HomeMy WebLinkAboutNOA- SLIDING GLASS DOORSi=
SCANNED
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MIAMI-DADE & Lucie County 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.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 77.0 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
scaled 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
l / Approval Date: August 04, 2016
( 0-1�t�2v1� Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
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 05105116, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
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-5980-11, 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)
Jorge n Piasencia, P.E.
,.duct 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 (coNnNuED)
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 tinder 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
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 01/30115, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
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. 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.
— z��
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-2
rA
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.
E-3
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No_ 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
S
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 E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
3) ANCHORAGE: THE 33-113% 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-5001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FT L-6031, FTL-6033, FTL-6036 AND FTL-7554
TABLE A:
Group
Anchor
Substrate
Frame
Member
Min. Edge
Distance
Min.
Embedment
1
114" Elco Ultmcon
Concrete (min. 2.85 ksl)
HeadIS1111jamb
1"
13/8,
Ungrouted CMU, (ASTM C-90)
Jamb only
2.1/2"
1-1/4'
Grouted CMU ASTM C90, min. 2 ksl grout)
Jamb only
21/2'
1314'
2
1/4' Elea 410 S.S.
CreleFlex
Concrete (min. 3.35 ka0
Head/SiIVJamb
1'
1Q/4'
Ungrouted CMU, ASTM C901
Jamb oNy
2.112"
1-114'
P.T. Southern Pine (SG-0.55)
Head/SIIVJamb
1'
1.395'
Elco Ultracan
Concrete (min. ZSS ksD
Head/Sill1"
1-3/8,1/4'
•
Ungrouted CMU ASTM C•90)
Jamb only1"
1-1/4'
3
#12, 18-8or4f0
S.S. SMS,
(min. 11 ttueadslln)
P.T. Southern Pine (SG=0.55)
Head/SINJamb
9116'
13/8'
Aluminum, 6063-TS'
Head/SIIVJamb
3/8'
0.063'
Steel, A36'
Steel Stud, A653 Gr. 33"
HeadfSill/Jamb
Head/SIIVJamb
318'
318,
0.050'
0.0451"
1/4' Elco 18.8 S.S.
Aggro-Galor
Concrete (min. 3.275 ksl)
Head/Slil/Jamb
1.1/Y
13/8"
Ungrouted CMU, (ASTM r-90)
Jamb oNy
2'
1-1/4'
Grouted CMU (ASTM =. min. 2 ksl grout)
Jamb only
2'
2"
P.T. Soulhem Pine (SG=0.55)
11e141SM.Mb
V
13/8"
4
#12, Steel SMS G5,
(min. 11 threadslin)
P.T. Southern Pine (SG=0.55)
Head/Si0/Jamb
9/16"
Aluminum, 6083-T5'
HeedISlONamb
3f8'
0.063'
Steel, A36'
H-d/Sill/Jamb
3I8'
0.050-
Steel Stud, A653 Gr. 33'
HesdfSiWJamb
3/6'
1 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-NOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
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 1-112" THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
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, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TART F R RFF r1FTAll R (TN RHFETR 4 R S
Glass
TYPO
Description (Listed from Exterior to Interior)
G3
7f16" Laminated: (2) Liles of3fl6' HS Glass VAIh.D90' PVB Intedayer
G3A
9116' Laminated: ) Liles of 1/4' HS Glass w6h.D90' PVB Intedayer
G4
7/16" Laminated: (2) Liles of 311V HS Glass Wth.090' SG Intedayer
G4A
9116" Laminated: (2) Liles of 114' HS Glass with.090' SG Intedayer
G5
1" Laminated I.G.: 3116' TExtedor Cap +316" Alr Spare +7116" Laminated; (2) Utes of 3116" HS Glass vAth.090' PVB Intedayer
G5A
1" Laminated LG.: 1/4" T Exledor Cap + 511 V Alr Space + 7116" Laminated; (2) Utes of 3116" HS Glass with.090' PVB Intedayer
G6
V Laminated LG.: 3f15' T Extedor Ca +318' Alr Space+711V Laminated; (2) Utes of 3116' HS Glass VAth.090' SG Intedayer
G6A
V Laminated LG.: 1/4" T ExWor Ca +6116" Air S ce +7/1S' Laminated; 2 Utes of 3118' HS Glass with... SG Intedayer
G7
7116' Laminated (2) Liles of 3116" ANN Glass with .090' SG Inleda er
G7A
9/16Laminated: (2) Utes of 1/4- ANN Class with .09T SG Intedayer
GB
1" Laminated LG.; 3116" TExtedor Cap + VW Alr S ce + 7/16' Laminated; (2) Utes of 3116' ANN Glass with.090' SG Intedayer
GBA
1' Laminated LG.: 1/4" T Extedor Cap + 5116' Air Space + 7/16" Laminated; (2) Utes of 3fl6' ANN Glass with .090" SG Intedayer
SPACERS70 SHEET 15.
VENICE- FL U275
CSRr: OFALTH. AMM
GENERAL NOTES .............
I
EXAMPLE CONFIGS..........
2.3
GLAZING DETAILS ............
4.5
ANCHORAGE .....................
6-14
DESIGN PRESSURES
INSTALL DETAILS..............12-14
ELEVATIONS .....................15,16
PANEL / SILL TYPES...,....,17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
EXTRUSIONS ....................
21.22
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1, 2 & 3ON RATED FOR LARGE & SMALL
SHEETS 6.7 & 8 MISSILE IMPACT RESISTANCE
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), STH EDITION
-ASTM E1300-09
•ANSI/AF&PA NOS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM 2010
• AISI-S1 DD-07/S2-2D10
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" BUTACIT0 PVB BY KURARAY AMERICA. INC.
"SG"=.090" SENTRYGLAS® BY KURARAYAMERICA, INC.
GENERAL NOTES AND MAP
I SERIES 770 ALUM. SGD - LM IMPACT I
SGD•770 I NTS 11 d 22 1 PGTO130
PRODUCT REVISED
as c. an I Ing with the Florida
Building Code
NOA-No. 16-0629.06
Expiration Dotc02/17/2020
By
Mlaml' d6 Product Control
.......... y (�
�1GENSF '•, .P i
No. 58705
�oi:ax.
10
STATE OF
P 58705
ti
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH MAX. UNIT WIDTH
NOM. PANEL WIDTH NOM. PANEL WIDTH
PER TABLES 1-3 1 3 PER TABLES 1-3 7 3
1 1
Ge > 1 Jw Jc I�
MAX. UNIT 13 14 14 g a e MAX, UNIT 13 / / 74 1
HEIGHT 1a 7 i E w HEIGHT 1a 1a
PER TABLES 1-3 Is � PER TABLES 1-3
POCKET Ig I POCKET
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 XXX(IN POCKET (p) CONFIGURATION CAN BE
p)O=p, 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
}x "w" = WOOD OR METAL INSTALLATION
\J "c" = CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS 1 19 L--SHEETNUMBER
MAX. UNIT WIDTH
MAX. UNIT WIDTH
NOM. PANEL WIDTH c w e NOM. PANEL WIDTH Ac e
PER TABLESI.3 1 13 1 PER TA13LESI-3 7 3 1 13
1 1 13
MAX. UNIT 1 79
HEIGHT
PER TABLES 1-3
19
LL
19 1
is s
J
3-PANEL CONFIGURATIONS13 13 4-PANEL CONFIGURATIONS
3 12 13 1 3 2
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT= DOOR UNIT HEIGHT - 1.866"
� I {
Je Q
t 1 �oQo MAX. UNIT 1c
HEIGHT 1 t3
�uw PER
ay TABLES 1-3
POCKET �
1 I lj�
MAX. UNIT WIDTH
NOM. PANEL WIDTH Ac w eCd
PER TABLES I-3 72 13 1 13 1 13
Gc
13
MAX. UNIT 1 13
HEIGHT 1 13
PER TABLES 1.3
1
Emmmv
m
"] Im
m fE7 m fF7
Q7 Q7 m
5-PANEL CONFIGURATIONS
m
m
m
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
-tV
I
Jw Jc jc I
14 �
7 I W o p MAX. UNIT
r
jZay HEIGHT
PER
x � TABLES 1-3
Io�G
POCKET Ey
1
EXTERIOR
w Jc
1 14
I �
1 IZ�o
a n
POCKET
f I.
CORNER, TYP.1
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
ia7U TWHNOLOGYDRIVE EXAMPLE CONFIGURA771
M VEMC4 FL 34275 >/
(941)480.150a SERIES 770 ALUM. SGD -
sn.m".e awe sre
CERT OFAUTM b2 M ® SGO.7711
SEE NOTE 2. THIS
SHEET.
PGT0130
PRODUCT REVISED
as comp)yIn with the Florida
Bu1lding Code
NOA-No. 16-0629.06 -
Explratlon Date 02/17/2020
Mlanff-DaOeT Product Control
A. LYFN MILLER• P.E.
P.E.S 58705
ft-
EXAMPLE CONFIGURATIO
MAX. TESTED UNIT WIDTH =
355.7/16" Q 96' HEIGHT
300-1/4" @ 120" HEIGHT
NOM. PANEL WIDTH Ac "
PER TABLES 1-3 1 J 1z 3
C 19 1 9 9
1 13
MAX. UNIT 1 t3 s 1 9 9 19 /
HEIGHT, 1 m 19 1 s
96" OR 120"
IL
NOM. PANEL WIDTH _
PER TABLES 1-3
w 13
MAX.'UNIT t 3
HEIGHT 1 13
PER TABLES 1-3
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES
w J 1
a
law
POCKET
6-PANEL CONFIGURATIONS "
3 1 3 1 13
mmtl^iQaC�m
13
J�
J c
a ` iggo
u
I�csWcs�
l
POCKET ; Ib
I
�—sir----'
7-PANEL CONFIGURATIONS
13 12 1 1
MAX. UNIT WIDTH
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Ju', "Je. -Kw' OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, p)D= 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
�W' = WOOD OR METAL INSTALLATION
b" = CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH -7"
DLO HEIGHT= DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
19 19 7B l9 l9 l9 l9 I t t i y¢
19 19 19 9 19 s 19 1q 1 IWD ��
I�ah
19 19 19 19 19
POCKET
8-PANEL CONFIGURATIONS
L VEMCE FL 34276 tae
94r}4e0-16oa SERIES
C�fN/"HS
CERT.OFAUYH.jXZ=8 A scD-rTo
I.SGD-LMIMPACT
sG aa.4q H>
3 d 22 PGT0130
PRODUCT REVISED
as comp)ying with the Florida
Buildln9 Code
NOA-No. 16-0629.06
Expiration Date 02/17/2020
By ,'
MIemK,ad induct Control
l7`'`1 f lei/
...........
.:4
A. LYNN MILLER, P.E.
P.ES 58705
GLAZING DETAILS (G3,
G3A, G4, G4A, G5 & G5A)
7/16" NOM.
7/16" NOM.
1" NOM.
3/16" HS GLASS
3/16" HS GLASS
3116" HS GLASS
—
—
.090, PVB
.090" PVB
.090" SG
3/16" HS GLASS
3/16" HS GLASS
74 3116" HS GLASS
74 3/8" AIR SPACE 74
3/1 3 T GLASS
82
82
—
83
EXTERIOR
3 4" EXTERIOR
3/4"NOM.
3/4" NOM.
ANO (�
124-127
BITE- r
BITE GLASS
BITE
EXTERIOR
80 -
80 -
-
7/16" LAMINATED GLASS, TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9/16" NOM.
9/16" NOM.
1" NOM.
3/16" HS GLASS
1/4" HS GLASS
1/4" HS GLASS
090" PVB
.090" PVB
.090" SG
3/16" HS GLASS
1/4' HS GLASS 74
114` HS GLASS 74
5/16" AIR SPACE 7a
1/ I T GLASS
82
82
83
3/4" NOM.
EXTERIOR GLASS
3/4" NOM.
EXTERIOR GLASS
3/4°
1, BITE
a BITE
12a-127 GLASS
ASS
BITE
EXTEwoR
PRODUCT REVISED
Bu complying with the Florida
Bellding Code
B1
81
NOA-No. 16.0629.06
7B
54
54
Ewplretlon Date02/17/2020
ss
By
Mlam a Pro act Control
9/16" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE 134A
1" LAMINATED I.G. GLASS, TYPE G5A
l L tylY i
GLAZING NOTES
��CE.'+ :'•: r : '
"ANN"=ANNEALED
"HS' = HEAT STRENGTHENED
A..Rya,-r0r;
"T' = TEMPERED
"PVB" =.090" BUTACITE PVBBY KURARAY AMERICA, INC.
-
"SG' _ SENTRYGLAS%Y KURARAY AMERICA INC.
.090°
wwe"r
aem
w."rK
o.eac"
• rr:, L-O {
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DID SPACERS.
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CERT. OFaU1FLC29Z96
®
GLAZING DEIGUTAILS
C'.<^-? �l'.•'' -� `.'
A. LYNN MILLER P.E.
P. 58705
en
,�
R�✓ Oe
SERIES 770 ALUM. SGD - LM IMPACT
ax
om.ner
JR
arc
10/10/14
rtace"e.
oac
SG0.nn
NTS
4 22
PGTO130
B
GLAZING DETAILS
(G6, G6A, G7, G7A, G8 & G8A)
1" NOM. 7/16" NOM.
1" NOM.
31W HS GLASS
3N6" ANN GLASS
3/16' ANN GLASS
.090' SG
.090' SG
3/16" HS GLASS
.090" SG
3116" ANN GLASS
318" AIR SPACE
74 3/16" ANN GLASSV31QN0M.
3/8' AIR SPACE 74
3/16" T GLASS
3/16" T GLASS
—
82
83
EXTERIOR
3/4"NOM.GLASS
124-127 3GLASS
124-127
BITE
EXTERIOR SITE
EXTERIOR a
a
79 79
54 55
55
1" LAMINATED I.G. GLASS, TYPE G6 7116" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
1' NOM. 9116' NOM. 1' NOM.
3/16" HS GLASS 1/4' ANN GLASS 3/16" ANN GLASS
.090' SG .090" SG
3116" HS GLASS AGLA�
3/16" ANN GLASS
6/16"AIR SPACE 74 114" AN5/16' AIR SPACE 7a
1/4' T GLASS 1/4' T GLASS
9z
83 53
12a 127 3/4"NOM. EXTEROR 12a127 3/4" NOM.GLASS a GLASSBITE BITE PRODUCT REVISED
EXTERIOR as complying with the Florida
EXTERI1�11OR BuildingCd81 NOA-No. 16-0629.06
79 Expiration Date 02/1712020
55 55
By
mlamr-" Product Control
1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A
GLAZING NOTES:
"ANN" = ANNEALED \
"HS" = HEAT STRENGTHENED
"T' = TEMPERED
"PVB" = .090" BUTACITE PVE'BY KURARAY AMERICA, INC.
"SG" _ .090" SENTRYGLAAY KURARAY AMERICA, INC. 21,
,;��(b
JR OS/OS/1016 B DED SPACERS ^7.G,-;,�ii.•, •''; : .
os ", f070TECNNOLOGYDRNE GLAZING DETAILS
N. VFJJtCE FL 34276 mz !. tj„ yc
mar o.� SERIES 770 ALUM. SGD — LM IMPACT
f9er}aeo-rs90 _
omwner• o".c ce.w.a mr, dibe T sum °""°A° °i' A. LYNN MILLER P.E.
JR IOIIW14 CERT.OFAIRMAI9DB SGD•770 PIT$ 5 'e 22 PG70130 B P.E1.58705
1.
`rraNar
Design Pressure (DP) and Anchor Quantities Required, (forall approved
configurations on Sheets 2 & 3)
For comer astragal anchorage on 90° or 135' comer units, see sheet 11
Maximum DP for all sizes: +60 / -60
(May be limited by Table 1A)
Table applies to Glass
Door Unit
Height
80„
�„
90°
96"
Types 3, 3A, 5, 5A. 7, 7& 8
& 8A and the Stile / Astragal
DLO
73
79 7/e' DLO
8
Anchor
Anchor Group
hod r u
Anchor Group
Anchor Group
Anchor Group
types shown below.
1
2
1 3
4
1
2 1
3
4
1
2
3
4
1
2
3
4
Head/Sill
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
G4+1
24"
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
DLO
P-hook
6+7
6+7
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
Head/Sill
04+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
04+1
04+1
C4+1
30"
Jamb
8
8
8
8
8
B
8
8
8
8
8
8
B
8
8
B
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/SIII
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
04+1
C4+1
04+1
a
36"
Jamb
8
8
8
8
8
B
8
8
8
8
8
8
8
8
8
8
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
1 7+8
7+8
7+8
7+8
7+B
7+8
7+8
7+8
7+8
7+B
HeadlSill
C4+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
C4+1
C4+1
Z42"
D50
Jamb
8
.8
8
B
8
B
8
8
8
8
6
8
8
8
8
8
P-hook
6+7
6+7
6+71
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
HeadlSill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
04+2
04+2
04+2
48"
Jamb
8
8
B
8
8
8
8
8
B
8
8
8
8
8
8
8
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
1 7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
FOR EXAMPLE ON USING TAt3LE, Sit 5Htt I /.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4-,3-1/4' AND 2-1l2" 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 BYAN 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 INFORIv1ATION.
5) DOOR SIZE TO COMPLY WITH CURRENT F13C EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
■r wlnr rm
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(Flat or Box, see
(+)Design
Sheet 17)
pressure, psi
Flush - 1-117'
sea note 3
Low - 2-1/2'
+ 46.67
Medium .3-1/4'
+ 60.0
Hi h •4°
+60.0
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH - 7°
DLO HEIGHT=
DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866"
OH LENGTH
le
0i OH RATIO 2*1
0
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P-hook
Lockstlle@lamb
Straight Astragal
Assembly
Lockstile@
Straight Astragal
90'Astragai
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-dutyStile
005"
6
Standard Astragal
Outside Comer
Outside
Comer,
Inside
Corner
Inside
Inside Corner
Corner
Ouulde
Corner
Part#60 (x2)
Part #60
Part#60
Part#60 (Stile)
part #67 (Astragal)
Part P60
Part#61(Stile)
Part #118 (Corner
Part #119 (Out.)
part #120 (In.)
Part#61(Stile)
Parts#31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
VEWCE, FL 31275
I SERIES 770 ALUM. SGD - LM IMPACT I
CER7.oFAumamB2as 1 1 sGo•770�NTS16 - 221PGTO1301 sGa-7IO�NTS1s - 221PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
_Hon-rte. 16-0629.06
Expiration Date 02 I7/2020
By_
-
Miam-4 Product Control
A. LYNN MILLER P.E
P.EB 55705
64
i.
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
Maximum DP for all sizes: +601 60
For comer astragal anchorage on 904 or 135' comer units, sea sheet 11
(May be Ilmft d by Table 2A)
Door VlI Height
Table applies to Glass Types
I
18"
108"
114'
4. 4A, 6, 8A, T. 7A, 8 & BA
18,
18" DLO
/8'
73-7/8° DLO
18"
79.718' OLD
/8'Q96
DLO
91-7/8" DLO
97.hor DLO
1
DLO
1 718" DLO
and the Stile I A.fra9al type.
Anchor Group
Anchor
Anchor Group
Anchor Gmup
Anchor
Anchor Gentry
Anchor Group
Anchor Group
Anchor`
Anchor
Group oup
Anc or
Anchor
Group
shown below.
1 2 3 4
1 2 3 4
1 2 3 4
1 2 3 4
1 2 3 4
i 2 3 4
1 2
3 4
1 2
3 4
eadlsill
04+1
54+
+1
+
G4+1
c4+1
04+1
+1
C4+1
04+1
G4+1
C4+1
CA+1
CA+1
CA+1
C4+1
CA+1
C4+1
+1
C4+
C4+
+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
24'
DL0
Jamb
8
8
8
B
8
a
8
8
8
6
B
8
8
a
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+6
7+8
7+6
7+8
7+8
7+8
7+8
7+6
7+8
7+8
B+9
8+9
8+9
6+9
8+9
8+9
8+9
8+9
9+10
9r10
9+10
8+10
9+10
9+10
9+10
9r10
Head/S111
C4+1
C4+1
C4+1
04+1
C1+1
C4+1
C4+1
C4+1
04+1
04+1
C4+1
C4+1
C4+1
C4+1
CA+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
30,
Jamb
8
8
8
a
8
8
8
8
8
a
B
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
to
10
10
10
10
10
OLD
P-hook
6+7
6+7
6+7
6+7
7+6
7+8
7+r
7+8
7+a
7+6
7+8
7+8
7+8
7+8
7.6
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
HeadlSlfl
C4+1
C4+1
G1+1
G1+1
C4+1
C4+1
C4+1
C4+1
C4r1
04+1
C4a1
04+1
C4+1
G4+1
C4+1
CA+1
C4+1
C4a1
C4+1
C4+1
C4+1
CAN
G+1
C4+t
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
04+1
t�
Jamb
8
a
8
8
8
8
B
8
6
8
8
8
6
8
6
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
DLO
P-hcok
6+7
6+7
6+7
6+7
7+8
7+8
7+8
T+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
a,
Head/Slil
C4+1
CO+1
C4+1
C4+1
C4r1
C4r1
Gi+1
G4r1
G1+1
CA+1
C4+1
G7+1
G4+1
G4+1
C4+1
C4+1
C4v1
Gi+1
GS+1
C4+1
C4a'1
C4+1
CA+1
C4+1
GS+1
C4+1
C5+1
CS+1
G1+1
C44+1
CS+1
C5+1
a 4Y
35„
Jamb
a
8
B
8
8
B
a
B
a
8
a
B
6
9
8
6
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
DLO
P-hook
6+7
6+7
0+7
6+7
7+8
7+8
7+6
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7Q
8+9
8+9
8+9
8+9
9+9
6+9
8+9
6+9
9+10
9r10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
C4+2
Gi+2
C4+2
C4+2
CA+2
C1+2
CA+2
C4+2
C4+2
CA+2
C4+2
C4+2
C4+2
04+2
04+2
C4+2
04+2
CA+2
C4+2
C4+2
C4+2
04+2
CS+2
C5+2
Gi+2
C542
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
Z48'
Jamb
8
8
8
8
8
8
8
8
r
8
a
a
r
8
B
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
DLD
P-hook
6+T
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7r8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
B+B
8+9
8+9
B+9
8+9
1i+9
8+9
g+10
9+10
9+10
9+10
8+10
g+10
9r10
9+10
Head/Sill
C4+2
C4+2
C4r2
04+2
C4+2
CA+2
C4+2
C4+2
C4a2
C4+2
C4+2
C4+2
CA+2
C4+2
04+2
C4+2
1.
OLLD
Jamb
6
8
B
a
8
B
8
8
6
8
8
6
6
8
6
8
Not available In these sizes
P-hook
6+7
0+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+0
7+8
7+8
7+8
7+8
B
7+8
Head/S01
C4+2
C4+2
C4+2
C4+2
C4+2
C4«2
C4+2
Gi+2
C4+2
C4+2
1A 2
C4+2
C4+2
C4+2
+
C5+2
60°
p
Jamb
B
8
8
8
8
a
a
8
a
8
B
8
a
B
a
a
P-hook
8+7
6+7
6+7
6+7
7+8
7+8
7+6
7*e
7«e
7+8
7+8
7+8
7+B
7+8
7+
7+11
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL,
POSITIVE WATER DP iS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A.
3) 4 3-1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FORANCHORAGE 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
O = EXAMPLE ON SHEET 9
Teal C'JA-
DLO WIDTH =
NOM. PANEL WIDTH .7"
OH LENGTH {__ DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125'
OH RATIO z 1 PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866'
) SEE NOTES 1 3 OH RATIO = OH LENGTH
INSTALLED. OH HEIGHT
—.._ __.. _......_ _-... .. ............. �.....-..... ... , ...• , .n.-...-.... rw n, .- n c"r� c-u��ro n+ o Ann cno r�weT nI��C�ICInnIC Anlll C =TC 12 £ +O CnP ACC=RARI V hrTAll C
Sill Heightto Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, pst
Sheet 17)
Flush-1-1/2'
see note 3
Low - 2-1/2'
+ 48.87
Medium - 3-1/4"
+ 60.0
High-4'
+60.0
Interlock
P-hook
Lodatiie@Jamb
Straight Astragal
Assembly
Lockstile@
Straight Astragal
90'Astragal
Assembly
Lockstile@
90°Astragal
135'Astragal
Assembly
Lockstile@
135'Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Standa rd Astragal
OutrideComer
Outside
Inside
Comer
Corner
Inside
Corner
Outride
''jam
eV
�J
Inside Cor
Corner
Part #61(Stile)
Part#61(Stile)
Part 1119 (Out.)
Part #61(Stile)
Part #61 (x2)
Part#61
Part#61
Par(Astragal)
Part#61
Part#118(Corner
part #120 (In.)
Parts#31 
Part#61
•
Receiver)
(Com. & Fxd Mount)
10707EL70JOLOGYi
N. VEN!CE, FL 34275
CERT. OFAUTH. AW0
SERIES 770 ALUM. SGD - LM IMPACT
a+.va.e ads us mwuw
=. NTS 7 - 22 PO7D130
PRODUCT REVISED
as comp)ylny with the Florida
aullding Cade
NOA-No. 16.0629.06
Expiration Daatte]02/17/2020
By
Mlaml-Da<Jb'frroduct Control
6''+�)r� : r4
fiI Or"n;C
• 1 •i -
A. LYNN MILLER, P.E.
P.EA 58MS
06.
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 00' or 135' corner units, see sheet 11
Maximum DP shown below
(May be limited by Table 3A)
Table applies to Glass Types 4, 4A,
DoorUNtHaI
ht
so,
8
0
9
12
108,
r4, 7, 7A, B & BA and the Stile I
Astragal types shovin belay.
8O
7184
9
186"
18D
"O6,
97-7/8' DLO
AnchorGroup
AnchorGroup
Anchor Group
I AnCrIarUCOUP
Anchor Group
AnchorGroup
1 2 3 4
1 2 3 4
11 2 1 3 1 4
1 1 1 2 1 3 1 4
1 1 2 3 4
1 2 3 4
Design Pressure
sr
+l-Bz• pst
+l-7 . ps
17'
Head1S01
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
C4+1
C4+1
04+1
C4+1
C4+1
24°
DLO
Jamb
8
8
B
8
8
8
a
8
8
8
8
B
8
8
8
a
10
1 10
1 10
10
10
10
10
10
P-hook
6+7
1 6+7
1 6+7
115+7
1 7+6 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
1 7+8
7+8
8+9
1 8+9
1 8+9
8+9
8+9
B+9
8+9
8+9
Design Pressure
+1- 0.0 psf
+/-82.6 psi
+/-75.0
pst
23"
Head/SIB
C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1
C4+1 04+1 C4+1 04+1
04+t C4+1
C4+1 C4+1
r
30°
DLO
Jamb
8
8
8
0
8
8
8
8
a
a
B
8
8
B
8
B
10
10
10
10
10
10
10
10
5
P-hock
6+7
6+7
6+7
6+7
7+8
7+8
7+8
748
7+8
7+8
7+8
7+8
748
7+8
74.8
7+8
8+9
8+9
8+9
B+9
8+9
1 8+9
8+9
6+9
Design Pressure
+1-90.Opsf
+/-82.5 psi
+/-75.0 psf
29"
Head/Sill
C4+1
C4+1
C4+2
C4+2 C4+1
C4+1
C4+2
C4+2 C4+1
04+1
05+2
C5+2
C4+1
C4+1
C5+2
C5+2
C4+1
C4+1
C5+1
CS+i
C4+1
Jamb
8
B
B
8
8
8
8
8
8
9
8
88a10
9
10
10
10
10
10
f0P-hook
6+7
6+7
6+7
6+7
7+8
7+a
7+8
7+9
7+9
7+11
7+8
7+8
7+8
8+9
8+9
8+9
B+9
B+9
B+9
8+9
8+9
+9E
Design Pressure
+/-90,0 psi
+/-82.5 psr
MC6+1+136"DLO
Z
35.Head/Sill
C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 05+2
C5+2 C5+2 C5+2 C5+2
C5+2 5+242"
DLO
Jamb
B
8
B
8
8
8
8
8
B
8
10
8
8
8
10
8
10
10
10
10
10
10P-hook
6+7
7+B
7+8
7+B
7+8
7+0
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
6+9
8+9
B+9
6+9
B+9
8+9
8+9
+9
Design Pressure
+1--90.0 Psf
See Note A below.
+1-82.6 psf
+/-75.0 psf
41"
HeadfSlll
C4+2 C4+2 C5+2 CS+2 04+2 C6+2 CS+2 CS+2 C6+2 C5+2 C5+2 C5+2
C5+2 C5+2 C6+2 CB+2
C6+2 C5+2 CB+2 C6+2
C5+2 C5+2 Ca+2 06+2
48•
DLO
Jamb
B
8
8
8
8
. B 10
8
8
8
10
8
8
8
10
B.
10
10
10
10
10
10
10
10
P-hook
6+7
7+8
1 7+8
1 7+8
i 7+8
8+9 1 8+9
1 8+9
1 B+9
I 8+9
1 8+9
1 8+9
8+9
9+10
9+10
9+10
8+9
194,10
9+10
1 9+10
g+9
9+10
9+10
9+10
I -UK LAAMF'LE UN UWNG IAULM, J= JriCC 1 r.
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.
nl 1 RC I ICCrI Cl1R TA RI C'] CCC CI-ICCTC 71 x 77 c(iR RAPT nlft= ICI()MC ANT) C1-IFFTC 1A R 10 PnR ACCFMRI V M=TAII i
Interlock
P-hook
Lackstile@Jamb
Straight Astragal
Assembly
Lockstlle@
Straight Astragal
90-Astragal
Assembly
Lockstile@
90° Astragal
135°Astragal
Assembly
Lockstile@
135' Astragal
Heavy-duty Stiles
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Astragal
Outside C
Outside
Corner
InsCorner
Cornerr
Inside
Corner
Outside
Insideide Cor
Corner
Part 961(x2)
-
Part#61
Part #61
Part U61(Stile)
Part #68 (Astragal)
Part#61
Part ft61(Stile)
Part #118 (Comer
Receiver)
Part #119 (Out)
part#120 (In.)
Part #61(Stile)
Parts#31 & 432
(Corn. & Fxd Mount)
Part #61
r07ECHNOLOCWDRNE DP AND ANCHORAGE
MICE. FL 3r276 ra°
SERIES 770 AL UM. SGD - I.M IMPACT
cea.. OFAum. �2g2ett��J�SC6770�NTS 1 8 - 221PGfO130- 221PGTO130
TART F _'AA'
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-2-1/2'
+40.67
Medium -3414'
+60.0
High-4'
+90.0
SEE NOTES 1-3
OH LENGTH F►
2
= of OH RATIO a 1
_L
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16.0629.06
Explratlon Date 02/17/2020
By
MlamV-13 f 'Product Contror
A. LYNN MILLER, P.E.
P.E.# 68705
SEE
SPLICE
NO FRAME "7+8" P-HOOK ANCHORAGE CONSISTS OF:
JAMB (7) P-HOOK ANCHORS,
REQUIRED @ ,
(PERPENDICULAR TO GLASS
NOTE,
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
THIS
POCKETS AND
SHEET
SEE POCKET (8) P-HOOK __
_
JAMB MOUNTING
INSTALLATION, ADAPTER 6" MAX
THIS SHEET ANCHORS MIDWAY I 1
$ SHEET 14 BETWEEN P-HOOK ®'
ANCHORS & AT 3" i
FROM TOP & I
BOTTOM o 14"
SEE "C5" CLUSTER MAX. UNIT WIDTH SEE'C5" CLUSTER DETAILS,
DETAILS, SHEET 10 FOR REQUIRES "C6' SHEET 10 FOR INTERLOCK
INTERLOCK 60u NOM. CLUSTER, SEE 2
\ I PANEL WIDTH III+ DE/TAILS, SHEET 11 x x
. X.x x X -F--�! X ,x x ..X \xXx/ x X
O I L- 3" MAX.
0
• .. j j S MAX. O.C. ' I
4.051" "MAX. TO OPENING 1 m 0 ®I i 14" MAX. O.C.
EDGE OF POCKET SEE I a
INSTALLATION ion I®I
24" MAX.
O.C.
24' MA
O.C.
60"
NOM.
PANEL
WIDTH
M�
SEE'C5"CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
4' MAX. O.C.
x� • 1
4 PAIRS OF
=FRAME
x
ANCHORS
ANCHORS
96"
(TOTAL 6
UNIT
21' MAX.
ANCHORS)
= P-HOOK
HEIGHT
D.C.
PERJAM13
ANCHORS
x
x�
(SEEJAMB
DETAIL
DETAILS 'Jc' &'KC',
� 0
m
o= P-HOOK
BELOW)
END PANEL
-ANCHORAGE
SHEET 14 & PART i � �
DETAILS'J"&'K', !' j
®i
j I
i i
° 3•MAx
;I
MOUNTING
ADAPTER
x
(2 ANCHORS)
SHEET 19 FOR In. 1-�m
l
I
ANCHORS
-
x
'+2
P-HOOK L---------
ANCHORS
`'
x, x X
x x
- x
x x x x
'
x
x x
x_
x� ✓END PANEL
ANCHORAGE
END PANEL"
ANCHORAGE
`--� x x
x x • x Xx
xxx X , x
x x x 6' MAX ANCHORAGE (SEE
SKETCH BELOW)
(SEE SKETCH BELOVI)
"rZ.
�•r2°"r2''r2'
"+2-
CENTERLINE
6"X•�
ANCHORAGE
ANCHORAGE ANCHORAGE ANCHORAGE
ANCHORAGE
OF PANEL 1
2.04"
EXAMPLE: 5-PANEL 2 TRACK 90' OUTSIDE CORNER - pXX=O - EXT. MOUNT POCKET ANCHORAGE PLAN:
60"
x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
6"
SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES:
ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
AS NEEDED TO ALIGN THE
2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
EXTERIOR
HEAD OR SILL IF A SPLICE
CENTERLINE OF
HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21"
E�—
OCCURS AT THE P-HOOK.
INTERLOCK
APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX
SEE "C5" CLUSTER
ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
'DETAILS, SHEET 10
ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
FOR INTERLOCK
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
5.64"
"+2"ANCHORAGE
REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT
,F rMA
6" MAX.
PRODUCT REVISED
REQUIRED AS PER THE FIGURE AT RIGHT:
as complying with the Florida
CENTERLINE
JAMBS & P-HOOKS; 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR 2-TRACK
Codoo. 16.0629.06
OF PANEL 2
O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE
FRAME JAMB
NOA-OA�tng
_
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
Expiration Date 02/17/2020
REQUIRES
•+2" ANCHORAGE SEE"CS'CLUSTER END PANEL
CENTERLINE CENTERLINE
By
"C6" CLUSTER SEE OF DETAILS, SHEET 10 OF ANCHORAGE
DETAILS, SHEET 11 FOR ASTRAGAL (2 ANCHORS) g"
INTERLOCK ASTRAGAL
.,ca" — I i � as„ I i � MAX. �
Miami ad roduet Control
mi
,•;I!i
•
o
—1�
.. ... p;.
\ ' � 7 '>
a
• •
L
EXTERV IOR
CENTERLINE •+2" ANCHORAGE CENTERLINE
"+2" ANCHORAGE OF PANEL b
'
OF PANELL 4E
��'
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
�,I ::•, -
or
ANCHORAGE SPACING & EXAMPLE PLANS
' �'' ' ::'•'y'
er-
m
w ,a x
taro R°LocrnRn�
7 <a
1 VEMCHfL31275
SERIES 770ALUM, SGD — LM IMPACT
"
^^^ •
x=
caaryaeo-rcpo
s"•iMe 4 — y'""` _7w"
A. LYNN MILLER, P.E.
0m"m ey.
JR
o.ee
f0/10/14
aaexae
oao:
CERT. OFAUTH. 0792de
®
SGO.770
NTS
9 d 22
PGTO130
B
P.Edi 58705
do
ASTRAGAL OR SPLICE LOCATION
INTERLOCK---{ IF NEEDED
CENTERLINE I
3.5"
1.76"
V*DIA2.04"
3.5"
v 2-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4')
ASTRAGAL OR SPLICE LOCATION
INTERLOCK --IF NEEDED
CENTERLINE I
0
4.08
I
r
EXTTEIR,IOR 7'
v 3-TRACK FRAME HEADISILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK ---I NEEDED
CENTERLINE
4-TRACK FRAME HEADISILL
P ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
INTERLOCK-1 CONDITION, USE INTERLOCK IF NEEDED
CENTERLINE 'C6'CLUSTERDETAIL) CENTERLINE
1.76'
44-DLAG
7" 3.5"
W33..
2.04" 4
EXTERIOR EXTERIDR a�—n
0 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL
(a) ASTRAGAL OR INTERLOCK (a) ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6')
EXTERIO
ID
ASTRAGAL OR (FOR SPLICE
INTERLOCK 1 CONDITION, USE
CENTERLINE C6' CLUSTER DETAIL)
3.5"
2.04"
4.08"
R 4" DIAG. EX
7'
3-TRACK FRAME HEAD/SILL
(rD ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR II (FORSPLICE
INTERLOCK CONDITION, USE
CENTERLINE 1 "C6' CLUSTER DETAIL)
35' t---
EXTERIOR
10,
4-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED. 'CS')
VEMCE FL 34275
CER7: OFANDL=9296
ASTRAGAL OR SPLICE LOCATION
INTERLOCK -`IF NEEDED
CENTERLINE 1-1 3.5" I ,_
3-TRACK FRAME HEAD/SILL
0) ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR (FOR SPLICE
INTERLOCK- CONDITION, DO NOT
r`FNTCPI INF USE THIS DETAIL)
1
2.04'
EXTERIOR
u
.04'
2.04'
EXTei
21" E
MAX.
O.C.
5.64"
6" MAX am f
F-2-TRACK
FRAMEJAMB
ANCHOR PAIR
DIAG.
2.04°
wR
6" DIAG.
21"
ExrrRIOR
MAX.
O.C.
5.64"
W MAX.
4-TRACK
6" DIAG. FRAME JAMB
EXTERIOR `T ANCHOR PAIR
204"
ANCHORS MAYBE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX TRACK (INT. SHOWN)
O.C.
5.64° NOTES:
LI: 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
6° MAX ALLOWED.
2. FOR HEAD OR SILL SPLICE
t 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHOR PAIR P-HOOK SEE SHEET 9.
FOR SPLICED
CONDITIONS ONLY:
3.5"
SPLICE LOCATION
�IF NEEDED
4-TRACK FRAME HEAD/SILL
(al ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
=RIES 770 ALUM. SGD - LM IMPACT
sao-na NTS 10 -22jn� PGTOISO
PRODUCT REVISED
as eomplying with the Florida
Building Code
NOA-No. 16-0629.06 -
Expiration Date 02/17/2020
By
Mlaml-Da�'product Control
r
lk
2.04'
2.04'
INTERIOR
INTERIC
s.1z'
4" DIAG.
6.12^
!
INTERIOR
EXTERIOR
I J _, 3.5" l� 4"
2,04" ExTEwoa /\J`
90' CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4')
4.08"
INTERIOR
4"
INTERIOR �\
4.08"
6.12"
14' DIAG.
7' /'\
J �—�7 3-- � 4"
2.04" 7" —^ I
EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6°)
iEXTERIOR
3.5" INTERIOR
4.08"
INTERIOR 2.04'
8.94"
3.5"
pEXTERIOR
4" DIAG.
2.04" J EXTERIOR 4" .
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "M
INTERIOR
4 08"
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MINIMUM
ALLOWED.
2. DETAILS DEPICT ANCHOR
QUANTITY AND SPACING,
AND WOULD BE IDENTICAL
4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
"+1"ANCHOR
8.94'
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, 'CT)
°+1"ANCHOR
7.41'
3.5' N 4" I ' X �1 3� \�"
EXTERIOR 7° EXTERIOR (� 7" 4"
90° CORNER 135° CORNER
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)
INTERIOR 6.12" INTERIOR
.044" EXTERIOR 5.88"INTERIOR7R g0 J22"
" 135° 7' A
2.04" J I I —•-I 3� 4"
EXTERIOR 7"
90°CORNER
4-TRACK FRAME HEADISILL
CZ' ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
6.12'
4"DIAG. J--- 3.5'
EXTERIOR a4"
("C8" ANCHOR CLUSTER REQUIF
AT ALL 4-TRACK CORNERS)
1070 TECHNOLOGYI
N. V04106 FL 34276
CERT. OFAU7M p29M
E%TERIOR
CENTERLINE
OF PANEL
INTERIOR ALL "+2" ANCHOR
EXTERIOR
VIEWS
4"DIAG.
2.04"
12" 3.5"
CENTERLINE
OF PANEL
2.04" +3" ANCHOR
4.08"
EXTERIOR
3.5" I
2 04' CENTERLINE
OF PANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
SERIES 770 ALUM. SGD - LM IMPACT
r"hswm.r aw: w.e m.nprm.
scD77o NTS 11 d 22 PGT0130
CENTERLINE
OF PANEL
"+2" ANCHOR
2.04"
4"DIAG.
3.5° I
CENTERLINE
OF PANEL
'+3" ANCHOR
2.04" 4" DIAG.
3.5"
7°
l� CENTERLINE
I OFPANEL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
as comp)ying with the Florida
Building Code
NOA-No. 16-0629.06
Expiration Date 02/17/2020
BY
Miam(-D.0d"roduct Control
A. LYNN MILLER, P.E.
P.E.058705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A. SHEET 1
JIMMA
EXTERIOR 2-1/16"'
o MAX
_ 1 SHIM EXTERIOR
AARFI'fAACA1T• 1—� —T a T
TABLE A,J I d
SHEET
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
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16" `
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A. SHEET 1
114° 2-1116"
MAX.
SHIM EXTERIOR
a
2X WOOD /WOODANCHORTYP.,
TYP., SEE ANCHOR L SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
3-TRACK FRAME HEAD
EWOOD INSTALLATION
METAL TYP., SMS ANCHOR TYR,
SEE ANCHOR SEE ANCHOR NOTES
NOTE 4, SHEET 1 & TABLE A, SHEET 1
4-TRACK FRAME HEAD
Gv� METAL INSTALLATION
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD
SEE ANI&SHEET
JINOTE
YP., SEE ANCHOR SEE ANCHOR NOTES TYP SEE ANCHOR
& TAB3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE
SEEANCHOR ANCHOR ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (1/4" MAX.) SHEET 1 J SHEET 1
-7}- (1/4" MAX.) •-( (1/4" MAX)
EXTERIOR I '— EXTERIOR EX7ERIOR�[
a 2-1/16"• 1 I a 2-1/16"" I 1�12-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
Ow WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
EDGE DISTANCE:
TYP., SEE ANCHOR
SEE TABLE A
NOTE 3,SHEET 1
SHEET
2-1 /16" •
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR -
D
1/4" MAX. SHIM
I
F►
ja 2-TRACK FRAME JAMB
\@w,l WOOD INSTALLATION
EDGE DISTANCE: �4—
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
3-TRACK FRAME SILL
W WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
2X WOOD
O
SEE TABLE A,
TYR, SEE ANCHOR
SHEET
NOTE 3, SHEET 1
r
2-1/16" '
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
1/4" MAX SHIM I
I --
3-TRACK FRAME JAMB
HW WOOD INSTALLATION
VENICE rL34275
059r. OFAUTM 02M6
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
114" 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.
SMS ANCHOR TYP., METAL TYP.,
SEE ANCHOR NOTES SEE ANCHOR
& TABLE A, SHEET 1 7NOTE 4, SHEET 1
AZ\4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
METAL TYP.,
SHEET 1
SEE ANCHOR
NOTE 4, SHEET 1
2-1/16"'
SMS ANCHOR TYR,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF 3
THREADS
EXTERIOR
BEYOND THE
METAL
SUBSTRATE
1/4" MAX SHIt
16r-4-TRACK FRAME JAMB
Iw METAL INSTALLATION
ANCHORAGE DETAILS
ERIES 770 ALUM. SGD - LM IMPACT
soarro NTS 12 122jo`ft PGTO130
"DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
DETAILS, SHEETS 10 & 11.
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
PRODUCT REVISED
as Com Iyln wlth the Florida
6uliding Code
NOA-No. 16-0629.06
Expiration Date02/17/2020
By
MiamFDb�roduct Control
•.......... ize
�� Tr 'OF j
S,S/ONF�L }.,; .
A.L%R MillE F``P.E
P.E.4587115
INSTALLATION DETAILS
CONCRETE EDGE DISTANCE: SEE
PER TABLE TABLE A, SHEET 1 CONCRETE
A, SHEET 1 + 2-1/16"' PER TABLE
A, SHEET 1
EXTERIOR rT '�`s'. `', .�...•:,'. . ';�
ABEDM M: 11/4" E�
EE TABLE A, —1 MAX.
SHEET 1 SHIM
PROPERLYSE IIREDIX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
2-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET
1 (1/4" MAX.) 7}
EXTERIOR I
2-1/16
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1 CONCRETE
2-1N8"• PERTABLE
A, SHEET 1
:IOR
MA '� EXTERIOR
� MAX.
SHIM
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
3-TRACK FRAME HEAD
Bc CONCRETE INSTALLATION
- EMBEDMENT: SEE TABLE A. SHEET 1
NOTES:
EDGE DISTANCE:
1. ALL DIMENSIONS
SEE TABLE A, SHEET 1
SHOWN ARE BASED
2-1/16"
ON MIN. ALLOWED.
1/4"
• DIAGONAL O.C. IS
fMAX.
SHIM
MIN 4" (HEAD $SILL)
OR6"(JAMB)SEE
rmirtr
DETAILS, SHEETS
10 & 11.
PROPERLY SECURED 1X CONCRETE ANCHOR TYR,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1
4-TRACK FRAME HEAD
Cc CONCRETE INSTALLATION
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYR, SEE
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEETI ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR SEE ANCHOR
NOTE 5, NOTE 5,
SHEET 1 SHEET 1�
(1/4" MAX.) I (1/4" MAX.)
EXTERIOR I L
2-1/16"'
EXTERIOR I !-
�2-1/16" "
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE:
SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
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
EMBEDMENT: SEE
�I
TABLE A, SHEET 1
PROPERLY SECURED
EDGE DISTANCE:
1X WOOD BUCKTYP.,
k
SEE TABLE A,
SEE ANCHOR NOTE 3,
SHEET 1
SHEETI
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEETI
CONCRETE
EXTERIOR
OR CMU
�71/4"
II
PER TABLE
MAX. SHIM
A, SHEET 1
2-TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATIC
SEE
TABLE A,SHEET1
TABLE A, SHEET 1
EDGE DISTANCE:
CONC./CMU ANCHOR
SEE TABLE A,
TYP.. SEE ANCHOR
AJ
SHEET 1
NOTES & TABLE A.
1
SHEET
t
2-1/16"•
PROPERLY SECURED
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3,
CONCRETE
SHEET 1
OR CMU
EXTERIOR
PER TABLE
114" MAX. SHIM - ► 11--I
'
A, SHEET 1
®3-TRACK FRAME JAMB
He CONCRETE/CMU INSTALLATION
VEMCF, FL 34M
CERT: OFAGTH. rM98
DISTANCE:
PROPERLY SECURED
SEE TABLE A,
1X WOOD BUCK TYP.,
SHEET 1
SEE ANCHOR NOTE 3,
SHEET I
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET CONCRETE
OR CMU
ExTEwoR r': PER TABLE
J L A, SHEET 1
1/4" MAX. SHIM I
da 4-TRACK FRAME JAMB
Ic CONCRETE/CMU INSTALLATION
ANCHORAGE DETAILS
m:
SERIES 770 ALUM. SGD - LM
SGo-no I NTS L 13 a 22 1 PGTO130
CONCRETE
PER TABLE
A, SHEET 1
PRODUCT REVISED
as comp)ying with the Florida
Bu,,ding Code
HOA-No. 16.0629.06
Expiration Date 02117/2020
By
Miam -D Product Control
III!/iT',
Nc.5670c
ST�2
r'AiLipN R,P.•--
P:E.k *,aYus
16.
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER
0 o WOOD ANCHOR TYR, INFILTRATION
SEE ANCHOR NOTES
EMBEDMENT: & TABLE A, SHEET 1
SEE TABLE A, 28 (ALSO SEE TYP.
SHEET 1 ILLUSTRATION, SHEET 9) 1
G . DISTANCE: SEE
L TABLE A, SHEET 1 EMBEDMENT:
26 SEE TABLE A,
EXTERIOR S14EET.1
PHOOK WOOD ANCHOR TYP., P-HOOK
SEE ANCHOR NOTES
& TABLE A, SHEET 1 CONCRETE OR,.,
(ALSO SEE TYP. CMU PER TABLE
ILLUSTRATION, SHEET 9) 2.693" MIN. A, SHEET 1
EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
L-PARTS #1 B, #20, #22 OR #24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEE ANCHOR
P-HOOK MOUNTING CONCRETE OR
NOTE 4, SHEET 1;
MIN. OF 3 THREADS
EMBEDMENT: SEE ADAPTER SMS
TABLE A, SHEET 1 [— ANCHOR TYP., SEE CMU PER TABLE
A,SHEETI
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
28 & TABLE A, SHEET 1 EMBEDMENT:
(ALSO SEE TYP.
ILLUSTRATION, SEE TABLE A,
EMBEDMENT.,
SHEET 9) SHEETI
SEE TABLE A,
GE DISTANCE: SEE
SHEET 1
T BLE A, SHEET 1
P-HOOK SMS ANCHOR TYP., EXTERIOR
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(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 1 A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
1070 TEcrwoLosyi
N. VENICA A. 34275
CERr. OFAUTN. A29298
2.693" MIN.
'EDGE
DISTANCE
CONCJCMU
ANCHORTYP„ SEE
26
ANCHOR NOTES &
TABLE A, SHEET 1
1-1/4" MIN. EDGE DISTANCE
gY.-
EXTERIOR
28
P-HOOK MOUNTING
ADAPTER CONCJCMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A SHEETI
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
FOR USE WITH ANY SILL RISER
®P-HOOK
Jc PARTS #18. #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
EMBEDMENT: SEE
TABLE A, SHEET 1
P-HOOK MOUNTING
ADAPTER CONCJCMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
A, SHEET 1
i+•'.-:'.:..:.'., :::
' `'1 "
,•.
(ALSOSEETYP.
ILLUSTRATION, SHEET 9)
ni-
IN. EDGE DISTANCE
P-HOOK CONC./CMU EXTERIOR
ANCHOR TYP., SEE I I
ANCHOR NOTES &TABLE V
A, SHEET 1 2.693" MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
®P-HOOK FOR USE WITH BOX SILL RISERS
Kc PARTS 419, 921, #23 OR #25,
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
ANCHORAGE DETAILS
SERIES 770 ALUM, SGD - LM IMPACT
® ay.ama sus s+..e a+Mnow
sao-na NTS 1 14 - 22 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. 16-0629.06
Expiration Date 02/17/2020
By.
MIamI-Daite'P"roduct Control
C •... ( ,.
�`Cr-NS
%lLLYiJN �14LEFf; P.E.
REA50705
1. 14
CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'Aw' &'AC',
SHEETS 12 & 13
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE OP/ANCHOR
TABLES, SHEETS 6-6 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' &'De, SHEETS 12 & 13
PANEL CORNER
DETAIL
MAX. UNIT_
WIDTH
MAX.
DLO-
-WIDTH
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
PANEL
PANEL'
PANEL
TYPE
TYPE
PANEL
f
TYAPE
QS'
'AS'
TYPE
NOM.
MAX. UNIT
M
PANEL
PANEL
MAX-
DLO
HEIGHT
PER
WIDTHTYP.
HEIGHT
SEE
PER
HEIGHT
TABLES
NOTE 2
TA:�j
1�b
a
P10 X 1-112"
PH SMS
90°
EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
FRAME CORNER
Part#
Description
Material
124
Kommeriing 4SG TPS Spacer System
125
Quanex Super Spacer nXr with Hot Melt Butyl
See this
Sheet for
126
Quanex Duraseal Spacer
Materials
127
Cardinal XL Edge Spacer
nerenervce I ea i rcer�rti a: r i �roi u, onoo a w, u
1j, C
JR S'N52016 I
wwae
8 ADDED SPACERS.
SILICONE STRUCTURAL
IRS POLYISOSUTYLEN
WITH DESICCANT
EXT. GLASS
X 1°
ISMS
STRUCTURAL
SILICONE
1/4' NOM. FOAM
WITH
DESICCANT
EXT.GLASS—v
IIDTH
EXTERIOR
90°
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGE SHEET II
INTERLOCK DETAIL
'M', SHEET 19
EXTERIOR INTERIOR
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
GW &'Ge, SHEETS 12 & 13
DLO WIDTH= NOM. PANEL WIDTH -7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
HOT -MELT BUM
_ �.116' NOM.
Z `INT. GLASS G(U� DINT. GLASS
12q KODISPACE 4SG TPS +zs SUPER SPACER@ NXT Tn
ALUMINUM
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
BurySEAL5116'NOM.
5/16' NOM. REAL
B -
S _ SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS
_ EXT. GLASS ,
LINT. GLASS \.-INT. GLASS
+ze DURASEALO SPACER +z7 XL EDGET"SPACER
070 rECH&OaoarORIVE ANCHORAGE DETAILS / EXAMPLE ELE
L VENICE, FL 34275 me
W1)480-1600 SERIES 770 ALUM. SGD - LM IMPACT
CERT. CFALIM. C2 M ® s r TUTS 1 15 a 22 0+""o PGT0130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No, 16-0629"06
Expiration Data02/17/2020
By j
Miami-0a5p-P76duct Control
�1•z..i11 .�:
A. LYNN MILLER, P.E.
REX 58705
r
CON FIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
��'M', SHEET 19 OPERABLE JAMB DETAIL'GT, SHEET 18;
INSTALLATION DETAILS'Gw' &'Ge, SHEETS 12 & 13 HEADER DETAIL W, SHEET 18; M
AX
/FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAII'A', SHEET DLO JAMB DETAIL'G3', SHEET
LLL INSTALLATION DETAILS'AW &'Ac', WIDT SHEET 18: INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS 18; INSTALLATION DETAILS
DETAILS'Gv/ &'Gd, L2, SHEET 19 Aw' &'Ac', SHEETS 12 & 137 SHEETS 12 & 13 �` g'�'Gv/ &'Go', SHEETS 12 & 13
SHEETS 12 & 13 _- i 90° I �` ,
[G.HW
PANEL PANEL PANEL
TYPE TYPE TYPE
'L' 'D' 'A'
NOM. / /UN
PANELHPE
WIDTH TYP. PER SEE TAB
TABLES1-3 NOTE 2, 1SHEET15
a a
MAX. UNIT WIDTH
PANEL
TYPE
MAX. I ,A,
IT
GHT SILL DETAIL
ES 'D', SHEET MAX.
18:
3 INSTALL DLO
HEIGHT
DETAILS
SHEETS 12 b
i &13, X
PANEL PANEL
TYPE TYPE
'CS' QS'
NOM. /
PANEL f
DTH TYP.
PER
JBLES 1-3
a x
PANEL
TYPE
K' MAX.
UNIT
/ HEIGHT
SEE PER
TABLES
NOTE 2, 1-3
BEET 15
a
L SEE FRAME & �� I1
PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dv/ &'De, 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'IW &
/-, L2, SHEET 19� 1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13�
HEADER DETAIL "
'B' SHEET 18; 1 1
INTERIOR
INTERLOCK DETAIL
M'. SHEET 19
90' OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNERANCHORAGE
SHEET 11
INTERIOR
EXTERIOR
wlNOM. PANEL
WIDTH TYP.
PER TABLES
1-3
MAX. UNIT WIDTH
JAMB DETAIL'H2', SHEET P-HOOK DETAIL J & K, SHEET INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', 18; INSTALLATION DETAILS
'Hw' &'Hc', SHEETS 12 & 13 'Jc','Kw' & We, SHEET 14 DETAILS'Bw' &'Be, DETAILS'Iv1 &'Ic', SHEETS 12 & 13
SHEETS 12 & 13 Cw' &'Cc', SHEETS 12 & 13
MAX
HEI
P
TAI
f� MAA. UNII VVIUIn ---
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
'R' 'L' M' F
HTIT PANEL ° a
ER WIDTH TYP. ¢ I
3LES MAX / /SEE PER / z
-3 DLO NOTE 2, TABLES 1-3
HEIGHT SHEET 15
I
1
L I— — O x X X
-----6 .
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;J
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'Ew' &'Ed, SHEETS 12 & 13
CERT. OPAUTH. 529296
Ir— MAX. UNIT WIDTH
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
M' IF IF 'P'
NOM. UN
PANEL HEI
/ / WIDTH TYP. / PE
SEE MAX. PER TAB
—NOTE 2 DLO TABLES 1-3 1
SHEET 15 HEIGHT
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
PRODUCT REVISED
s complying with the Florida
Ax Bulldln9 Code
IT NOA-No. 16.0629.06
GHT Expimtlon Date02/17/2020
ES By
Miaml-Doa uct Control
-A,
0 ,t ....
SILL DETAIL'F', SHEET 18; c =
INSTALLATION DETAILS
'Fw' &'Fe, SHEETS 12 & 13
SERIES 770 ALUM. SGD - LM IMPACT
S47D•770 NTS i8 a 22 PGT0130
Fl rnnF,
A. LYNN MILLER RE
P.E.# 58705
PANEL
TYPE
MAX. I ,A,
IT
GHT SILL DETAIL
ES 'D', SHEET MAX.
18:
3 INSTALL DLO
HEIGHT
DETAILS
SHEETS 12 b
i &13, X
PANEL PANEL
TYPE TYPE
'CS' QS'
NOM. /
PANEL f
DTH TYP.
PER
JBLES 1-3
a x
PANEL
TYPE
K' MAX.
UNIT
/ HEIGHT
SEE PER
TABLES
NOTE 2, 1-3
BEET 15
a
L SEE FRAME & �� I1
PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dv/ &'De, 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'IW &
/-, L2, SHEET 19� 1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13�
HEADER DETAIL "
'B' SHEET 18; 1 1
INTERIOR
INTERLOCK DETAIL
M'. SHEET 19
90' OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNERANCHORAGE
SHEET 11
INTERIOR
EXTERIOR
wlNOM. PANEL
WIDTH TYP.
PER TABLES
1-3
MAX. UNIT WIDTH
JAMB DETAIL'H2', SHEET P-HOOK DETAIL J & K, SHEET INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', 18; INSTALLATION DETAILS
'Hw' &'Hc', SHEETS 12 & 13 'Jc','Kw' & We, SHEET 14 DETAILS'Bw' &'Be, DETAILS'Iv1 &'Ic', SHEETS 12 & 13
SHEETS 12 & 13 Cw' &'Cc', SHEETS 12 & 13
MAX
HEI
P
TAI
f� MAA. UNII VVIUIn ---
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
'R' 'L' M' F
HTIT PANEL ° a
ER WIDTH TYP. ¢ I
3LES MAX / /SEE PER / z
-3 DLO NOTE 2, TABLES 1-3
HEIGHT SHEET 15
I
1
L I— — O x X X
-----6 .
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;J
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'Ew' &'Ed, SHEETS 12 & 13
CERT. OPAUTH. 529296
Ir— MAX. UNIT WIDTH
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
M' IF IF 'P'
NOM. UN
PANEL HEI
/ / WIDTH TYP. / PE
SEE MAX. PER TAB
—NOTE 2 DLO TABLES 1-3 1
SHEET 15 HEIGHT
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
PRODUCT REVISED
s complying with the Florida
Ax Bulldln9 Code
IT NOA-No. 16.0629.06
GHT Expimtlon Date02/17/2020
ES By
Miaml-Doa uct Control
-A,
0 ,t ....
SILL DETAIL'F', SHEET 18; c =
INSTALLATION DETAILS
'Fw' &'Fe, SHEETS 12 & 13
SERIES 770 ALUM. SGD - LM IMPACT
S47D•770 NTS i8 a 22 PGT0130
Fl rnnF,
A. LYNN MILLER RE
P.E.# 58705
PANEL PANEL
TYPE TYPE
'CS' QS'
NOM. /
PANEL f
DTH TYP.
PER
JBLES 1-3
a x
PANEL
TYPE
K' MAX.
UNIT
/ HEIGHT
SEE PER
TABLES
NOTE 2, 1-3
BEET 15
a
L SEE FRAME & �� I1
PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dv/ &'De, 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'IW &
/-, L2, SHEET 19� 1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13�
HEADER DETAIL "
'B' SHEET 18; 1 1
INTERIOR
INTERLOCK DETAIL
M'. SHEET 19
90' OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNERANCHORAGE
SHEET 11
INTERIOR
EXTERIOR
wlNOM. PANEL
WIDTH TYP.
PER TABLES
1-3
MAX. UNIT WIDTH
JAMB DETAIL'H2', SHEET P-HOOK DETAIL J & K, SHEET INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', 18; INSTALLATION DETAILS
'Hw' &'Hc', SHEETS 12 & 13 'Jc','Kw' & We, SHEET 14 DETAILS'Bw' &'Be, DETAILS'Iv1 &'Ic', SHEETS 12 & 13
SHEETS 12 & 13 Cw' &'Cc', SHEETS 12 & 13
MAX
HEI
P
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PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
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3LES MAX / /SEE PER / z
-3 DLO NOTE 2, TABLES 1-3
HEIGHT SHEET 15
I
1
L I— — O x X X
-----6 .
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;J
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'Ew' &'Ed, SHEETS 12 & 13
CERT. OPAUTH. 529296
Ir— MAX. UNIT WIDTH
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
M' IF IF 'P'
NOM. UN
PANEL HEI
/ / WIDTH TYP. / PE
SEE MAX. PER TAB
—NOTE 2 DLO TABLES 1-3 1
SHEET 15 HEIGHT
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
PRODUCT REVISED
s complying with the Florida
Ax Bulldln9 Code
IT NOA-No. 16.0629.06
GHT Expimtlon Date02/17/2020
ES By
Miaml-Doa uct Control
-A,
0 ,t ....
SILL DETAIL'F', SHEET 18; c =
INSTALLATION DETAILS
'Fw' &'Fe, SHEETS 12 & 13
SERIES 770 ALUM. SGD - LM IMPACT
S47D•770 NTS i8 a 22 PGT0130
Fl rnnF,
A. LYNN MILLER RE
P.E.# 58705
INTERIOR
INTERLOCK DETAIL
M'. SHEET 19
90' OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNERANCHORAGE
SHEET 11
INTERIOR
EXTERIOR
wlNOM. PANEL
WIDTH TYP.
PER TABLES
1-3
MAX. UNIT WIDTH
JAMB DETAIL'H2', SHEET P-HOOK DETAIL J & K, SHEET INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', 18; INSTALLATION DETAILS
'Hw' &'Hc', SHEETS 12 & 13 'Jc','Kw' & We, SHEET 14 DETAILS'Bw' &'Be, DETAILS'Iv1 &'Ic', SHEETS 12 & 13
SHEETS 12 & 13 Cw' &'Cc', SHEETS 12 & 13
MAX
HEI
P
TAI
f� MAA. UNII VVIUIn ---
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
'R' 'L' M' F
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ER WIDTH TYP. ¢ I
3LES MAX / /SEE PER / z
-3 DLO NOTE 2, TABLES 1-3
HEIGHT SHEET 15
I
1
L I— — O x X X
-----6 .
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;J
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'Ew' &'Ed, SHEETS 12 & 13
CERT. OPAUTH. 529296
Ir— MAX. UNIT WIDTH
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
M' IF IF 'P'
NOM. UN
PANEL HEI
/ / WIDTH TYP. / PE
SEE MAX. PER TAB
—NOTE 2 DLO TABLES 1-3 1
SHEET 15 HEIGHT
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
PRODUCT REVISED
s complying with the Florida
Ax Bulldln9 Code
IT NOA-No. 16.0629.06
GHT Expimtlon Date02/17/2020
ES By
Miaml-Doa uct Control
-A,
0 ,t ....
SILL DETAIL'F', SHEET 18; c =
INSTALLATION DETAILS
'Fw' &'Fe, SHEETS 12 & 13
SERIES 770 ALUM. SGD - LM IMPACT
S47D•770 NTS i8 a 22 PGT0130
Fl rnnF,
A. LYNN MILLER RE
P.E.# 58705
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;J
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'Ew' &'Ed, SHEETS 12 & 13
CERT. OPAUTH. 529296
Ir— MAX. UNIT WIDTH
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
M' IF IF 'P'
NOM. UN
PANEL HEI
/ / WIDTH TYP. / PE
SEE MAX. PER TAB
—NOTE 2 DLO TABLES 1-3 1
SHEET 15 HEIGHT
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
PRODUCT REVISED
s complying with the Florida
Ax Bulldln9 Code
IT NOA-No. 16.0629.06
GHT Expimtlon Date02/17/2020
ES By
Miaml-Doa uct Control
-A,
0 ,t ....
SILL DETAIL'F', SHEET 18; c =
INSTALLATION DETAILS
'Fw' &'Fe, SHEETS 12 & 13
SERIES 770 ALUM. SGD - LM IMPACT
S47D•770 NTS i8 a 22 PGT0130
Fl rnnF,
A. LYNN MILLER RE
P.E.# 58705
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
PRODUCT REVISED
s complying with the Florida
Ax Bulldln9 Code
IT NOA-No. 16.0629.06
GHT Expimtlon Date02/17/2020
ES By
Miaml-Doa uct Control
-A,
0 ,t ....
SILL DETAIL'F', SHEET 18; c =
INSTALLATION DETAILS
'Fw' &'Fe, SHEETS 12 & 13
SERIES 770 ALUM. SGD - LM IMPACT
S47D•770 NTS i8 a 22 PGT0130
Fl rnnF,
A. LYNN MILLER RE
P.E.# 58705
0 ,t ....
SILL DETAIL'F', SHEET 18; c =
INSTALLATION DETAILS
'Fw' &'Fe, SHEETS 12 & 13
SERIES 770 ALUM. SGD - LM IMPACT
S47D•770 NTS i8 a 22 PGT0130
Fl rnnF,
A. LYNN MILLER RE
P.E.# 58705
SERIES 770 ALUM. SGD - LM IMPACT
S47D•770 NTS i8 a 22 PGT0130
Fl rnnF,
A. LYNN MILLER RE
P.E.# 58705
< . `
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
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EXTERIOR (#119) OR INTERIOR (#120) CORNER
ASTRAGAL L
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REVISED
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SILLRISER, FAT• SILL RISER, FLAT SILL RISER. FLAT SILL RISER, FLAT BuIlding Code
18• 20 22 24
#11B
EXT CORNER
/�
90RECENER
#61
CF
FLUSH, 1-1/2" LOW, 2-1/2" MEDIUM, 3-1/4" HIGH. 4" NOA-No. 16-0629.06
•76T Expiration Date 02/17/2020
—+{ jam— .750'ERIOR 8
I I
EXT CORNER #31
35 RECEIVER
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EXTERIOR EXTERIOR 750" EXTERIOR 062• •�2� Miami-0ad roduet Control
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SILL I ER, BOX _�
BOX SILL 23. 25 SILL RISER,
19•
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' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8
j�A: OF !�
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1070TECNNOLOGYOR!✓E
N. VEN'Ct; FL 36275
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ASSEMBLY DETAILS
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Gt
2-TRACK JAMB
1os 6" LONG CLIP #105
W/ RETAINER #106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
FLEXTERIOR
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#t0X314-
123 FULL LENGTH
2-TRACK JAMB
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CLIP #80 OR #105
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°C
WITH
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MIDSPANFIXED
PANEL TO
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.R,EXTERIOR
EXTEF
G
SHOWN WITH
OPT.SCREEN
TRACK
EXTERI
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gat -TRACK W/SCREEN
A FRAME HEAD
2--TRACK W/SCREEN
0 FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
kz/ ea
G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
15
112 ah
40 G4
2-TRACK JAMB
51 52 W/SCREEN
53
VEXTERIOR
3 v
113 5
EXTERIOR �
a
E 3-TRACK
B FRAME HEAD
FULL PANEL JAMB LENGTH
LOCK PAR
75 & 107.11
17
10 OR 6'1
18
5
5 SEE DETAIL G1
FOR FIXED
Bo PANEL CLIP
LOCK PART
75 & 107-110
SEE DETAIL G2
103
FOR FIXED 5
s0 OR s1
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103
5
10
17
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�EMERIOR
3v-TTRACKJAMB 3-TRACK JAMB 4-TRACK JAMB
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E'4-TRACK JAMB
12 (SHOWN WITH
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THE EXTERIOR) THE INTERIOR)
EXTERIOR
a
EXTERIOR EXT
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IjR43-TRACK
E FRAME SILL
iWOTEGYDRIVE
N. VENICF, FL 34275
/sst}ae0.1600ataroD
CERT. OFADTN.6Y3256
MAX. UNIT
HEIGHT PER
TABLES 1-3
4 TRACK
F FRAME SILL
=RIES 770 ALUM. SGD - LM IMPACT
amain our• s.�e. �waraa
Sao -no NTS 18 A 22 PGTO130
PRODUCT REVISED
as complyingg with the Florida
Bulltlfng Codo
NOA-No. 16.0629.06
Expiration Date 02/17/2020
By
Miaml=Da�dProduct Contra
Ue �1
A. LYNN MILLER. P.E.
P.E.06B70s
c " 0,
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
V EXTERIOR
�P-HO
L
NO
EXTERIOR
a
4 INTERIOR
INTERIOR
EXTERIOR
INTERLOCK
fi7
66
ASTRAGAL
e
ER
INSIDE
2T
(HEAVY-DUTY
S ITEM #61SHOWN,
L1 WITH STANDARD STILD ES
WITHEAVY-DUTY STILES #61
N1 2 TRACK SHOWN
N2 RACK HOWNER
STILE) SHOWN, ITEM #60
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(STANDARD STILE) ALSO
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
APPLICABLE, SEE TABLES
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
1-3, SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
STIES.
135- OUTSIDE CORNER
of 2-TRACK SHOWN
L VEMC& FL 34275
901J<e0-1600
CERT. OFAUTH. OM
4 INTERIOR
ER/ES 770 ALUM. SGD - LM IMPACT
.um.r sm.: — aewaM,
5GD-M NTS 19 d 22 PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0629.06
Expiration Date 0211712020
ey
Mlom7Product Control
Ib : • J.
A. LYNN MILLER, P.E.
P.E.# 58705
c ►
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 56-59, 66. 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3116" MASONRY
ANCHORS Q 2,4' MAX. O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0629.06
ExplraUon Data 02/17/2020
By
Miami- a roduct control
-
Rem
Dwg #
PET#
Descri
1DT07ECHNOLOGYaRNE
N. VENICB R. 3427b
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CERT-OFAUTK#22W6
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PARTS LIST
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P.E.#96705
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1
17308
817306
2--TRACK HEAD
2
17303
817303
2--TRACK HEAD WITH SCREEN RAL
3
17309
81T309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
5
17314
817374
FRAME SCREW COVER
6
17317
817317
FRAME HEADJJAMB ADD4)N
7
17304
817304
2-TRACK SILL
8
17301
817301
2--TRACK SLL WITH SCREEN RAIL
9
17307
617307
3-TRACK SLL
10
17310
617310
4--TRACK SILL
11
17313
817313
FRAME SILLTRAq( INSERT
12
17315
817315
FRAME SILL SCREEN ADD -ON (SEE NOTE 3)
13
17316
817316
FRAME SILLSCREEN ENDADD-0ON (SEE NOTE 3)
14
17305
617305
2--TRACK JAMB
15
17302
817302
2--TRACK JAMB WITH SCREEN RAIL
16
17308
617308
3-TRACK.UVMB
17
17311
617311 -
47RACK JAMB
18
17322
817322
SILL RISER -FLAT, FLUSH, 1-1/2'
19
17319
617319
SILL RISER -BOX FLUSH, 1-1/2'
20
17321
817321
SILL RISER -FLAT, LOW, 2-112"
21
17318
817316
SILL RISER - BOX LOW, 2-1l2"
22
17355
817355
SILL RISER -FLAT, MEDIUM, 3-1/4'
23
17354
817354
BILL RISER -BOX MEDAIM, 3-1/4°
24
17323
817323
SILL RISER -FLAT, HIGH, 4'
25
17320
617320
50.L RISER -BOX HIGH, 4'
26
17333
817333
POCKETP-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
17334
817334
POCKET P-HOOK MOUNT
29
17335
617335
P-HOOK COVER
30
17348
617348
POCKET P-HOOK FOR BOXRISER
31
17378
8173T8
135 GARNER
32
17378
, 6173T6
735 FDC=O MOUNT
fIEMS 40-53
ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RA0.-LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
47818
SCREEN KEEPER SPACER SET
43
8152
B8152
SCREEN INTERLOCK ADAPTER
44
4428
84428
SCREEN DOUBLE NTERLOCK
45
4317
812258
SCREEN TOP RAIL
48
4318
012257
SCREEN BOTTOM RAIL
47
868
7SRAZ
STANDARD ROLLER
48
888
7SRAX
STANDARD ROLLER -ST. STL
49
4344
84344
SCREEN ASTRAGAL
50
17349
817349
Om SCREEN ASTRAGAL ADAPTER
51
1692
81692
SCREEN SPLINE -.185'
52
1694
81694
SCREEN SPLINE -.150'
53
81816C20
SCREEN CLOTH
54
1725
117' X4" X1/18' SET. BLOCK, NEOPRENE 85 H�
55
172fi
1" X4' X7/16' SET. BLOCK, NEOPRENE 85+/S
Item
pWg �
PGT#,
Description
60
17325
677325
PANEL STILE
61
17326
617328
PANEL STLE (HEAVY DUTY)
82
17327
817327
INTERLOCK ADAPTOR
83
1225
BTP248
VINYL BULB WSTP. -TH W INSIDE WTERLOCJC)
84
1729
71729
SILL END WEATHERSTRIP PAD
85
17328
817328
INTERLOCK SCREW COVER
6T
17329
81T329
ASTRAGAL '
68
17339
677339
HEAVY DUTY ASTRAGAL
89
17324
617324
TOP 8 BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (ItIJECfTON MOLDED)
7f
1695
71895
1-12' X 1' X3/d" HIGH FIN SEAL W Si PLUGS
72
8153
78153X
TANDEM ST. STL ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY,
74.
SLICONE
DOW-899, DOW-rJ950R GE-T/00
75
8185
78185X
GETdWI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
11032X1FPFX
#10-32X1"Il.SS SCREW W/TYPE "F'TIP
77
7103239
1032 STEEL ZINC 1YNUi
79
17357
617357
1" IG BEAD
BO
17359
617359
7/ifi°BEAD/ FUND PANEL CLIP
61
77360
81T380
Y78'BEAD
62
1224
BTP247K
VNYL BULB WEATHERSTRIP
83
81745
1745
LOWE NC, 1/2° X1/16' SGL SIDE ADH. TAPE, POLYETH.
100
8052
46052
ROLLER AOJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1896
71896
DUST PLUG
103
8166
78188X
1"KEEPER
104
853
7SOKEEP
SCREEN LOCK KEEPER
105
17344
611344
FDC_D PANEL CLIP-8"LONG
1G8
17352
817352
FOa:D PANEL RETAl1JER-9/18"
107
1739
71739
HANDLE KR'- NTERIOR RAISED WITH THUMB TURN
108
1740
71I40
HANDLE KR-RAEED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KIT -RECESSED INTERIOR WITH THUMB TURN
110
1732
78.178
HANDLE KR-RECESSED EXTERIOR PULL
111
710Xi4PPSDAX
#10 X 3/4° PH. PN. TEK- S.S.
112
1235
87578
WSTP, .2)0 X.170-FW SEAL
113
1T12
64088
.187'X230'FNSEAL
114
710X115PPX
#10 X 1-172'
115
710J0'PT
#10 X 1'
116
720X1X
#1440X1'S,S.
1 i7
720X712X
#14,20 X 1-i12' S.S.
118
17336
817330
90 DEGREE CORNER RECEIVER
119
17337
617337
90 DEGREE OUTSOE CORNER ASTRAGAL
120
17336
811733E
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
817352
FIXED PANEL RETAINER, 7/B'
0.060°
1211" 1.505"
t
0.081" O2-TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198"
rTTTIM--i
1.211"
1.181" O2-TRACK HEAD W/ SCREEN TRACK
(6003-T6 AL)
6.526'
0.080"
j4
1.505"
=6w=_j
3-TRACKSILL
(6063-T6 AL)
7.105" 6.221'
0.080'
7TFI 1.211" 1.505'
0.081" O 3-TRACK HEAD O 2-TRACK SILL W1 SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
i8"
2-TRACK JAMB W/
15 SCREEN TRACK
(6063-T6 AL)
1.36"
9.142" 4.49' 0.081"
0.080' c
1 211" 1.505"
-t c
0.081" O4-TRACK HEAD O7 2-TRACK SILL
(6003-T6 AL) (6063-T6 AL) c
0.060"
D.062" L
0.532" 0.760"
1.280"
y 0.060. 1.516" 1.990"
OADD -ON ]-EAD/JAMB SCREEN 12 ADD-0N ILL SCREEN • 13 FRAME END SILL SCREEN
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS
OR 3/16" MASONRY OR 3/16" MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24- MAX O.C.
CERT. OFAUM M296
7.105'
19 3 TRACK JAMB
(6063 T6 AL)
--1 1.36" r
-y 1.872"
D
0.062'
--4zj
1.019"
0.081 °
SCREEN
40 STILE
(6063-T6 AL)
5.069"
1.045"
1 99
0.062"
O14 2-TRACK JAMB
qs SCREEN
OTOP RAIL
(6063-T6 AL)
(6063 T6 AL)
17 4-TRACK JAMB
(6063-T6 AL)
SERIES 770ALUM. SGD - LM IMPACT
�.. o.--
.70 NTS 21 N 22 PGTO130
•--�1 0.875"
1.99-3-' 1
L 0.062"
SCREEN
BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
ao eomplyin with the Florida
Building Code
NOA-No. 16-0629.06
Expiration Date 02/17/2020
BY I-,-
Miami cf l6duct Contro
0.718" 0.83"
3.802" 2.304" 0.752" TL..
T- 3.802" ��
0.752"
0.574" 1.163"� 0.885°
0.062" 0.796"
0.080" 0.062"
0.264' T- 0.076" 0.233' 062'
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
s SCREW COVER 11 TRACK 2s P-HOOK 29 ADAPTOR 29 COVER 0.080" ao P-HOOK FOR BOX RISER
(6063 T6 AL) (6063-T6 AL) (8083•T8 AL) (6063 T6 AL) (6063-T6 AL) (6063 T6 AL)
4°
.080" 4'
2.30° 1.488'
1.739"
0.080
1:: �r
0.630" 0.062"
° 1.600 I 0.133" 1.600 '
I
2
1303'
.06
0.3
.016° 1.9.080' 1.870" 1.888° 25'
2.44' 3.125" 3.125" 0
INTERLOCK INTERLOCK
31 135° CORNER a2 135° FIXED MOUNT 60 STANDARD STILE s1 HEAVY DUTY STILE s2 ADAPTER ss SCREW COVER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL)
(6063-T6 AL) (6063-T6 AL)
3.979"
djLTf0,075"
1.645"
1 T
0.125"" 1
67 STANDARD ASTRAGAL
(6063 T6 AL)
0.281" ----1
68 HEAVY DUTY ASTRAGAL
(6063-T6 AL)
4.125"
t
5" 0.062"
1.304
F- 3.25"
69 TOP/BOTTOM RAIL
(6063-T6 AL)
.289" I ,611° I .4PO4E573
.045'
° �-
S GLAZINIG . O BEAD, FIXED 81 B/160 LAZING
EAD
(6063-T6 AL) PANEL CLIP (6063 T6 AL)
(6063-T6 AL) .
1.003"
1.03'
4"
7" � 0.080"
0.050"
705 FIXED 0.709"
PANEL CLIP 2.893"
(6063-T6 AL) 1.498" 0.133° 1.498"
0.080° 1
.550° 0.863 U L
0.709" 123 FDCED PANEL 5.621'
RETAINER.?/8° 2.826'
0.080" �I (6063-T6 AL) 11s 90" OUTSIDE CORNER ASTRAGAL
FIXED PANEL 116 90° CORNER RECEIVER (6063-T6 AL)
los RETAINER, 9/16" (6063 T6 AL)
(6063-T6 AL)
1070 TECHNOLOGYi
N. VENIM R. 34275
CERT. OFAUTH. Q2M8
5.621"
0.133"
4"
126 90° INSIDE CORNER ASTRAGAL
(6063-T6 AL)
ERIES 770 ALUM. SGD - LM IMPACT
W.77a 1 NTS 1 22 + 22 PGT0130
PRODUCT REVISED
s eom 1yln wlth the Florldn
Sullding Code
NOA-No. 16.0629.06
Explratlon Data 0211712020
By I
Mi2mi-0adwl�aduct Conteo