HomeMy WebLinkAboutNOA Aluminum Sliding Glass DoorM1AM1-DADS MIAMI-DADE COUNTY
Em 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.aov/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* & 1350 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 05105116, 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 NOA415-1013.15 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
DECOUNTY Y Expiration Date: February 17, 2020
o Approval Date: August 04, 2016
Pagel
t p
x>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-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)
Jorge M. Plasencia, P.E.
y roduct Control Unit Supervisor
NOA No. 1"629.06
Expiration Date: February 17, 202Q
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 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 tinder NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5fh
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)
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.
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
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (cowwu m)
3. Statement letter of conformance, complying with FBC-511 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)
y .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.
roduct 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 & S.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300.
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,
FTLS024, FTL-6025, FTL-6028, FTLS031, FTL-6033, FTL-6036 AND FTL-7554
TAM F A -
Group
Anchor
Substrate
Frame
Member
Min. Edge
Distance
Min.
Embedment
i
IW Elea Ultracon
Concrete (min. 285 kal)
HemdtSI!Vjamb
1.1S/8'
Ungrouted CMU, (ASTM C-90)
Jamb oNy
2.112"
14R
Gmutad CMU (ASTM CeO. mh. 2 kal grout)
Jamb only
Z412"
"14"
2
114' Elco 410 S.S.
CreteFlex
Concrete (min. 3.35 ks0
Head/S➢UJamb
1'
W4'
Ungmuted CMU, (ASTM G90)
Jamb only
2.1/2"
1-1/4'
P.T, Southem Plne (SG-0.55)
HeadI51g1Jamb
I.
1.3w
11V Elco Ulbaoon
Concrete (mh 285 kal)
HeadISUI
1'
1-/8`
3
512, 18-0ar410
S.S. SMS,
(min. 11 threadshn)
Ungrouted CMU ASTM C-90
P.T. Southem Pft (SG-0.55)
Jamb orl
Head/SWlamb
1'
9/16'
1-1/4'
I've,
Aluminum, 6063-IW
Head/SII/Jamb
31S
0.083'
Steel, A36`
Fleed/SiA/Jamb
318,
0.050'
Sleet Stud A653 Gr. 33`
HeadfSI11Jamb
3187
M0451'
114' Elco I" S.S.
Aggre-Galor
Concrete (min. 3.275 kal)
Fleadf5111Jamb
1-112'
1_3/8'
Ungrouted CMU, (ASTM C-90)
Ja oNy
2'
1-114'
Grouted CMU (ASTM G90, min. 2 ksi grout)
Jamb only
2'
2'
P.T. Southem Plne SG=0.65)
HeadlSll/Jamb
1•
4
12, Steal SMS G5,
(m1a 11 threadafin)
P.T. Southern PVne (SG=0.65)
Head/Si/Jamb
9f1S
I-W
Aluminum. 6063-75•
Head/SII/Jamb
318'
0.083'
Steel, A36`
HeadlSil/Jamb
3/8'
0.050'
Steel Stud, A653 Gr. 33•
Fleedl3il/Jmnb
31S
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
All cocr`ICV"DJ Mnv Ocrtl lr0CRALMT4
M.11,4vr co
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DARE 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, IX 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 BYTHE 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 OROTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & $400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 15 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.
TART F R RFF nFTAII R r1M CI4FFTR A & Fi
Glass
Type
-. -- Deserlptlon(Llsbed from Fhtadorto lmerlon
G3
7/16' Laminated: (2) On of3118' HS Glass wlth.0W PVB Intedayer
63A
9116' Latninstsd: (2)Lltea of114' HS Glassnith.0W'PVB ktteda er
G4
7/16' Laminated: (2) Utes of 3titi' HS Glass with .09R SG INedayer
G4A
9116' Laminated: (2) Utes of 114' HS Glass with .090' Be OdMdayer
G5
V Laminated LG.: 3/16' T Extedor Cap +318' Alr Space + 7/16'Laminated; Utes of 3116' HS Glass with .09V PVB Irderleyer
GSA
V Laminated LG: 1/4" T Extedor Ca + 5118' Air Space +7/16" Laminated; (2) Utes of 3116' HS Glass with .090" PVB Intedayer
G6
M
V Laminated I.G.: 3/16' TExledor Cap +3/8' Air Spam +W%' Laminated; (2) Utes of 3H6' HS Glass vAth.090• SG Intedayer
1"laminated I.O.: 1f4" TExtedor Cap +511V Alf Space+ 7116' Laminated; LBes 03116' HS Glass v0th.090' SG Intarlayer
G7
7f16' Laminated: Was of3118• ANN Glass with .090' SG Irdertayar
G7A
9/16" Lam hated: (2) Utea of 114` ANN Glass vAth .090' SG Intedayer
GB
1' Lannated LG.: 3/16" TExterior Cap + 318' Air S pace + 7/16' 1- minaled; (2) Lites of TI6" ANN Glass with .09D" SG Intedayer
GBA
1" Laminated LG.: 1/4" T Extedor Cap+ 6116' Air Space + 7116" Leminaled; (2) Lkes o1 S116" ANN Glass with .09T SG mtodayer
7DSNEEriS.
4ENg;E PL 39275
CMr. OFAUIH.92W6
GENERAL NOTES.............1
EXAMPLE CONFIGS .......... 2-3
GLAZING DET:AJLS ............
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
IMPACTRATING
PRODUCT
SEE TABLES 1, 2 & 3ON
RATED FOR LARGE &SMALL
yREVISED
ButMing Code �e Florida
SHEETS 6. 7 & 8
MISSILE IMPACT RESISTANCE
NOA-No. 16-0629.06
STANDARDS USED:
Expiration Date 02/17/2020
•2014 FLORIDA BUILDING CODE(FIG), STH EDITION
0y
•ASTM E1300-D9
•ANSVAF&PA NOS-2012 FOR WOOD CONSTRUCTION
MIRMF�Rfidb Product Control
-ALUMINUM DESIGN MANUAL, ADM-2010
•AISIS700.071S2-2010
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEATSTRENGTHENED
"T' =TEMPERED
"PVB" = .D90' BUTACITE!` PVB BY KURARAY AMERICA, INC.
'SG- = .090" SENTRYGLAEP BY KURARAY AMERICA, INC.
I SERIES 770ALUM. SGD - LM IMPACT I
GGo-770 I A(TS I 1 - 72 1 PGT0130
LYNNrA•/[����i�i
'��:••41cENSF •,F�p '�
' Noo.58705
�.• STATE OF 6 ,•LV
Off'•. ,. FLORIDa.-'•��:
P E 05
4
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONSSHOWN ARE ALSO AVAILA13LEAS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", Je,'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
PER TABLES 1-3 3 PER TABLES 1-3 t CAN BE OXXXp.
ill _ji O A 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
i I OF ANY
2 STRAIGHT CONFIGURATIONS.
�
1 ? Jc
I
MAX. UNIT 3 g & MAX. UNIT 3) FOR NOM. PANEL WIDTH, SEE TABLES 1.3.
HEIGHT / 1a t i' $" HEIGHT
PER TABLES 1-3 j PER TABLES 13 -X" = OPERABLE PANEL,
1 i i I °O' =INOPERABLE PANEL,
POCKET i w PEr i "P" = POCKET DETAIL LETTER
r� _�; s� ___ 1 v✓ = WOOD OR METAL INSTALLATION
1-PANEL r 2-PANEL r ® "e=CONCRETE INSTALLATION
CONFIGURATIONS t t3 CONFIGURATIONS t , "HEETNUMBER
MAX. UNIT WIDTH
MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WEIGH T -'
NOM. PANEL WIDTH ,NOM. PANEL WIDTH ®Ac w DLO HEIGHT= DOOR UNIT HEIGHT • -1.8 '
1 3 1
PER TABLES 1-3 PER TABLES I-3 t 1 3 PANEL HEIGHT = DOOR UNIT HEIGHT -1.866"
Qv Qv
c ,s
MAX. UNIT , t3
HEIGHT s is
PER TABLES 13
� I
1
Jw Jc �
i t4 i o r MAX. UNIT
HEIGHT
i � ff PER
j 8 TABLES 13
laa
POCKET �
_'. 1.
3-PANEL CONFIGURATIONS
3 1 3
MAX. UNIT WIDTH
NOM. PANEL WIDTH n
PER TABLES 1-3 12 13 1 13 t3
Gc c19 1
1 t
MAX. UNIT tN c is 9 s
HEIGHT
PER TABLES 1-3
5-PANEL CONFIGURATIONS
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
Jc I
I
14o q
MAX. UNIT
HEIGHTNOTE
PER
SEE
THIS
1-3sHEEr.
UTYP.
SZ
HEETTABLES
)j�GPOCKET
aEXTERR
—CORNER,
(OUTSIDE CORNER SHOWN.
INSIDE CORNER SIMILAR)
T. VAV/CI: FL 31275 —SERIES SERIES 770 ALUM. SGD - LM IMPACT
ar.eme � s..e
GMT OF"M B ® SGO70.7IVTS '2 22 PQT0190
PRODUCT REVISED
as comp)ying with the Florida
Building Code
NOA-No. 16.0629.06
Expiration DDaatttee02117/2020
Mlnmf-TWIRroduet Control
A LYNN MILLER P.E.
P.F_# 58706
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT W IDTH =
355-7116" @ 96' HEIGHT
300-1/4" @ 120" HEIGHT
NOM. PANEL WIDTH
° 3
PER TABLES 1-3
1 13
19
1
18
MAX. UNIT 1 1 `
1
1
HEIGHT, i
19
96" OR 120"
!IL
6-PANEL CONFIGURATIONS
I
-- MAX. UNIT WIDTH
NOM- PANEL WIDTH
PER TABLES 1-3
MAX.'UNTT
HEIGHT ,
PER TABLES 1-3
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT t i
PERTABLES 1-3
7-PANEL CONFIGURATIONS
8-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'JA-,-Je.'Kw- OR -Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pX)=p, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
---
CAN BE OXXXp.
u Jc 1
i
2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
o
OF ANY 2 STRAIGHT CONFIGURATIONS.
1j4vei
i G
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
'7P
= OPERABLE PANEL,
POCKET I y
"0' = INOPERABLE PANEL,
"p"=POCKET
F—DETAIL LETTER
_ W = WOOD OR METAL INSTALLATION
V "e = CONCRETE INSTALLATION
L—SHEET NUMBER
Jc i
DLO WIDTH =NOM. PANEL WIDTH -7'
DLO HEIGHT=DOOR UNIT HEIGHT- 10.125"
& 4T
PANEL HEIGHT" = DOOR UNIT HEIGHT-1.866'
POCKET ; B
mao.tms SERIES 770 ALUM. SGD - LM IMPACT
rr,wx s;
CMr. OFAUM ® SGDam NTS 3 122 PGT0130
PRODUCT REVISED
as comp)ying with tho Florida
Bu,,din,, Cod.
NOA-No. 16-0629.06
Expiration Dato 02/17/2020
BY i
MI..16-11 Pmd..t Control
..;1: Ili;;r�.
A LYNN MILLER P.E.
P.E# 58705
.k • r " • " I r
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7/16" NOM. 7/16" NOM. 1" NOM.
3/16' HS GLASS 3N6' HS GLASS 3116" HS GLASS
.090" PVB
.090" PVB .090" SG 3/16" HS GLASS
3/16" HS GLASS 74 3/i6" HS GLASS 74 3/6" AIR SPACE 74
3/16' T GLASS
B2 82 —
e3
€� 3GLASS EXTERIOR 3GLASS 3/4" NOM.
124.127 GLASS
a BITE. a BITE.
- BITE
EXTERIOR
80 80 a
79
54 54
55
WIT LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5
9116' 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 1/4" HS GLASS 74 5/16" AIR SPACE 74
1/4" T GLASS
82 82
83
3/4" NOM. 314" NOM. 3/4° NOM.
EXTERIOR GLASS IXTERIOR GLASS 124-127
a BITE a B r GLASS
BITE PRODUCT REVISED
EXTERIOR as complying with the Florida
Bulldtrg Code
81 81 a Non -Ito. 16-0629.06
79
54 54 55 Expirntlon Date 02/17/2020
By
mimmt,muo Proauct Conual
9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES
"ANN"=ANNEALED :5' t!-
"HS' = HEAT STRENGTHENED „
r. 5G'G5
"T" = TEMPERED
"PVB"=.090' BUTACITE PyelBYKURARAYAMERICA.ING
"SG" = .09D' SENTRYGLAKURARAY AMERICA, INC.
JR OWSM16 B ADDEOSPACERS ro7oTEcrwoLOOroRAERT.
GLAZING DETAILS
eF me Astime • • _,,:i=
N. VFJlICE FL 3l2)6
i9w_. og �,r,4�•,� SERIES 770 ALUM. SGD — LM IMPACT _
t"ae•w.� — — o"ro"" ALYNN?MLLER P.E.
JR fOHd,4 a.eve e°aCERT OFAIJTH *29296 s. AITS 4 - 22 PG70130 B PEA SM5
GLAZING DETAILS
(G6, G6A, G7, G7A, G8 & G8A)
1" NOM. 7/16' NOM.
1" NOM.
3116" HS GLASS
3H 6" ANN GLASS
3/16' ANN GLASS
.090' SG
.090" SG
3116" HS GLASS-
.090' SG
3H6" ANN GLASS
3/8' AIR SPACE
74 3/16" ANN GLASS
74 318" AIR SPACE 74
3116' T GLASS
3/18' T GLASS
-
82
�
EXTERIOR
3f4" NOM.GLASS
SW NOM.124-127
3l4"NOM. JW
a
r�!GLASSGLASS
B�
BITEBITE
EXTERIOR a
a
78 �
55
1" LAMINATED I.G. GLASS, TYPE G6 7116" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
1"NOM. 9/16' NOM. 1' NOM.
3/16" HS GLASS 3/16" ANN GLASS
.090" SG 1/4' ANN GLASS— .090" SG
3116" HS GLASS .090" X3116' ANN G
5/16"AIR SPACE 74 114" ANN GLAS5116" AIR SPACE 74
114" T GLASS 1l4" T GLASS
82
3/4"NOM. EXTERIOR SW NOM.
GLASS 1z4-tz7GLASS
B� BITE PRODUCT REVISED
EXTERIOR as complying with the Florida
EXTERIOR Building CCoodde
NOA-No. 16.0629.06
7g a 78 Expiration Date 02/17/2020
55 55 BY
Miam a Produc Control
1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE GSA
GLAZING NOTES: ry ............
..... ; 2. `ram
"ANN'=ANNEALED
HEAT STRENGTHENED
-7=TEMPERED
"PVB" =.090" BUTACTTE P�BY KURARAY AMERICA, INC.
;
"SG"=.090"SENTRYGLA YKURARAYAMERICA,INC. xr,z
o /r v
Br- m� ++nt prs 6
� G••.
JR asm5rmr5 a D®sPncERs r070TECHNDLOGYDRNE GLAZING DETAILS �.� •.�c_.Oi•,.•_,rf:...
AVFMM FL 3427b nt ��`%��r •..,+ -.'•
tea, SERIES 770 ALUM. SGD - LM IMPACT
/e+r}teo-rcao
�msea,e ^� e"iaib A LYtdr MILLER, P.E.
° �'R aJa14 CERT. CFAUM. i° scvrio NTS 5 2z PG7Df30 B P.EF sans
1
TABLE 1:
Design Pressure (DP) and Anchor Quantities Required, (for all approved
configurations on Sheets 2 & 3)
For corner astragal anchorage on so* or 135' corner units, see sheet 11
Maximum DP forall sizes: +601-60
(May be Imfted by Table 1A)
Table applies to Glass
Door Unit
Height
80.
�•
Types 3, 3A, 5. 5A, 7, 7A, 8
& BA and the Stile / Astragal
types shown below.
Anchor" DLO
Inc DLO
79.hor D O
8S-71&1 DLO
Anchor Group
AGroup
Anchor Group
Anchor Group
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
Head/Sd
+1
C4+1
54i1
C4+1
C4+1
C4+1
04+1
+1
+1
C4+1
C4+1
C4+1
C4+1
M+71
C4+1
C4+1
ZrDL0
Jamb
8
8
8
8
8
8
a
8
8
8
6
8
8
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+B
7+8
7+8
7+6
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
04+1
C4+1
C4+1
04+1
G4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
30"
Jamb
8
8
6
8
8
8
8
8
8
8
8
8
8
6
8
8
IRO
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
HeadlSai
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
36'
DL
Jamb
8
8
1 8
8
8
8
8
8
8
8
8
8
8
B
8
a
0L
P-hook
6+7
6+7
1 6+7
6+7
7+8
7+8
7+8
7+8
1 7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Head/Sill
CA+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
Z
42'
DLO
Jamb
6
B
8
8
8
. 8
8
8
8
a
8
8
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+0
7+8
7+8
7+8
7+B
7+8
7+8
T+8
Head/Sill
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
04+2
C4+2
E7+8
C4+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
48"
Jamb
8
a
8
B
8
8
8
6
8
6
8
a
8
8
8
DLO
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
TABLE 1A.
Sill Height to Max. (+) DP
(Water hlhratlon Rating)
Sill RiserHeigM
(Flat or Box, eee
n
Design
Sheet 17)
Pressure, psi
Flush-1-112'
moo noto 3
Low - 2-11T
+ 46.67
Medium - 34/4"
+ 60.0
High -4-
+ 80.0
SEE NO I ES 1{i
OH LENGTH i--
.0 K
= OoI OHRATI021
O
FOR EXAMPLE ON USING TABLE, SEE SHEh1 1.
OH RATIO = OH LENGTH
NOTES: OH HEIGHT
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 OF IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
DLO WIDTH =
TABLE IA.
NOM. PANEL WIDTH-7-
3) 4-,3-1/4-AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
DLO HEIGHT =
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
DOOR UNIT HEIGHT - 10.125"
ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
PANEL HEIGHT =
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
DOOR UNIT HEIGHT - 1.866"
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Interlock
P-hook
Lockstlle @lamb
Stralght Astragal
Assembly
Lock5tile @
StralghtAstragal
90' Astragal
Assembly
Lockstile @
90'Astragal
135' Astragal
Assembly
Lockstile @
135'Astragal
Standard Stiles
Standard Stile
Standard stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
Outside Comer„
Outside
Comer'
Inside
Corner
Insld�
Corner
Outside
Inside Corner
Comer
FP.�.50 (x2)
Part#60
Part#60
Part#60 (Stile)
Part #67 (Astragal)
part#60
Part#61(Stile)
Part#i18 (Comer 17P
rt #119 (Oui)
art#120 (In.)
Part#61(Stile)
parts#31 
Part#61
Receiver)
(Com. & Fxd Mount)
10M 7150MOtOGYMM
N. WNM FL 34275
(Xryae0-rcd3 SERIES 770 ALUM. SGO - LM IMPACT
CERF.OFAI7rH.l292DB
scowm I MS 6 d 22 --o POM130
PRODUCT REVISED
as complying with the Florida
Building Code
woa-no. 16-0629.06
Expiration Date 02/17/2020
By
Miamr�Prcduct Control
A. LYNN MILLER P.E.
P.E#58705
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer eslragel anchorage on 97 or 13S' comer uNte, see sheet 11
Maxknum DP forall sizes: +601.60
(May be limited by Table 2A)
Table apples to Glass Types
Door Urdt Height
87
84'
90'
96"
102'
108"
114'
120,
4, 4A, 6, 6A, 7, TX 8 & BA
6 IS° DLO
73-718" DLO
79.718' DLO
85-118" DLO
81.713' DLO
07-71V OLD
103-716" DLO
109.7/V DLO
and the Stile ! Aetrogal types
Anchor Group
Anchor Group
Anchor Group
Anther G
Anchor Group
nc r Group
Anchor Group
Anchor Group
shown below.
1 2 3 4
1 1 2 1 3 1 4
1 1 2 3 4
1 1 2 3 4
1 1 2 3 4
1 2 3 1 4
1 2 3 4
1 1 2 3 1 4
a S
C44
+
C4+1
C4+1
G4M
CA+1
+
+1
CA+1
C4+1
C4+1
C4.1
C4+1
C4+1
CA+1
1
CA+1
C4.1
+1
C4+1
C4+
+1
CA+
GYM
CA+
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
+1
24-
OLD
Jamb
B
g
g
8
8
8
8
8
B
6
B
8
6
e
s
B
10
10
10
10
t0
10
10
10
10
70
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
1 7+8
7+8
7+8
7+0
7+8
7+8
7+8
8+9
849
8+9
8+9
8+9
8.9
8+9
8+9
9+10
900
9+10
9+10
9+10
9+10
9+10
0+10
Ftad/sill
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
04+1
C4.1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
CAM
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4.1
C4+1
04+1
Jamb
B
6
8
a
8
a
8
8
8
B
8
8
8
a
a
B
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
OLD
P-hook
6+7
6+7
6+7
B+7
7.8
7+8
7+6
7+6
7+8
T+B
7+6
7+8
7+8
7+6
7+B
7+9
8+9
8+9
8+9
&+9
8+9
8+9
8+9
8+9
9+10
9«10
9+1g
9+10
9+10
9410
9+10
9+10
Fiead/Sll
C4+1
C4M
CAM
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
CAN
C4+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
C4+1
C4+1
C4+1
CA+1
C4+1
C4N
CA+1
C4+1
C4+1
36"
Jamb
8
8
a
a
8
8
8
g
8
8
a
6
B
a
6
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
DLO
P-hook
e+7
a+7
6+7
6+7
7+8
T+B
7+6
T+8
7+8
7+8
7+e
748
7+6
7+8
7+8
7+6
8+9
8+9
8+9
8+9
8+9
8+9
6+9
8+9
9«10
9+f0
8+10
8-10
9+10
9+1D
9+10
9+10
&
Head/Sill
C4+1
G4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4.1
C4+1
C4+1
C4+1
CA+1
C1+1
C4+1
CAM
C4+1
C4+1
G4+1
C4+1
G4+1
C4+1
04+1
C5+1
CS+1
C4+1
C4+1
C5+1
C5+1
a 42"
Jamb
8
e
8
a
B
a
9
B
8
B
8
B
6
6
a
8
10
10
10
10
10
10
10
10
10
10
70
10
10
10
10
10
DLO
P-hook
6+T
6+7
6+7
6+7
7+8
7+8
7+6
7+a
7+8
7+8
7+8
7+8
7+8
7+6
7+0
7+8
8+9
g+9
B+9
8+9
6.9
8+9
B+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Fkad/SN
CS+2
C4+2
rA+2
C4+2
C4+2
C4+2
C4+2
C4.2
C4+2
C4+2
C4+2
C4«2
C4«2
C4.2
C4.2
C4+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
C5+2
C5+2
CA+2
C5+2
C5+2
C5+2
C5+2
C6*2
05+2
C5«2
-
48'
OLD
Jamb
8
8
a
8
8
8
B
8
8
8
a
8
8
a
a
8
10
10
10
10
10
10
10
10
10
10
10
t0
10
10
10
To
Z
OLD
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+6
7+0
7+8
7+8
7+8
7+8
7+8
7+8
9+9
—9
849
g+9
8+9
B+9
8+9
6+9
9«10
9+10
9+10
9+10
9+10
8+10
9+1D
9+10
54'
I&
OLD
Ftad/Slll
C4+2
04+2
04+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
CA+2
CA+2
CA+2
Not available In these sizes
Jamb
a
8
6
8
8
8
8
a
a
a
8
8
a
B
B
6
P-0book
6+7
8+7
8+7
8+7
7+8
l+g
7+8
7+g
T•8
7+8
7+B
7+g
7+g
7+g
7 a
7+8
OLD
--
Ir ad/SlY
rA+2
CA.2
C3+2
CS+2
C4+2
CA+2
CA+2
CA+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
*
C5+2
Jamb
a
a
8
8
B
a
8
8
8
8
B
8
g
8
8
B
P-h0ok
6+7
6+7
6+7
8+7
7+8
7+8
7+8
7+a
7+8
T+a
7+B
7+8
7+8
7+8
+
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 NOM. PANEL WIDTH - 7°
2-1/2-SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, TABLE 2A
POSITRfE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4-,3-1/4- AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
S ARE SPECIFIED AS THE TM QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
Slil Height to Max. (+) DP
(Waterinfdlration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
pressure, psf
Sheet 17)
Flush-1-10
noto 3
Low - 2-112'
+ 48.67
Medium- - 3.1/4"
+ 60.0
High-4'
+60.0
OH LENGTH I. - DLO HEIGHT=
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=
w OI OH RATIO 21
= Oo DOOR UNIT HEIGHT-1.666"
O
OH LENGTH
6) JAMB ANCHOROH RATIO =
INSTALLED. SEE NOTES 1� OH HEIGHT PRODUCT REVISED
as comptying with the Florida
Building Code
10 =no Aae:MIRI V n=TAll R N ON16-0629 06
Interlock
P-hook
Lockstlle @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90- Astragal
Assembly
Lockstile @
90°Astragal
135' Astragal
Assembly
Loclstile @
135'Astragat
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dury5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
outssG,.ideuideComer r i
outside
Inside
Comer
cmv
6V
y�
}Cm
'
Comer'r�
Inside
Comer
outside
'�"'��
sLl�
Inside Cor 1 '
Comer
Part #61(x2)
Part 961
Part#61
Part#51(S111e)
Part4467(Astrdgal)
Part#61
Part 961 (Stile)
Part 9118(comer
Part P119(OUL)
Part #120 (In.)
Part #61 (Stile)
Parts #31&432
Part#61
•
Receiver)
(Cam. & Fxd Mount)
C&MCFAM.CM I I Stil470
I. SGD - LM IMPACT
a.°bb
T - 22 POT0130
Expiration Data 02/17/2020
By
Mlam aq roduct control
Nzx
•r
A. LYNN MILLER PE
P.E.# 58M5
f
TABLE 3• TABLE 3A:
SEE NOTES 1-3
OH LENGTH I+
U_ W
_ 81 OH RATIO a 7
O
FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTE A: +/-90.0 PSF FOR GLASS TYPES 4, 4A, 6, 6A, 7A, 8 & BA; +/-87.1 FOR GLASS TYPE 7
NOTES OH RATIO = OH LENGTH
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH = OH HEIGHT
2) WHEN USING THE 2-1/Y 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) 47, 3-1/4° AND 2-1/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT A14D 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. PRODUCT REVISED
as complying with the Florida
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. Building Code
Noe -No. 16A629.06
Expiration Date02/17/2020
By
Mlam D ro uct Control
1070 rruDmorMVE DPANDANCHORAGE :• }
prfr}aes-is0o SERIES 770ALUM. SGD - I.M IMPACT
east a1i0 p^'"•°h 1-6
'" A LYNN MILLER. P.E
J1a 1lYfOM4 CE7tT OPAUDi /1B�R ® TSri0.7)0 MS 8 d 22 PGT0130 B P.E.R SMS
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP shown below
For tamer eatregal anchorage on 90' a 135° corner uNts, see sheet 11
(May be llmhed by Table 3A)
Table applies to Glass Types 4, 4A,
DaorUdtHet
ht
80"
84'
90"
96"
102"
108'
6, 6.4, 7, 7A, 8 8 BA end the Stile I
Aslragaitypesshootmbeiow.
7!8" DLO
7J-7B" DLO
79.7 8" DLO
85.7l8 DLO
91 7 D 0
97-7/8" DLO
Anchor Group
AnehorGro
AnchorGroup
Anchor Group
AnehorGroup
nehor0ioup
1 2 3 4
1 2 3 4
1 2 3 4
1 2 3 4
i 2 3 4
1 2 3 4
Desl Pressuro
t/-90.0
s/
Ps
+f-7 .0 ps
1T
HeadlSO
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
G4+1 C4+i
C4+1
C4+1
C4+t
C4+1
C4+1
C4+1
C4+1
C4+1
C4t1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+7
24'
DLO
Jamb
B
B
8
8
8
B
8
B B
8
8
B
B
B
8
B
10
10
10
10
70
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7t8
7+B 7+8
7+8
7+8
7+8
7+8
7+B
7+B
7+B
B+9
8+9
B+9
B+9
B+9
6+9
8+9
8+9
Design Pressure
+/-90.0 psi
+/-82.6 psf
+/-76.0
psf
23'
HeetlfStO
C4+1 C4+1 C4+1 C4+1 C4+1 61+1 C4+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 C4+7 C4+1 C4+1
C4+1 C4+7 C4+1 C4+1
C4+1 C4+1
C4+1 C4+1
�,
DLO
Jamb
8
B
B
8
B
8
8
8
8
8
8
B
8
8
8
8
10
10
t0
10
10
10
10
10
t
�
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+B
7+B
7+B
7+8
7+B
7+8
7+8
7+8
8t9
8+9
8+9
8+9
8+9
8+9
6+9
8+9
Design Plessuro
+/-9D.Ops1
+/-82.5 psi
t/-75.0
psi
29°
HeadJSli
C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 CA+2 C4+1 C4+1 C5+2 C5t2 C4+1 C4+1 CB+2 C5+2
C4+1 C4+1 C5+1 C5+1
C4+1 C4+1
C5+1 C5+1
DLO
Jamb
B
8
8
B
8
8
B
B
8
8
8
B
8
8
10
B
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
Et7
7+8
7+t3
7+8
7+8
7+8
7+8
i+8
7+B
7+8
8+9
Bb9
8+9
8+9
6+9
8+9
8+9
g+9
8+9
8+9
8+9
B
Design Pressure
+/-80.0 psi
+/;32.5 psf
+!•7b.0
pst
z
35'
HeadlSli
C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C6+2 C6+2 C5+2 C5+2 C5+2 C5t2 C5+2 C6+2 C5+2 C5+2
C5+2 C5+2 C5+2 C5+2
C5+2 C5+2
G5+2 CS+2
42"
DLO
Jamb
B
8
B
8
B
8
B
8
8
B
10
8
8
B
10
8
10
10
10
10
10
10
10
10
P-hoak
6+7
7+g
7+8
7+8
7+8
7+8
7+8
T+8
7+8
B+9
8+9
8+9
8+9
B+•9
8+9
8+9
6+9
8+9
B+9
B+9
8+9
8+9
8+9
8+9
IIeslgn Pressure
+/-g0.o ps/
See Note A beblk
t/-82.6 psf
+/-76.0
psf
41°
HeaNSBt
C4+2 C4+2 C5+2 CS+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5r2C6+2
C5+2 C6+2 C6+2 C6+2
C6+2 C6+2
C6+2 C8+2
48'
DLO
Jamd
B
9 B
8
8
8
10
8
8
8
10
9
8
8 10
8,
10
1D
10
10
10
10
10
10
P-hook
6t7
7+8 7+0
7+8
7te
8+9
8+9
8+9
B+9
8+9
B+9
8+9
8+9
9+10 9+10
9+10
8+9
9+10
9+10
9+10
8+9
9+70
9+10
9+10
Interlock
P-hook
Lorkstlle @Jamb
Straight Astragal
Assembly
Lockstlle @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90°Astragal
135° Astragal
Assembly
Locks8le @
136"Astragal
Heavy-duty Stiles
Heavy-duty5dle
Heavy�uty9tile
HeaW�dutyStllc
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty5tlle
Heavy-dutyStile
HeavydutyStlle
Heavy-duty Astragal
Outside
Outside
Com�
Inside
Garner
Inside
Corner
Outside
Inside Comer
Corner
Part #61 (x2)
Part#61
Part #61
Part #61 {Stile)
Part #t68 (Astragal)
part #61
Part #61 (Stile
Part#118 (Gamer
Receiver)
Part #119 (Out.)
FartIi120 (In)
Part #61 (Stile)
�� #31 &li32
(Corn. & Fxd Mount)
Part #61
Sig Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat a Box, see
Pressure, psf
Sheet 17)
Flush-1-1/2"
see note 3
Law-2-1/2'
+46.67
Medium - 3-1l4'
* 80.0
High-4'
+90.0
NO FRAME "7+8° P-HOOK ANCHORAGE CONSISTS OR SEE'C5" CLUSTER
JAMB DETAILS, SHEET 10
SEE (T) P-HOOK ANCHORS, SEE 'C5" CLUSTER MAX UNIT WIDTH SEE 'CS" CLUSTER DETAILS,
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR FORASTRAGAL
NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK REQUIRES'C6' SHEET 10 FOR INTERLOCK 24" MAX. O.C.
POCKETS CLUSTER,SEE
THIS AND 60" NOM. DETAILS, SHEET 11 x
SHEET SEE POCKET (8) P-HOOK r------- - x x PANEL WIDTH x x x xx x
JAMB MOUNTING
I 6" MAX. I x x x x jx�x x x x x xx xxxx x x x x x—[
• INSTALLATION, I T
ID THIS SHEET I x
ANCHORS MIDWAY I � L s° MAX.
&SHEET 14 BETWEEN P-HOOK i ®' I o I 4 PAIRS OF
ANCHORSFROM TOPS I I I° I —FRAME x x ANCHORS
96" (TOTAL 8
' ',. BOTTOM I o 14 I ®� i _ i 1 o ANCHORS UNIT 21 ANCHORS)
4.051" • - 8' MAX. TO OPENING i y o MAX o.c. ' ®I """�14�� MAX� O.C. 0 o= P-HOOK HEIGHT D.C. PER JAMB
EDGE OF POCKET SEE i . I I O ANCHORS x x� (SEE JAMB
INSTALLATION i Q ® ;u DETAIL
DETAILS'Jc' &'Kc', 10 m o = P-HOOK BELOW)
END PANEL SHEET 14 & PART 101 i i ;u MOUNTING x
ANCHORAGE DETAILS'J"&'K', l y j j c 3' MAX ADAPTER
24" MAX• (2 ANCHORS) SHEET 19 FOR j a MAX ANCHORS
O.C. P-HOOK L--_-_6"MAX ��ti— _ x x x x END PANEL
' eANCHORAGE ANCHORS END PANEL x' x/, xxx x x x x x xx xxx . x' x x x 6'MAX ANCHORAGE (SEE
ANCHORAGE x x x x x AN SKETCH BELOVO
(SEE SKETCH BELONG �.+2• �'+2° —'+2° ANCHORAGE ANCHORAGE
CENTERLINE 6'MAX., TYP• ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04°
24• MAX EXAMPLE: 5-PANEL, 2 TRACK 90' OUTSIDE CORNER - XXOC(O - EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C. 60" x 95' 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
I tv 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE
2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTiiIES SPECIFIED IN TABLES 1_ -3, SHEETS 6-8: HEAD OR SILL IF A SPLICE
60" I CENTERLINEOF HEAD & SILL: W MAX- FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM P1" OCCURS AT THE P-HOOK.
NOM. • % INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX
PANEL - SEE "C5° CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY `a 5.64"
'+2" ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR
77 CLUSTER IS OVER 24, OTHERWISE ANCHORS ARE NOT 6" MAX. PRODUCT REVISED
3.5' REQUIRED AS PER THE FIGURE AT RIGHT: �+ ns com I with the Florida
CEMERLlNE JAMBS & P-HOOKS: 6' MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14- MAX. ANCHOR BuIlding d•
OF PANEL 2 D.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE I F2--� AMB NOA-No, 16-0629.06
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR Expimtlon onto 07JI712020
'+2" ANCHORAGE SEE "C5' CLUSTER END PANEL
REQUIRES CENTERLINE CENTERLINE By
C6" CLUSTER, SEE ~OF DETAILS, SHEET 10 OF ANCHORAGE Mlam a Product contml
• l DETAILS,SHEETII I FORASTRAGAL (2ANCHORS) g'
INTERLOCK ASTRAGAL
4.051' —I� 3.5' I MAX
G;
EXTERIOR V CENTERLINE L� CENTERLINE L� CENTERLINE
I OF PANEL 3+2"ANCHORAGE I OF PANEL 4 "+2' ANCHORAGE I OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS {O
�i r-
Romer
107V TEcHW,OGYDRIVE ANCHORAGE SPACING & EXAMPLE PLANS ` �'.•i' '';;''"�
Pi VEMMCE. as42Ts
Isrr}aso-rsoa SERIES 770 ALUM. SGD - LM IMPACT
— a"a °""".^° a r. A. LYNN MILLER, P.E.
awe: am" o. ox= CERr.OPAUM 929M ° SGD-770 NTS 9 a22 PGM130 B P.E9s6T05
JR f0/f0/f4
ASTRAGAL OR {SPLICE LOCATION
INTERLOCK-- IF NEEDED
CENTERLINE I
+- 3.5"
1.75"
4" ED)
2.04'
EXTERIOR 7'
v
2-TRACK FRAME HEAD/SILL
(a ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED. "C4 )
ASTRAGAL OR SPLICE LOCATION
INTERLOCK --IF NEEDED
CENTERLINE I
3.5"
0
4.08
I
E)T-E IR,IOR 7•
v 3-TRACK FRAME HEAD/SILL
R ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "04')
ASTRAGAL OR (� SPLICE LOCATION
INTERLOCK-1 IF NEEDED
CENTERLINE
EXTEERIOR
V
4-TRACK FRAME HEAD/SILL
(c'D 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 '06" CLUSTER DETAIL) CENTERLINE
1.75"
7" 7" 3.5"
" G
2.04" 2.04'
EXTERIOR 4"DIAG' 7" EXTERIDR 7' 3.5"
v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
pry ASTRAGAL OR INTERLOCK Ca? ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C5') ANCHORS ARE REQUIRED,'C6')
ASTRAGAL OR (FOR SPLICE
INTERLOCK I CONDITION, USE
CENTERLINE C6'CLUSTER DETAIL)
3.5'
2.04"
4.08-
EXTERIOR 7' 4" DIAG. EX
V 3--TRACK FRAME HEAD/SILL
01 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED.'C5)
ASTRAGAL OR � (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE ! •C6 CLUSTER DETAIL)
— - 3.5" t'_
EXTERIOR
V
4-TRACK FRAME HEAD/SILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
VEMCF- Fl. MM
CERr. OPAUM AMM
ASTRAGAL OR[ -SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE
g.4.DIAG.
2.04
TERIOR5"
�T 3-TRACK FRAME HEAD/SILL
(al. ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6-)
ASTRAGAL OR (FOR SPLICE
INTERLOCK-^ CONDITION, DO NOT
nv voi IMP USE THIS DETAIL)
I
2.04"
g" I
EXTERIOR
or
.04"
6' DIAG.
2.04'
2.04'
21'
MAX.
O.C.
6" MAX.
21'
MAX.
O.C.
2-TRACK I
FRAME JAMB 6" MAX.
ANCHOR PAIR
DIAG.
I 4-TRACK
6"DIAG. FRAMEJAMB
EXTERIOR ANCHOR PAIR
ANCHORS MAY BE INSTALLED
21"
EITHER IN THE EXT. OR INT.
MAX,
TRACK (INT. SHOWN)
O.C.
5.64" - NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
6" MAX.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
FI7f
3-TRACK
FRAME
JAMB LOCATIONS/ANCHORAGEAT
ANCHOR
P-HOOK SEE SHEET 9.
PAIR
FOR SPLICED
CONDITIONS ONLY:
3.5"
SPLICE LOCATION
VF NEEDED
--1 3.5" H
4-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, 'C6")
WITH & WITHOUT SPLICE CONDITION
SERIES 770 ALUM. SGD - LM IMPACT
SG0.770 I NTS 110 a 22 1 PGTO130
PRODUCT REVISED
as oomplvina with the Florida
Building too I
110"o. 16-0629.06
Expiration Date 02117/2020
BY.
Mlami-k)- dCProdud Control
A. LYNN Lin I FR P.C.
P.EA 58705
4 "
2.04" 2.04" INTMOR 2.04" "LNTEMR
2.04" NOTES:
INTERIOR INTERIOR 1. ALL DIMENSIONS SHOWN
ARE BASED ON MINIMUM
?4'DIAG. ?4"DIAG. 8.943_5" ALLOWED.
6.12" 6.12•INTERIOR 7INTERI 2. DETAILS DEPICT ANCHOR
INTERIOR 90 3. 90" 3. 1 QUANTITY AND SPACING,
EXTERIORAND WOULD BE IDENTICAL
EXTERIOR TERIOR 4"DIAG.4" DIAG. FOR EXTERIOR OR INTERIOR
I j ---4 3.5" 4°
2.04' ExrEwoa l\J`
90' CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4"
4.08" —ice
4"
INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
3.5" 2.4" 3.5' 3 4, °+1^ANCHOR
04" 4" 7"
2.04' EXTERIOR EXTERIOR 2.04" 8.94°
90" CORNER 135" CORNER 135" CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL
ANCHORS ARE REQUIRED, "C6') ANCHORS ARE REQUIRED, "�gD ANCHORS ARE REQUIRED,'C6')
"+2" ANCHOR
ERIOR INTERIOR
4.08" 1+11ANCHOR 2.p4„
INTERIOR 7.41' 4"DIAG.
EXTERIOR I-
- 7--1]
]
0 90'' CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR 6.12'
4.08'
EXTERIOR 4"
135' CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR
&2.0�4°
4•ERIOR 5.88"I<TERIOR)R � 135'
0.12" i 4 OD '-J 1 6.12"
3.5' 1
�`//JCENTERLINE
EXTERIOR OFPANEL
"+3° ANCHOR
CENTERLINE
4 OF PANEL 2.04' 4' DIAG.
INTERIOR ALL 1+2" ANCHOR 3.5-
n EXTERIOR VIEWS
V CENTERLINE
OF PANEL
4" DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
2.04"
2° 3.5"
CENTERLINE
OF PANEL
+3" ANCHOR
y 2,04"
4.08"
(� 7" EKIEWOR
�_ T t"DIAG' Exim9 a 4' 2.
04" 3.5• Ii� CENTERLINE
90" CORNER 135" CORNER I OF PANEL
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL
("CS" ANCHOR CLUSTER REQUIRED ('C8" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3 TRACK SIMILAR)
cc nwmr u.ak�"
107p7Ec1i =oavoRfvE ANCHORAGE, EXAMPLE CLUSTERS
SERIES 770 ALUM. SGD - LM IMPACT
saD 77n MS 11 r 22 u�N. PGT0130
OHO/!4 CERT. OFAU M 62778E
PRODUCT REVISED
as compFlor )ying with the ida
Building Colo
NOA-No. 16-0629.06
Expiration Da/to 022M 7/20-20
BY
INlamf-D,AdA'Product Control
Al
A. LYNN MILLER, P.6
P.E.# 58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A. SHEET 1
2-1/16"
EXTEPoOR
a -
o MAX
MAY
SHIM
EMBEDMENT: j
SEE TABLE A, J
SHEET 1
2X WOOD
WOOD NCHORTYP.,
TYP., SEE ANCHOR
SEE ANCHOR NOTES
NOTE 3, SHEET 1
& TABLE A, SHEET 1
aa
2--TRACK FRAME HEAD
\&wj WOOD INSTALLATION
EMBEDMENT: SEETABLEA. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1 /16°
EXTERIOR
aI
1/4"
SHIM EXTERIOR
a
2XWOOD /WOODANCHORTYP.,
TYP., SEE ANCHOR L SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
®3 TRACK FRAME HEAD
ew WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16"'
METAL TYP., SMS ANCHOR TYP.,
SEENCHOR SEE ANCHOR NOTES
NOTE 4, SHEET 1 & TABLE A. SHEET 1
ja 4-TRACK FRAME HEAD
av METAL INSTALLATION
WOOD ANCHOR TYR, 2X WOOD WOOD ANCHOR TYP., 2X WOOD
SEE ANCHO"SHEET1
YP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A,NOTE 3, SHEET 1 SEE TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE
SEEANCHOR ANCHOR ANCHOR
NOTE 5, SHEET 4NOTE 5, NOTE 5,
1 (1/4" MAX.) SHEET 1 1 SHEET 1
(1/4" MAX.) 1 (1/4°MAX)
EXTERIOR EXTERIOR EXTERIORT
a 2-1/16"• I a 2-1/18°' I a2-1/16"'
EDGE DISTANCE: I
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
Ow WOOD INSTALLATION
EDGE DISTANCE:_
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A SHEET 1
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT:SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
I+
TABLE A, SHEET 1
EDGE DISTANCE:
2X WOOD
EDGE DISTANCE:
2X WOOD
SEE TABLE A,
TYR, SEE ANCHOR
SEE TABLE A,
TYP SEE ANCHOR
SHEET 1
NOTE 3, SHEET 1
SHEET I
NOTE 3, SHEET 1
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
WOOD ANCHOR TYP.,
& TABLE A, SHEET 1
SEE ANCHOR NOTES
O
& TABLE A, SHEET 1
EXTERIOR
1/4" MAX. SHIM
Imo-
EXTnERIOR
V 1/4" MAX. SHIM --4
2--TRACK FRAME JAMB
Gw WOOD INSTALLATION
iffiN 3-TRACK FRAME JAMB
Hw WOOD INSTALLATION
CBiT. OFAUiM Awe
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
114" 1.ALLDIMENSIONS
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 TYR,
SEE ANCHOR NOTES SEE ANCHOR
& TABLE A, SHEET 1 7NOTE 4, SHEET 1
®4-TRACK FRAME SILL
Rw METAL INSTALLATION
EMBEDMENT., SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
METAL TYR,
SHEET 1
SEE ANCHOR
NOTE 4, SHEET 1
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET 1
MIN. OF 3
r
THREADS
EXTERIOR
I
BEYOND THE
METAL
SUBSTRATE
1/4" MAX SHIM
Imo-•
4-TRACK
FRAME
JAMB
INSTALLATION
Iw METAL
• 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
I SERIES 770ALLIM SGD - LM IMPACT I
soann I NTS 1 12 d 22 1 PGTO130
PRODUCT REVISED
as eom 1yln with the Florida
Bailding Code 16.0829.06
NOA-No.
Expiration Date02/17/2020
By
Miami-D'adpAKodmt Control
"I'm LYNN di/ "',
'% .�rr
20 ......... 4F
^� No. 50705
6Fr4�_
-
tORI
.r�i V�� '•...1r o
�q/��rdF1.
A. LfNI'i Miltg P.E
P.E# 68705
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 iI 77�
IBEDME�: J t 1/4• E�
!E TABLE
B E 1 L SMAX.
PROPERLY SECUREDIX 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 (114" MAX.)
EXTERIOR -
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16°
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
CONCRETE SEE TABLE A, SHEET 1
PER TABLE 2-1 /16"
A SHEET 1
IOR
I
1//4" EXTERIOR'
SHIM r
PROPERLYSECURED 1X
GONCRETEANCHOR TYP.,
L
WOOD BUCK TYP., SEE
SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET 1
da 3-TRACK FRAME HEAD
\,p.j CONCRETE INSTALLATION
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
1/4" - DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
SHIM
OR 6° (JAMB)SEE
DETAILS, SHEETS
10 & 11.
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE L SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1
4-TRACK FRAME HEAD
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 TYP., SEE
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR SEE ANCHOR
NOTE 5, NOTE 5,
SHEET 1 SHEET 1�
'LL" 1 (1/4^ MAX.) (1/4^ MAX.) - "1
EXTERIOR I
2-1 /16'
EXTERIOR IN
1�12-1/16"
EDGE DISTANCE: cuNcrct I t EDGE DISTANCE: UUNLIMn I c EDGE DISTANCE:
SEE TABLE A. SHEET 1 PERTABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET i J A, SHEET 1 EMBEDMENT: SEE TABLE A. !H-EEET11 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL 4a S-TRACK FRAME SILL 4-TRACK FRAME SILL
Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT:SEE
TABLE A, SHEET 1
EDGE DISTANCE:
EMBEDMENT: SEE
CONC./CMU ANCHOR
JSEE
TABLE A,
TABLE A, SHEET 1 ~I
TYP., SEE ANCHOR
SHEET 1
PROPERLYSECURED
EDGE DISTANCE:
NOTES & TABLE A.
1X WOOD BUCK TYP.,
SEE TABLE A.
SHEET 1
:
2-1/16•
SEE ANCHOR NOTE 3,
SHEET 1
SHEET 1
2-111fi"'
PROPERLYSECURED
CONC./CMU ANCHOR
1 X WOOD BUCK TYP.,
TYP., SEE ANCHOR
SEE ANCHOR NOTES,
CONCRETE
NOTES & TABLE A,
SHEETI
CONCRETE
SHEET 1
OR CMU
EXTERIOR
� OR CMU
EXTERIOR
t
PER TABLE
n_
V 1!4^ MAX. SHIM
I+
PER TABLE
nn
;
A SHEET 1
A, SHEET 1
V 1/4" MAX. SHIM
4�-
2-TRACK FRAME JAMB
tic CONCRETE/CMU INSTALLATION
ah 3-TRACK FRAME JAMB
He CONCRETE/CMU INSTALLATION
CERT. OFAVrIt
CONCRETE
PER TABLE
A, SHEET 1
:=
EDGE DISTANCE:
PROPERLY SECURED
SEE EA.
SHEET 1
PRODUCT REVISED
1X WOOD BUCK TYP.,
the Florida
SEE ANCHOR NOTE 3,
Bulld ng lewith
SHEET 1
NOA No. 16.0629.06
Expiration Date 02/17/2020
CONCJCMU ANCHOR
'
24116"
TYP., SEE ANCHOR
By
Miami-D roduct Control
NOTES&TABLE A, T
SHEET
CONCRETE
OR CMU
EXTERIOR
A SHEET I
���l LYNN 4" ,.
1/4' MAX. SHIM
E 4-TRACK FRAME
JAMB
_ Pio. 56705
le CONCRETEICMU
INSTALLATION
STF F V 2
NCNORAGE DETAILS
FRIES 770 ALUM. SGD - LM IMPACT
o v,
ArLipt�.
—
oasox>
n."
Scam
NTS
13 s 22
PGTO130
B
P:Ekact
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE
TO PREVENT
WOOD FRAMING TABLE A, SHEET 1
P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYR, INFILTRATION
C� Co
SEE ANCHOR NOTES
EMBEDMENT:
& TABLE A, SHEET 1
SEE TABLE A,
(ALSO SEE TYP.
SHEET 1
28 ILLUSTRATION, SHEET 9)
DISTANCE: SEE
TABLE A, SHEET 1 EMBEDMENT:
SEE TABLE A,
26
EXTERIOR SHEET
PHOOK WOOD ANCHOR TYP.,
f L
V P-HOOK
SEE ANCHOR NOTES
& TABLE A, SHEET 1
CONCRETE OR
(ALSO SEE TYP.
CMU PER TABLE
2.693" MIN.
ILLUSTRATION, SHEET 9)
A, SHEET 1
EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS #18, #20, #22 OR #24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
METAL TYP-
SEE ANCHOR
P-HOOK MOUNTING CONCRETE OR
EMBEDMENT: SEE
NOTE 4, SHEET 1; TABLE ASHEET 1 ADAPTER SMS CMU PER TABLE
MIN. OF 3 THREADS , ANCHOR TYP., SEE
BEYOND THE METAL
ANCHOR NOTES SHEET 1�
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
TAB E A, SHEET 1
2.693° MIN.
'EDGE
DISTANCE
CONCJCMU
ANCHOR TYP., SEE
2e
ANCHOR NOTES &
3�7TABLE A, SHEET 1
`
1-1/4" MIN. EDGE DISTANCE
EXTERIOR
_
P-HOOK MOUNTING
,t4
ADAPTER CONCJCMU
;; •
ANCHORTYP.,SEE
ANCHOR NOTES &TABLE
EMBEDMENT: SEE
A SHEETI
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET9)
P-HOOK FOR USE WITH ANY
SILL RISER
Jc PARTS #18, 420, #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
ADAPTERCONCJCMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
A,SHEETI
r'
(ALSO SEE TYR
'
ILLUSTRATION, SHEET 9) .
2
1-114" MIN. EDGE DISTANCE
P-HOOK SMS ANCHOR TYP., /
SEE ANCHOR NOTES J
EXTERIOR
n
P-HOOK CONCJCMU /
ANCHOR TYP., SEE J!
EXTERIOR
& TABLE A, SHEET 1
V
ANCHOR NOTES & TABLE
(ALSO SEE TYP.
2.693" MIN.
A, SHEET 1
2.693• MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, 921, #23 OR #25,
� PARTS 419. #21, #23 OR #25,
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1 A, 2A & 3A MOUNT
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
FOR WATER RATINGS) ONLY
VEN= FL 94275
CERE OFAUnt NW6
FRIES 770 ALUM. SGD - LM IMPACT
nme mac —m..` -
scD-n6 MS14 a 22 PGT0130
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 comMy, with the Florida
Building Cade
NOA-No. 16-0629.06
Expiration Da�te002117/2020
BY
Miami -Da "roduct Control
�C�1V LYNM
.A 4la.58705
i� UJj�L•l � ;,
kIYM10 1UER P.E.
P,ES 69705
CONFIG. EXAMPLES
MAX. UNIT
WIDTH MAX. UNIT WIDTH
HEADER DETAIL'A', MAX. NOM. PANEL WIDTH
SHEET 18; INSTALLATION DLO TYP. PER TABLES 1-3
DETAILS'AW &'Ad, WIDTH INTERIOR
SHEETS 12 & 13
NOTES: EXTERIOR
1) SEE SHEET 17 FOR INDIVIDUAL "1
PANEL CONFIGURATIONS AS 90°
APPLICABLE. SEE DPlANCHOR PANEL PANEL
TABLES, SHEETS 6� FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL N2,
PANEL HEIGHT AND WIDTH. SEE TYPE OS' AS' TYPE SHEET 19 &CORNER
q' 7C ANCHORAGE SHEET 11
SHEETS 18 & 19 FOR SECTION MOM. MAX' UNIT
DETAILS AND SHEETS 12-14 FOR MAX PANEL MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL ! WIDTH TYP. DLO PER M', SHEET 19
2) (1) LOCK (ITEMS 75 & 107-110) AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE, LOCKING INTO NOTE 2 TABLES 1-3 1-3
KEEPER (ITEM 103) AT FRAME JAMB
ORASTRAGAL. a b JAMB DETAIL'G3',SHEET
3) PLEASE SEE APPLICABLE X X 18; INSTALLATION DETAILS
ASTRAGAL & 14TERLOCK X X 'GW &'Ge. SHEETS 12 & 13
COMBINATIONS PER DPIANCHOR
TABLES. DLO WIDTH = MOM. PANEL WIDTH -7"
SILL DETAIL'D', SHEET 18;
9o* DLO HEIGHT = DOOR UNIT HEIGHT-10.125'
INSTALLATION DETAILS EXAMPLE: 90" INSIDE CORNER, 4 PANELS - XX/XX PANEL HEIGHT = DOOR UNIT HEIGHT- 1.866'
'Dw' &'Dc', SHEETS 12 & 13
SILICONE HOT -MELT BUM
STRUCTURAL '
SILICONE STRUCTURAL SILICONE 3116'NOM.
BYOTHERS POLYISOBUTYLEN 1/a'NOM. FOAM
WITH
NT
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS -
#8X1'
#10 X 1-112, PH SMS
PH SMS
INT. GLASS INT. GLASS
,u KODISPACE 4SG TPS B SUPER SPACERONXT-
PRODUCT REVISED
ALUMINUM as complying with the Florida
REINFORCEMENT POLYISO- DESICCANT FILL AREA Building Codo
Noaavo, 76-0629,06
M.
PANEL CORNER FRAME CORNER BUTYLEAL SCONE E
6J76'NOM. SEAL Enplrreon Dato02/1712020
DETAIL DETAIL Burn a ROLL -FORMED SILICONE SEAL sr
DESICCANT STAINLESS STEEL Mlam ad duct Control
FOAM
Part#
Description
Material
124
Kommeriing 4SG TPS Spacer System
125
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
126
Ouanex Duraseal Spacer
Materials
127
Cardinal XL Edge Spacer
EXT. GLASS
EXT. GLASS .. `1:1 • : i l i r�; .
T.
INT. GLASS INT. GLASS - -
rqi
8 DURASEAL@ SPACERR to XL EDGEn SPACER
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8910
.
: /' •.
UR
asnsmte
a
SPAcSIs•
ANCHOR,4GEDETAILS /EXAMPLEELEVATION
%`' ^�;-�•`•'"''°'-'
tam7EGnvaooromvs
.;•>�':..
M vEnne� FL sty
RT.JR
SERIES 770 ALUM. SGD - LM IMPACT
lsay�eo-tea0
LYNN MILLER P.E.
JR
aeroa.e—_71°''`A.
10110114
CERT oFAI!lFL r1BY98
SGQ770
NTS
15 d 22
POT0130
B
P.EA58705
CONF! G. EXAMPLES INTERLOCK DETAIL IFFOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEE
��'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
'^T__INSTALLATION DETAILS'G%W &'Ge, SHEETS 12 & 13
tEr�j AMB DETAIL'G2', 7�ASTMRAGAL HEADER DETAIL A, SHEET HEADER DETAIL 'A, SHEET 18;
-SHEET 18:INSTALLATION S'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS Aw & Ac',
DETAILS'GoW &'Gc', L2, SHEET 19 'AW &'Ad, SHEETS 12 & 137 SHEETS 12 & 13
SHEETS 12 & 13 5 i 90' \
MAX.
DLO
NIDTI
TYR
PANEL
PANEL
PANEL
PANEL
PANEL
PIAYNPE
TYPE
TYPE
TYPE
TYPE
PANEL
PANEL
R'
L'
D'
A'
A
TYPE
TYPE
MAX.
C5
'OS'
MAX.
/
PANEL
/
/
HEIGHT
PER
SILL DETAIL
/
PANEL
/
I
HEIGHT
PER
MAX.
WIDTH TYP.
SEE
D', SHEET
MAX.
/
SEE
TABLES
PER
TABLES
18;
WIDTH
NOTE 2,
DLO
TABLES 13
NOTE 2,
1-3
INSTALL
DLO
PER
SHEET 15
93
HEIGHT
SHEET 15
DETAILS
HEIGHT
TABLES 1-3
0
x
x
SHEETS 12
`3
&13,
x
X
x
x
MAX. UNIT WIDTH
_
L. SEE FRAME &
SILL DETAIL'D', SHEET 18;
MAX. UNIT WIDTH
PANEL CORNER
CONSTRUCTION
EXAMPLE: OXXX
INSTALLATION DETAILS
DETAILS SHEET 15
2-TRACK
T W &'De, SHEETS 12 & 13
EXAMPLE: 90° OUTSIDE CORNER - xxm (2-TRACK)
JAMB DETAIL11', SHEET 18;
ASTRAGAL
DETAILS'L1' &
L2, SHEET 19_�
INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'W &
'1 INTERLOCK DETAIL'M', SHEET 19 'Ie, SHEETS 12 & 13�
HEADER DETAIL
'B' SHEET 18•
l 1
JAMB DETAIL'G3', SHEET
(18; INSTALLATION DETAILS
'Gy/ &'Gd, SHEETS 12 & 13
EXTE OR INTERIOR
INTERLOCK DETAIL
M', SHEET 19
90' OUTSIDE CORNER
DETAIL'Ni', SHEET 19 &
CORNERANCHORAGE
SHEET II
INTERIOR
E%TE tIOR
NOM.PANEL
WIDTH TYP.
PER TABLES
13
MAX. UNIT WIDTH — -k
JAMB DETAIL'H2', SHEET P-HOOK DETAIL W & W, SHEET '� HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATIONJAMB DETAIL'I2', SHEET 18; INSTALLATION
'Hw' &'He, SHEETS 12 & 13 'Jc', 'KW & We, SHEET 14 DETAILS 'Bw' &'Be, DETAILS W1 & le, SHEETS 12 & 13 18; INSTALLATION DETAILS
SHEETS 12 & 137 Cvv &'Cc', SHEETS 12 & 13
MA)
HE
F
TA
lam— MAX. UNII YYlU lrt
I
— —i
---
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
R,
L,
M.
F
I
o
UNIT
NOM.
GHT
PANEL
WIDTH TYP
Q
ER
/
/
3LES
MAX.
SEE
PER
-3
DLO
NOTE 2,
HEIGHT
SHEET 15
ILES]13
I
0
x
x
I
EXAMPLE: OXXXp SILL DETAIL'S', SHEET 18;-
(3 TRACK, RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ee, SHEETS 12 & 13
CERT" OFAUM 029296
t— MAX. UNIT WIDTH ^�
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
M'
F
IF
'P'
NOM.
UN
PANEL
HEI
WIDTHTYP.
%
PE
SEE
--NOTE 2.
MAX.
DLO
PER
TABLES 13
TAB
1
SHEETIS
HEIGHT
x
x
x
0
MA)i.
GHT
3
PRODUCT REVISED
as cam pying with the Florida
Bullding CCood,
NOA-No. 16-0629.06
IT
_
Expiration Onto 02/1712020
R
6y
LES
PAiaml o uct Con I
. _, :..
EXAMPLE: XXXO SILL DETAIL'F, SHEET 18;
,.. y i-
(4TRACK, BY-PASS) INSTALLATION DETAILS
n4
6 `-
FM/ &'Fe, SHEETS 12 & 13
'`; I v
EXAMPLE ELEVATIONS
:7.�'++'-�s—°
SERIES 770 ALUM. SGD - LM IMPACT
LYNN II1EPP.E
7A
sw-m NTS
16 d 22
PGTO130
B
P.Ees"05
F
SSEMBLYDETALSEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 10e FULL PANEL JAMB LENGTH
Fob R 1 �1
G1
2--TRACK JAMB
6" LONG CLIP #105
I @ W/ RETAINER #106
MIDSPAN (SHOWN WffH
FIXED PANEL TO
THE INTERIOR),
�IXTERIOR
14
64DX3/4"
123 FULL LENGTH
" OFJAMB
2TRACKJAMB JAMB
SM5,X3
#80 OR #105
6" LONG
W/ RETAINER #123
@
(SHOWN WITH
ao
MIDSPAN
FIXED PANEL TO
60 OR 61
THE EXTERIOR)
,f 7, RIOR
EXTEF
G
SHOWN WITH 2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERI
a
\'J
9
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
15
112
�
40
0
2-TRACK JAMB
51 52
W/ SCREEN
53
EXTERIOR
3
113
5
69
EXTERIOR
a
3-TRACK
B FRAME HEAD
0,
2--TRACK W/SCREEN 3-TRACK
FRAME SILL E FRAME SILL
• ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
13, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
N. VEMCF, FL34275
E DETAIL G1
:OR FIXED
ANEL CLIP
i2
17
5
LOCK PART
V15A
,TI�EXTERIOR
TI EXTERIOR"
v
0,EXIERIOR
V4-TRACK
3-TRACK JAMB
®(SHOWN WITH
3-TRACK JAMB
® (SHOWN WITH
JAMB
®(SHOWN WITH
4-TRACK JAMB
®(SHOWN WITH
H1 OPERABLE PANEL)
Hz FIXED PANEL TO
11 FIXED PANEL TO
O OPERABLE PANEL)
THE EXTERIOR)
THE INTERIOR)
4
113 5
EXTERIOR 80
a
4-TRACK MAX. UNIT
�,V FRAME HEAD HEIGHT PER
TABLES 1-3
EXT
4-TRACK
F FRAME SILL
941)400.16W SERIES UOALUM. SGD - LM IMPACT
sfea,ee asr Dort a:rmw
CERL OFAUM 029M m soo-770 NTS 1 18 d 22 PGT0130
PRODUCT REVISED
as compfzyf7rtg with the Florida
Building Goda
NOA-No. 16-0629.06
Expiration Doto 02/17/2020
li•:t�tli tll! .
- Na.SiC3 '•
_ :Cry �• I�
.Sia�EOr -
A LYNN MILLER, P.E.
P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 Q INTERIOR 61 113 118
�1 63 /� %1 Q P 7 11
113
-XTERIOR � I I II INTERIOR ��
IXfERIOR
INTERIOR
60 OR 61
®INTERLOCK
5
W
5D
81
g1
118
11
IXIERIOR
67
113
I�I_ EXTERIOR 113
v
68
_
113 103 118 �' �TET�
7
..
STANDARD ASTRAGAL1767
HEAVY-DUTY
�
90o INSIDE
62 �
S ITEM
L1 WITH STANDARD STILES 460
WITH HEAVY-DUTY STILES #61
N1 2 TRACK SHOWN
TRACK SHONN�
WN, ITEM
SHF,61OWN,
STILE)SHOWN,fTEM#6D
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
STILES.
A
Q INTERIOR
W-j��
5 PRODUCT REVISED
as complying with the Florida
Bullding Coda
rtoa tto. 16-0629.06
Expiration Dato 0211712020
17
7 135' By
14 6 81 32 MIamF roduct Control
103
�EXTERIOR 61 ;;ll:liir,
®135- INSIDE CORNER
02 2-TRACK SHOWN '
135' OUTSIDE CORNER
of 2-TRACK SHOWN
+
t :• '',; ' '
rp7p7Ec+motooruruve
HORIZONTAL SECTION DETAILS, CORNERS
,,
,,e
M 4EAliCE, FL 31475
mx
:.•�: _. ;,. ;;'
P41)-M0-1W0
RT.
SERIES 770 ALUM. SGD - LM IMPACT
—9
LYM MILLER P.E,
JR
f0/f0714
ptliC
CERT.OF'AOlN.Y1b2Be
SOD•770
NTS
19 m 22
POT0130
B
RE.#58705
ftemwG
N
PGT#
Description
1
17306
617306
2--TRACK HEAD
2
17303
6173M
2-TRACK HEAD WITH SCREEN RAL
3
17309
617309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
5
17314
817314
FRAME SCREW COVER
6
17317
617317
FRAME HEADIAMB ADD -ON
7
17304
6173D4
2-TRACK SILL
8
17301
6173DI
2-TRACK SILL WITH SCREEN RAIL
9
1 17307
1 617307
3-TRACK SILL
i0
17310
617310
4-TRACK SILL
11
17313
617313
FRAME SILLTRACK INSERT
17315
617315
FRAME SILLSCREEN ADD-0N (SEE NOTE 3)
1 3310
617316
FRAME SILL SCREEN END ADD -ON (SEE NOTE 3)
17305617305
2-TRACK JAMB
17302
8173D2
2-TRACK JAMB WITH SCREEN RAIL
d
17308
6173DB
XTRACK JAMB
17311
617311
4TRACK JAMB
17322
617322
SILL RISER -FLAT, FLUSH, 1-1/2'
17319
617319
SILL RISER -BOX FLUSH, 1-112'17321
617321
SILL RISER -FLAT, LOW, 2-1/2'
21
17318
617318
SELL RISER -BOX LOW, 2.10
5
617355
SILL RISER - FLAT, MEDIUM, 34W
4
817354
SILL RISER -BOX MEDIUM, 3-1/4'
3
617323
SILL RISER -FLAT, HIGH, 4'
0
617320
SILL RISER -BO)( HIGH, 4'
33
017333
POCKET RHOOK
0
j2834
87070
NEOPRENE BULB WSTP FOR Pf10OK
34
617334
POCKET P4100K MOUNT
35
617335
P-HOOK COVER
48
617348
POCKET P-HOOK FOR BOXRISER
T8
617378
1135 CORNER
32
17376
61T376
1135 FDED MOUNT
ITEMS 4057
ARE SCREEN PARTS:
40
4319
1912258
SCREEN SIDE RAIL -LOCKSTIE
41F4428
7LOCKWGSK
SCREEN LOCKSET
4241BIO
SCREEN KEEPER SPACER SET
43
68152
SCREEN INTERLOCK ADAPTER
44
84428
SCREEN DOUBLE INTERLOCK
45
612256
SCREEN TOP RAL
46
012257
SCREEN BOTTOM RAIL
47
7SRAZ
STANDARD ROLLER
46
7SRAX
STANDARD ROLLER-ST. STL
49
64344
SCREEN ASTRAGAL
50
17349
617349
O)O SCREEN ASTRAGAL ADAPTER
51
1692
61892
SCREEN SPLINE -.185'
52
ism
61694
SCREEN SPLINE-.15V
53
61816C20
SCREEN CLOTH
54
1725
1/2'X4' X 1/16- SET. BLOCK, NEOPRENE 85 4f-6
55
1725
l" X4' Xt/16' SET. BLOCK, NEOPRENE 85 *f-5
Item
pwg #
PGT#,
Description
60
17325
617325
PANEL STILE
61
17328
617326
PANEL STILE 91EAVY DUTY)
62
17327
017327
INTERLOCK ADAPTOR
63
1225
SM48
VINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
84
1729
71729
SILL END WEATHERSTRIPPAD
85
17328
617328
INTERLOCK SCREW COVER
67
17329
1 611329
ASTRAGAL
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
017324
TOP & BOT10M RAIL
70
17350
417350
WEATHERSTRIP EXTENSION MJECTDN MOLDED)
71
1695
71B95
1-1/2" X 1" X 3/A° HIGH FIN SEAL OUST PLUGS
72
Bi53
78163X
TANDEM ST. STL ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74 .
SILICONE
DOW-899, DOW-995 OR GE 7700
75
8185
78105X
OEM IN] MORTICE 3-PLY DUAL LOCK WAANG TRM PLATE
76
71M=FPFX
iil032 X 1' FL. SS SCREW Wf TYPE °P TIP
77
7103239
1032 STEEL ZNC U41UT
79
17357
07357
V IG BEAD
80
17359
617359
7/16" BEAD! FDED PANEL CLIP
81
17360
617360
9/16'BEAD
82
1224
6TP247K
VINYL BULB WEATHERSTRIP.
83
61745
IT45
LOWE INC, 1fV Xtfle' SGL SIDE ADH. TAPE, POLYETH.
100
8052
48052
ROLLER AD,L HOLE PLUG
101
72087
JOMD BUMPER
102
1090
71696
DUSTPLUG
103
8188
781 BUX
1'KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
105
17344
617344
FDED PANEL CLIP - 6' LONG
100
17352
817352
FDED PANEL RETAINER - 9116'
107
1739
71739
HANDLE KIr- INTERIOR RAISED WITHTHUMB TURN
1D8
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KIT- RECESSED INTERIOR WTTH THUMB TURN
110
1732
7(1178
HANDLE KIT- RECESSED EXTERIOR PULL
111
71D)G4PPSDAX
MO X3f4' PH. PN. TEK- S.S.
112
1235
07518
WSTP,.27OX.170-FIN SEAL
113
1712
84DBS
ATr X.230"FNSEAL
114
710X115PPX
410X1-112'
115
710XPPT
#10 X 1"
116
720XIX
#144OX1'S.S.
117
720XI12X
#14,20 X 1-11T S.S.
lie I
17336
517338
90 DEGREE CORNER RECEIVER
119
17337
817337
90 DEGREE OUTSIDE CORNER ASTRAGAL
120 1
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123 1
17352
617352
FDED PANEL RETAINER, 7W
LIST
SERIES 770 ALUM. SGD - LM IMPACT
- s.e �k
CEHr-OFAI/T1L9ZM ° SCD-77D NTS 20 d 22 PGT0730
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 012 OR #13 REQUIRES
MIN. #10 SMS OR 3116' MASONRY
ANCHORS ® 2,4' MAX. O.C.
PRODUCT REVISED
on COMPlying with the Flerldn
Sending Code
NOA-No. 16-0629.06
Fxplratlon Date 02/17/2020
Dr
Miami- ,, duct Control
f;16
A LYNN MILLER, P.E.
P.E.#58705
5.069' 8.582'
O.O"0"
1.505"
0.081" 1O2-TRACK HEAD to 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198" ►{
1.211"
0.081" O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
6.526"
0.080"
1.506"
O8 3-TRACK SILL
(6063-T6 AL)
7.105" 6.221"
0.080'
• 1 2!11" 1.505"
0.081" O3 3-TRACK HEAD O2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
9.142"
4A9"
-7 0.080'
rTT
1 211" 1.605'
�.
0.081° 04-TRACK HEAD 02-TRACK SILL
(6063-T6 AL) (6063T6 AL)
1.b14°
1.2I f 0.060"
0.062" LII
0.532' 0.760'
60"
::
0.060" 1.516° 1.990"
OFRAME HEAD/JAMB SCREEN
ADD -ON
FRAME SILL SCREEN
12 ADD-0N
FRAME SILL SCREEN
13 END ADD -ON
(6063-T6 AL)
(6063-T6 AL)
(8063-T6 AL)
REQUIRES MIN. #10 SMS
REQUIRES MIN. #10 SMS
OR 3116" MASONRY
OR 3/16" MASONRY
SEE SHEET 17 FOR SILL RISERS.
ANCHORS @ 24' MAX. O.C.
ANCHORS @ 24" MAX. O.C.
FL 34M
8"
G2-TRACK JAMB W/
15 SCREEN TRACK
(6063-T6 AL)
5"
16 3-TRACK JAMB
(6063-T6 AL)
1.872'
0.062'
1.019"
0.081"
SCREEN
40 STILE
(6063-T6 AL)
5.069"
•--►{ 1- 1.045'
1.993""I 0.062"
74 2-TRACK JAMB
OSCREEN
TOP RAIL
(6063-Te AL)
(6053-T6 AL)
17 4-TRACK JAMB
(6063-T6 AL)
I SERIES 770 ALUM. SGD - LM IMPACT I
CERr. OFAM.. W2M 1 I SOD-770
21 + 22 1 PG70130
I� 0.876"
1.993'
L 0.062"
SCREEN
BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
as comp)yIng with the Florida
Dulldin8 Coda
NOA-No. 16-0629.06
Expiration Data 02/17/2020
By 151- -
Miami-Vad�~uct Control
tia.33T.: -
6 _g (6
A LYNN MILER P.E.
RE1 Sams
1.016"
2.304" Q,3,1102"
3.802*
0.752-
*13"
2"
0.574" 1 0.1124 L 0.885'
0.062" 0.796' r
FRAME SILL 0.075" P-HOOK MOUNTING 0 23P-HOOK SCREW
5 11 - 26 P-HOOK z5 2s �o P-HOOK FOR BOX RISER
COVER OTRACK O(6083 TB AL) OADAPTOR COVER 0.080" (6063 T6 AL)
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
37 135" CORNER
(6063-T6 AL)
1.488°
.080" 1.870"
32 135° FIXED MOUNT
(6063 T6 AL)
3.979"
LjLjD 0.075"
-rL- 1.646°
0.126'
O STANDARD ASTRAGAL
(6053 T6 AL)
4- J 0.062" 1.600
Imo- 3.125"
60 STANDARD STILE
(6063 T6 AL)
0.281" •---I
s8 HEAVY DUTY ASTRAGAL
(6063-T6 AL)
4„
0.133" 1.600
Fes- 3.125"
61 HEAVY DUTY STILE
(6063 T6 AL)
1+-- 4.125. - y
'.645"I 1T
'.64 0.062" J 1.304 4� 3.26' -+1
Os TOP/BOTTOM RAIL
(6063-T6 AL)
1.739'
NiB.
INTERLOCK
AD
(6063-T6 AL)
^
.050
.289" 611'
485"
,045'
GLAZI
79 BEAD (I GJ OB/EAD. FIXEDG
(6063-T6 AL) PANEL CLIP
(6063-T6 AL) .
et BBEADGLAZING
(6063-T6 AL)
1.003"
1.03'
4" -y
0.757' � 0.060"
0.050"
OFIXED 2.893'
10' PANEL CLIP 0.709"
(6083-T6 AL) I 1.498' 0.133• 1
0.863 I-•� 0.080'
.550'
0.709' 12s FIXED OPANEL 6.621" RETAINER, 7/8" 2.826'
--J
0.OB0" �I (6063-T6 AL) 11s 90' OUTSIDE CORNER ASTRAGAL
FVED PANEL 11e 90° CORNER RECEIVER (6063-TB AL)
105 RETAINER 9116' (6063 T6AL)
(6063-T6 AL)
VEWM R 3C75
CERL OFAUM A29M
5.621"
0.133"
.498'
120 90' INSIDE CORNER ASTRAGAL
(6063-T6 AL)
I SERIES 770 ALUM. SGD - LM IMPACT I
SGonO
22 n 22 1 PGTO130
1.303"
0.325"
0.062"
INTERLOCK
s5 SCREW COVER
(6C63-T6 AL)
PRODUCT,REVISED
as -m lyyingg with the Florida
Building Codo
NoA-No. 16-0629.06
Expirationon Dato02117Y1020
By
Miafnl-D �duct Gontiol
A LYNN MUER P.E.
P.E.# 58705