDRIVE VERTICAL SECTION DETAILS
N. VENICE, FL 34275 rea
(s41)460-1600 SERIES 770 ALUM. SGD - LM IMPACT
SeieaPAO h e W Shot Dre v Rev'
CERT. OFAUTH. #29296 ® ( SGD-770 NTS I 18 a 22 I PGTO130 B
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
uui
600R 61 600R 61
29 14
5
65 65
ID EXTERIOR 111 62 '5 ill 111 62
EXTERIOR '
iP -HOOK FOR FLAT SILLS E P -HOOK FOR BOX SILLS I
(EXT. OR INT. MOUNT) K K EXT. MOUNT ONLY
E. STANDARD ASTRAGAL#67
L1 WITH STANDARD STILES #60
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
61
15 EXTERIOR
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)
4INTERIOR 61 113 118
F 90°
4INTERIOR EXTERIOR /
INTERIOR
/ LOCK PART
75 & 107-110 _ �1
.y�f
14
JL_J 5
11
EXTERIOR 7
E 90° OUTSIDE CORNER
N1 2 -TRACK SHOWN
5
11
7
14
11 5
7
E
02
In, INTERIOR
E 9W INSIDE CORNER
Nz 2 -TRACK SHOWN
135° INSIDE CORNER
2 -TRACK SHOWN
63 60 OR 61
EXTERIOR
75
61
OR
Me INT60ERLOCK
' 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. 16-0629.06
Expiration Date 02/17/2020
By
Miami- roduct Control
A. LYNN MILLER, P.E.
P.E.# 58705
135° OUTSIDE CORNER
01 2 -TRACK SHOWN
Revstl By
peN;
Rsvisi°na:
peealptl°n
10707ECHNOLOGYORIVE
HORIZONTAL SECTION DETAILS, CORNERS
N. VENICE, FL 3427.5
R.v BY
O fa:
R.W.
I (941)4eo-wo
I SERIES 770 ALUM. SGD - LM IMPACT
5a'�a%Matlai
Nn
Re r.
D.. By
O.W.
p,eckeC Ry. para:
(
I CERT.OFAUTH.429296
SGD-770
NTS
(sr,ee19e o 22
IBnwirg
PGT0130
B
JR
10110114
63 60 OR 61
EXTERIOR
75
61
OR
Me INT60ERLOCK
' 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. 16-0629.06
Expiration Date 02/17/2020
By
Miami- roduct Control
A. LYNN MILLER, P.E.
P.E.# 58705
Item
PGT
PGT#
Description
Item
PGT
PGT#,
Description
NOTES:
Dwg,#
_
Dwg.#
ALLALUMINUM=6063-T6
1
17306
617306
2 -TRACK HEAD
60
17325
617325
PANEL STILE
2
17303
617303
2 -TRACK HEAD WITH SCREEN RAE
61
17326
617326
PANEL STILE (HEAVY DUTY)
2) ITEMS # 33-39, 56-59, 66, 78, 64-99,
3
17309
617309
3 -TRACK HEAD
62
17327
617327
INTERLOCK ADAPTOR
121 & 122 ARE NOT USED AND ARE
4
17312
617312
4 -TRACK HEAD
63
1225
6TP248
IVINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
NOT PART OF THIS APPROVAL.
5
17314
617314
FRAME SCREW COVER
64
1 1729
71729
ISILL END WEATHERSTRIP PAD
6
17317
617317
FRAME HEAD/AMB ADD-ON
65
' 17328
617328
(INTERLOCK SCREW COVER
3) USE OF #12 OR #13 REQUIRES
7
17304
617364
2 -TRACK SILL
67
17329
617329
MIN. #10 SMS OR 3/16" MASONRY
(ASTRAGAL
ANCHORS @ 24" MAX. O.C.
8
17301
617301
2 -TRACK SILL WITH SCREEN RAIL
68
17339
617339
HEAVY DUTY ASTRAGAL
9
17307
617307
3 -TRACK SILL
69
17324 1
617324
STOP & BOTTOM RAIL
10
17310
617310
4 -TRACK SILL
70
17350 1
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
11
17313
617313
FRAME SILL TRACK INSERT
71
1695 I
71695
1 1-1/2" X V X3/4" HIGH FIN SEAL DUST PLUGS
12
17315
617315
FRAME SILL SCREEN ADD-ON (SEE NOTE 3)
72
8153 1
78153X
TANDEM ST. STL. ROLLER ASSY
13
17316
617316
FRAME SILL SCREEN END ADD-ON (SEE NOTE 3)
73
8153 1
78153N
TANDEM NYLON ROLLER ASSY.
14
17305
617305
2 -TRACK JAMB
74
SILICONE
DOW -899, DOWA95 OR GE -7700
15
17302
617302
2 -TRACK JAMB WITH SCREEN RAIL
75
8185
78185X
GEMINI MORTICE 3 -PLY DUAL LOCK WILONG TRIM PLATE
16
17308
617308
3 -TRACK JAMB
76
I 71032X1FPFX
#10-32 X 1" FL SS SCREW W/ TYPE "F" TIP
17
17311
617311
4 -TRACK JAMB
77
7103239
10-32 STEEL ZINC U -NUT
18
17322
617322
SILL RISER -FLAT, FLUSH, 1-412"
79
17357
617357
1" IG BEAD
19
17319
617319
SILL RISER -BOX FLUSH, 1-112"
80
17359
617359
7/16" BEAD / FIXED PANEL CLP
20
17321
617321
SILL RISER -FLAT, LOW, 2-1/2"
81
17360 I
617360
9/16" BEAD
21
17318
617318
SILL RISER - BOX LOW, 2dl2"
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
22
17355
617355
SILL RISER - FLAT, MEDIUM, 3-1/4"
83
61745
1745
ILOWE INC, 112" X 1116" SGL SIDE ADH. TAPE, POLYETH.
23
17354
617354
SILL RISER - BOX MEDIUM, 3-1/4"
f 100
8052
48052
1 ROLLER ADJ. HOLE PLUG
24
17323
617323
SILL RISER - FLAT, HIGH, 4"
I 101
72087
AMB BUMPER
25
17320
617320
SILL RISER -BOX HIGH, 4"
102
1696
71696
JOUST PLUG
26
17333
617333
POCKETP-HOOK
103
6186
78186X
1"KEEPER
27
7070
67070
NEOPRENE BULB WSTP FOR P -HOOK
104
653
7SDKEEP
SCREEN LOCK KEEPER
28
17334
617334
POCKET P4100K MOUNT
105
17344
617344
FDED PANEL CLIP - 6" LONG
29
17335
617335
P -HOOK COVER
106
I 17352
617352
1FDED PANEL RETAINER -9/16"
30
17348
617348
POCKET P -HOOK FOR BOXRISER
' 107
I 1739
71739
IHANDLE KIT- INTERIOR RAISED WITH THUMB TURN
31
17378
617378
135CORNER
108
1740
71740
IHANDLE KIT- RAISED EXTERIOR HANDLE
32
17376
617376
135 FIXED MOUNT
109
1731
78162SN
IHANDLE KIT- RECESSED NTERIOR WITH THUMB TURN
ITEMS
0-53 ARE SCREEN PARTS
1 110
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL
40
4319
12258
SCREEN SIDE RAIL - LOCKSTILE
111
710X34PPSDAXI#10X314"PH PN. TEK-S.S.
41
7LOCKWGSK
SCREEN LOCKSET
112
1235
67518
WSTP, 27OX.170-FIN SEAL
42
41818
SCREEN KEEPER SPACER SET
113
1712
64066
.187" X-230" FNSEAL
43
8152
I 68152
SCREEN INTERLOCK ADAPTER
114
71OX115PPX
1910 X 1-1!2"
PRODUCT REVISED
44
4428
64428
SCREEN DOUBLE INTERLOCK
115
710XPPT
#10 X V
as complying with the Florida
45
4317
612256
SCREEN TOP RAIL
116
72OXlX
1#14-20X 1" S. S.
Building Code
46
4318
4 612257
SCREEN BOTTOM RAIL
117
720XI12X
#14-20 X 1-112" S S_
_NOA-No. 16-0629.06
47
668
7SRAZ
STANDARD ROLLER
118
17336
617336
90 DEGREE CORNER RECEIVER )
Expiration Date 02/1712020
1 48
668
I 7SRAX
STANDARD ROLLER - ST. STL.
119
17337
617337
90 DEGREE OUTS DE CORNER ASTRAGAL
B y
49
4344
64344
SCREEN ASTRAGAL
120
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
Miami- as roduct Control
50
17349
617349
OXO SCREEN ASTRAGAL ADAPTER
123
17352
617352
FIXED PANEL RETAINER, 718"
51
1692
61692
ISCREEN SPLINE -.165"
52
1694
61694
ISCREEN SPLINE -.150"
53
61816020
I SCREEN CLOTH
.
54
1725
1/2"X4" X1116" SET. BLOCK, NEOPRENE 85+/-5
55
1726
I1"X4" X1/16" SET, BLOCK, NEOPRENE 85+/-5
-
rmwa er. am:-
PARTS LISTN.
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11070TECHNOLOGYDRIVE
VENICE,
FL 34275:
I ALUM, SGD LM IMPACT
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R" A. LYNN MILLER, P.E.
B
I
f CERT. OFAUTH.#29296
SGD-770 NTS 20 °i PG
P.E.#58705
JR 1 0/1D/14
I
5.069" -
1.211"
-t
0.081" O2 -TRACK HEAD
(6063-T6 AL)
A 1aR" -
8.562"
0.081" ' O2 -TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
7.105"
1
rrr-rFIM1.2
0.081" O 3 -TRACK HEAD
(6063-T6 AL)
10 4 -TRACK SILL
(6063-T6 AL)
--1 1.36" r
15"
0.081"
6.198"
15"
O9 3 -TRACK SILL
(6063-T6 AL)
6.221"
r- 0.080"
O8 2 -TRACK SILL W/ SCREEN TRACK
(6063-T6 AL)
1.505"
C2 -TRACK JAMB W/
15 SCREEN TRACK
(6063-T6 AL)
�{ 7.36"
O--
9.142"
4.49" 0.081"
0.080" c
4
1.211" 1.505„
fl1 i U uL -4
0.081" O4 4 -TRACK HEAD O2 -TRACK SILL
(6063-T6 AL) (6063-T6 AL) c
1.514"
1.260"
y 0.060"
O6 FRAME HEAD/JAMB SCREEN
ADD-ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
R.dBy: Def Revlvber.
R dBy D.e. Rensom-
R.V By: IO W. ReNebne:
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JR 10110114
0.062"
0.532"
O1.516"
FRAME SILL SCREEN
2 ADD-ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
1 11- 0.060"
0.7601 �
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8FRAME SILL SCREEN
13 END ADD-ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
7.105"
16 3 -TRACK JAMB
106
(6063-T6 AL)
4 2-TRACKJAMB
(6063-T6 AL)
1.872"
0.062" 1.019"
SCREENwf
40 STILE
(6063-T6 AL)
.9"
--►{ � 1.045"
1.993" 0.062"
SCREEN
45 TOP RAIL
(6063-T6 AL)
�{ 1.36"
1.91993]r
0.062"
0.081"
SCREEN
as BOTTOM RAIL
(6063-T6 AL)
9.141"
� J
n 4 -TRACK JAMB
(6063-T6 AL)
Dexdaao,.
1070 TECHNOLOGYDRIVE EXTRUSIONS
N. VENICE, FL 34275 'SERIES SERIES 770 ALUM. SGD - LM IMPACT
SerkvhKCet 6mb; 6heel D- M1b. R
CERT. OFAUTH. #29296 ® I SGD-770 I NTS 21 a 22 PGTO130 B
PRODUCT REVISED
as complying with the Florida
Building Code
_ NOA-No. 16-0629.06
Expiration Date 02/17/2020
Miami-DadeP duct Control
A. LYNN MILLER, P.E.
P.E.# 58705
Ciirsm
0.718" � � -�{ 0.83"
0.752"
0.062" 0.080"
0.264"
3.802" ►
0.574"
0.075"
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(6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
.155" 2.�0" 1.488„
0.080"
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4 DBD"
1.870"
1.974" ---4
2.44" I I
31 135° CORNER 32 135° FIXED MOUNT
(6063-T6 AL) (6063-T6 AL)
3.979"
0.075" -
1.6145"
1
u, 125"' -
s7 STANDARD ASTRAGAL
(6063-T6 AL)
3.979"
2.304"
0
0.062" .796"
P -HOOK MOUNTING
2e ADAPTOR
(6063-T6 AL)
4 }�
0.062" J r
1.600
3.125"
6o STANDARD STILE
(6063-T6 AL)
3.802"
0.752"1
1.16 0.885"
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0.233" -� U 062" s�J
29 P -HOOK SCREW 3o P -HOOK FOR BOX RISER
COVER 0.080" (6063-T6 AL)
(6063-T6 AL)
4"
1.739" ►(
0.133 0.062 " �j 1. 3"
1.600
1.888"
1 `�(�f 0.325"
Fes- 3.125" -------- �l � 0.062" J
8s1 HEAVY DUTY STILE INTERLOCK INTERLOCK
s2 s5
(6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
4.125" j - i
1.64 5" 0.062" }
U!� � 1.3� 4"
0.281" -►a F- 3.25" -tel
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1.050" [ , �-�{ 1.050" F i-►{jI 1.050"
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289" � .611" J{ .485"
4
045" .045"
1.003"�
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0.050"
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105 FIXED
PANEL CLIP
0.7D9"
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550"
0.863
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PANEL
C123RETAINER,
7/8"
0.080" -^I
(6063-T6 AL)
FIXED PANEL
10., RETAINER, 9/16"
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2.826"
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a 1.498" 0.133"
0.080" 1
5.621,,...... _
18 90" CORNER RECEIVER
(6063-T6 AL)
119 90° OUTSIDE CORNER ASTRAGAL
(6063-T5 AL)
7/16" GLAZING 81 9/16" GLAZING
BEAD, FIXED BEAD
PANEL CLIP (6063-T6 AL)
(6063-T6 AL)
(= 5.621"
0.133"
1.4198"
1
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0629.06
Expiration Date 02/17/2020
By
Miami-Da#e�P"roduct Control
I 4"
120 90" INSIDE CORNER ASTRAGAL
(6063-T6 AL)
D"�10�M1
LOGVDRNE EXTRUSIONS
N VENICE, FL 34275 rn":
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N.latleC Scab Slreet OreW,g M1'". R
1 CERL OFAUTN. #29296 ?nTo ( SGD-770 NTS 22 -r22 PGT0130 B
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A. LYNN MILLER, P.E.
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