HomeMy WebLinkAboutNOA; Series SGD-770 Aluminium Sliding Glass Door" I E FrEIVED
't
10 MAY 15 2019
MIAMI-DA►DE ST, ln44cie County, Permitting 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 °GSGD-770" Aluminum Sliding Glass Door wv / 90° & 135° corners — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets
1 through 22 of 22, dated 10110114, with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0629.06 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.
MIAM{•DADE COUPITY,/�2 NOA No. 17-0420.12
Expiration Date: February 17, 2020
Elbe Approval Date: September 28, 2017
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. SOD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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, 06/17/16 and 06120116, all signed & sealed by Idalmis Ortega, P.E.
(Submitted tinder NOA No.16-0629.06)
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 FB.C, 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) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report 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 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales .
(Submitted tinder NOA No. 09-0826.10)
Jorge M. Plasencia, P.E.
P oduct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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-5t°
Edition (2014) and FBC-6"' Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5" Edition (2014) and FBC-61" Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
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::-
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA•S, ANSUAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE. HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-�033, FTL-6036 AND FTL-7554
Type
Description (Listed from Exterior to Interior)
Gil
7116' Laminated; (2) Utes of 3/16 HS Glass with .090' PVB Intedayer
G3A
91164 Laminated: (2) Utes of 1/4' HS Glass wlth.090` PVB Imedayer
G4
7/16' Laminated: (2) Utes of 311E HS Glass w8h.GW SO Intedayer
G4A
9f166 Laminated: (2) Utes of 1/4" HS Glass with .090' SO Inladayer
G5
G5A
1' Laminated LG.: 311E TExledor Cap +318' Air Space+ 7/19' Laminated; (2) Utes of 311E HS Glass wIm.09T PVB Intedayer
1°L ndnawd LG.:1/4•TExterior Cap +511E Air Space +711E Laminated; (2) Utes cfaflE HS Glass wfth.OW PVB kdedayer
GB
1' Laminated LG.: 311E T EXledof CaP+Wr Air Space+ 711E Laminated; (2) Utes of 311E HS Glass yMh.090' SG lntedaycr
G6A
1' Lemhraled LG.: II V T Exledor Cap + 511E Air Space+ 7/1E Laminated; (2) Utes of 311E HS Glass with .090' SG Intedayer
G7
711E Laminated: (2) Wca of 311E ANN Glass with .090' SG Intadayor
G7A
191191 Laminated: (2) Utes of lIO ANN Glass with .09P SG Intedayer
GB
III Laminated L0.: 3118° T Extedor Cap + 318• Ak Space 4 7116' laminated; (2) Utes of 311E ANN Glass with .090' SG Intedayer
GBA
t-Laminated LG.:1/4"TExtador C2p+511EAlr Space+7/16•Wmrnated;(2)Utes 0311E ANN Glass whh.09T SG Intedayer
'ANN'=ANNEALED
'HS' = HEAT STRENGTHENED
T =TEMPERED
'PVB' a .090' TROSIFOL® PVB BY KURARAY AMERICA. INC.
-SG-=.090" SENTRYGLASOBY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1.2 & 3 ON RATED FOR LARGE 8 SMALL
SHEETS 6, 7 & B MISSILE IMPACT RESISTANCE
CODES STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 67H EDITION
•2014 FLORIDA BUILDING CODE (FBC), 51H EDITION
-ASTM E1300-09
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S10042
•AISC 350.10
GENERAL NOTES .............
I
EXAMPLE CONFIGS ..........
2-3
GLAZING DETAILS ............
4.5
ANCHORAGE .....................6-14
DESIGN PRESSURES
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................15.16
PANEL / SILLTYPES.........17
CROSS SECTIONS ............ 18,19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
I W I i5,W17 C _ I UPDATID TO FBC 2w,, REVISED TABLES 1, $ 3 & A )
AVEMCE, FL 34-
MI)490.16W
CERT. OPAUIIL s2a269
TARI F A•
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Min, O.C.
Distance
Min,
Fmbedmenlar
Metal Thickness
A
#121" SMS,
(Fy=80 ksl, Fe= 95 ks0
R12410 SS SMS,
(Fy= 90 ksi. Fc= 110 ksl)
All
Southern Pine (SG - 055)
9110"
718'
1-W8"
6053•75 Aluminum
3/8'
9116'
0.090,
A36 Stool
318'
9/16'
0.050'
Gr. 33 Steel Stud
318"
9/16'
0.045" (18 Ga)
1/4' Elco Aggre-Gator®
Fy=S7 ksl, Fa=98 kai
All
Concrete min. 2.22 ks
1112"
3"
1-We,
Jamb / P-hook
Filled Black ASTM C90
r
3°
2"
Jamb / P-hook
Hollow Block(ASTM CO)2"
3'
1.114'
All
Southern Pine LSG= 0.55
1'
1'
1.81E
B
S72 Steel SMS (Gr. 6)
(min. to threads ( beyond
metals reads be
pg
Southern Pine (SG =0.55)
91 8'
Ile°
1-3fE
6063-TB Aluminum
318"
9116'
0.090"
A36 Steel
3/E
9116'
0.050"
Gr. 33 Steel Stud
31W
9116`
1 0.045' 18 Ga
0
1/4' Elco UltraConV
Fy=155 ksl, F6=177 ksl
All
Concrete (min. 2B5 ksi)
1'
4'
1-TS"
Jamb / P-hook
Hollow Block (ASTM C90)
1'
8°
1-1/4'
1/4' Elea UltraConQ
Fy=155 ksi, Fe 177 ksl
All
Concrete (min. 2.85 ksl)
2-112"
1.3/8"
Jamb 1 P-hook
Jamb / P-hook
Filled Block(ASTM C90
Hollow Block ASTM C9M
2.112"
2.1/2'
4'
61
1-0/4"
1-1/4"
D
1/41410 SS Elco Crele temp
Fy=127.4lost, Fa= 189.7 ksl
Head / S01
Concrete min. 3.35 ksl)
1'
4'
1-T4'
Jamb / P-hook
Concrete min. 3.35 ksl)
1'
6"
1314'
Jamb / P-hook
Hollow Black (ASTM C90
2.112'
6°
1-1/4"
All
Southern Pine SG - 0.55
1'
1'
1.3f8'
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY-33 KSI.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
6) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1A-THICK.
as complying with the Florida
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
Building Code
NOA-No. 17-0420.12
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS
Expiration Date 02M7/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
By
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
Miam - e Pro uet contra
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
I I I I 1 I11
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
NY LYfV �i
MAX. 1/4" THICK & 3400 PSI MIN., ONE BY OTHERS MUST FULLY
THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
,,;0....... ,��.
1,ICEN,?
SUPPORT
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
�1 .
Q.
ND•
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
= * : 58706 -
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THEAUTHORITYHAVING JURISDICTION,
�O.�` 9
GENERAL NOTES AND MAP
TE�rF�
%,t� ''•ORIOP,: ' \2�
SERIES 770 ALUM. SGD - LM IMPACT
�","S OVAL 0 Nf
sGa770
NTS
i a 22
"'s'
POT0130
a'c
C
A LYNN MILLER, P.E.
P.E.958705
u
0
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX UNIT WIDTH
LOCATIONS USING DETAIL "JW', "de, "KW' OR "Kc" INSTALLATION.
MAX UNIT WIDTH
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp,OR XXXXp. OXXX IN POCKET CONFIGURATION
NOM. PANEL WIDTH
NOM. PANEL WIDTH
1 3
CAN BE OXXXp
PER TABLES 1-3
3
PER TABLES I-3
g
j
2) 90' & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
1
Gc
UNIT
¢
1a o rc o
I a Q.
a 1 I °r
MAX. UNIT 13
HEIGHT
g
e
Jw Jc 1
1 I o i o
1 1a
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.MAX.
HEIGHT
PER TABLES 1-3
/
ix It
PER TABLES 1-3
/
/
I k�
I
"X" = OPERABLE PANEL,
"O" =INOPERABLE PANEL,
� S
III a
I
POCK a,
'p° =POCKET DETAIL LETTER
POCKET I y
_J\r___�
jl-'
"w" = WOOD OR METAL INSTALLATION
'a"=CONCRETE INSTALLATION
1-PANEL
2-PANEL
1
CONFIGURATIONS
CONFIGURATIONS , ,3
SHEET NUMBER
MAX. UNIT WIDTH
MAX UNIT WIDTH
DLO WIDTH = NOM. PANEL WIDTH -7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
NOM. PANEL WIDTH
j
NOM. PANEL
WIDTH
Ac Rc 1 13
PANEL HEIGHT= DOOR UNIT HEIGHT - 1.866'
PER TABLES 1-3
13 t t3
PER TABLES
Gc
1 3
MAX. UNIT 1w 3
HEIGHT
PER TABLES 1-3
I
Jw Jc 1
t t 1 u� 04O c+ MAX. UNIT
10
t i � � �, HEIGHT
I� PER
TABLES 1.3
PocKEr ; I1—
s�r__
3-PANEL CONFIGURATIONS
12 13 13
l
m
m
m
m
MAX UNIT WIDTH
NOM. PANEL WIDTH A A` t3 2 13
PER TABLES 1 3
F
MAX. UNIT 1 3
HEIGHT 1 13
PER TABLES 1-3
J�
m
m
m
m
5-PANEL CONFIGURATIONS 6
1 9 104/05l17 C I NO CHANGES THIS SHEET. 1
YIII 1111
4-PANEL CONFIGURATIONS
MAX UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
I �
1 1 o�o
POCKET i 4
Jc i
I
MAX UNIT HEIGHT
"12.
TABLES 1�
POCKET
• (OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
N. VEMM FL 34275
pfl)450-150a
CERT. OFAUM #29T95
FRIES 770 ALUM. SGD - LM IMPACT
xwaer for o."nrw
SGO-770 I MS 1 2 - 22 PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Data 02117/2020
Ilv.r�IIL
* No.58705
0 , wTlr=
G `
i 70NAL IEN 0'
A LYNN MILLER, P.E.
REI258705
0
11
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
355-7/16- @ 96- HEIGHT -
300-1/4' @ 120" HEIGHT
NOM. PANEL WIDTH 1 3 3 1
PER TABLES 13
Cc 19 19
9
1
MAX. UNIT 1 �3 19 1g 19 19
HEIGHT, 1
96" OR 120'
6-PANEL CONFIGURATIONS
iL�iE!
MAX. UNIT WIDTH
NOM. PANEL WIDTH O
PER TABLES 1-3 1 r3 1 13 12
1 3
MAX UNIT c
HEIGHT � 13
PER TABlLES 1-3
NOM. PANEL WIDTH
PER TABLES 13
MAX. UNIT
HEIGHT
PER TABLES
POGCEr
i�F'7
�
fmD
m
�
imF'7
'o
sks'
a�
J Jc' I
1
1 I°a°
I ss
PooxEr I 0
1
7-PANEL CONFIGURATIONS F
1 13 12 13
8-PANEL CONFIGUIiAI IUNS
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'Jvl, "Je. "KvP OR'KD" INSTALLATION.
EXAMPLE: 4-PANEL )O= IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp, OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90- & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
"X" = OPERABLE PANEL,
'0" = INOPERABLE PANEL,
'p" = POCKET
f—DETAIL• LETTER
W° = WOOD OR METAL INSTALLATION
c" = CONCRETE INSTALLATION
L—SHEETNUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866'
iu vErw6zi ;i - EXAMPLE CONFIGURATIONS
19ar1 aeareoo ,d,
CERr. CFAURt #29M SERIES 770 ALUM. SGD - LM IMPACT
gsmlwnoanr
Poe"T, s v-rro NTS 3 d 22 ' PG7U130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
Ivan&=
�•�1Y LYNN
No. 58705
'��•� s7 TE OF� ,•���
s••:c�ORIDP
�'''`S�gNAI IENC��,•
101
A LYNN MILLER, P.E.
REA5e79s
GLAZING DETAILS (133,
G3A, G4, G4A, G5 & G5A)
7116" NOM.
7/16" NOM.
1" NOM.
3/16" HS GLASS
3/16' HS GLASS
3116" HS GLASS
—
.090° PVB
,pgp• pVg
.090" SG
3/16" HS GLA
3116" HS GLASS
74 3/16" HS GLASS
T4 3/8" AIR SPACE
3/16' T GLASS
e2
e2
_
DV
83
EXTERIOR
3 4' NO EXTERIOR
3 4"LASS
,24.,27
BITE
BffE
EXTERIOR
go
B0
a
7/16" LAMINATED GLASS, TYPE G3
7/16" LAMINATED GLASS, TYPE G4
I"LAMINATED I.G. GLASS, TYPE G5
9/16" NOM.
9/16" NOM.
1' NOM.
3116" HS GLASS
1!4" HS GLASS
1/4° HS GLASS
.090" PVB
.090" PVB
.090" SG
3116' HS GLASS
1/4" HS GLASSVG
1I4° HS GLASS 74
5/16"AIR SPACE
—
114"TGLASS
PRODUCT REVISED
B2
as complyln with the Florida
314" NOM.
F341�N
Building Code
NOA-No. 17-0420.12
EXTERIOR
EXTERIOR GLASS
124.127
Expiration Date 02/17/2020
BITE
By i
EXTERIOR
Miam,-523iywroauct control
9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
pNY•LNv /f 1*
:. LICENyF'•.1��
GLAZING NOTES: ' 1p ; No. 55705
'ANN'=ANNEALED =
'HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. - -
"T"=TEMPERED ;ON •, STA tv�;
"PVB"=.090'TROSIF0& PVB BY KURARAY AMERICA, INC. f0707ENCE;FL34275 GL
"SG" = .090' SENTRYGLAS®BY KURARAY AMERICA, INC. Iv �t,s�eal soonL�T
GLAZJNG DETAILS �FS '• �,tO......
r- CERT.OFAM.9=96SERIES 770 ALUM. SGD - LM IMPACT �/''s;ONAL ENG
JR 04iD5/17 C NO CHANGES THIS SHEET. oaa' tm�vn , sdc sn.t o -V- wr. ��U�
ommnor oars m wx wrmmusmmm A. LYN{I�IIue�PF.
JR f0/10114 �AIGHI3RE m?m SO0.770 NTS 4 d 22 PGTO120 C P.E.#58706
GLAZING DETAILS
(G6, G6A, G7, G7A, G8 & 138A)
1' NOM. 7/16" NOM.
1" NOM.
3/16" ANN GLASS
3/16' HS GLASS
3116' ANN GLASS
.090" S
.090' SG
.090" SG
3/16° ANN GLASS
3116" HS GLASS
74
3/8" AIR SPACE
74 3116" ANN GLASS
3/8" AIR SPACE
74
3116" T GLASS
-
82
3/16" T GLASS
83
83
3/4" NOM. EXTERIOR
314" NOM.
GLAABITE 124-127
3!4" NOM-
124-127
GLASS a
GLASS
BITE
EXTERIOR
BITE
EXTEPoOR
80
_
79 .,
1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
1" NOM. 9/16" NOM. V NOM.
3116" HS GLASS 3/16" ANN GLASS
.090' SG 1/4° ANN GLASS .090' SG
3/16" HS GLASS .090' SG 3/16" ANN GLASS
5/16° AIR SPACE 74 1/4" ANN GLASS 74 5116" AIR SPACE 71
1/4" T GLASS
1f4 T GLASS
82
-
PRODUCT REVISED
83
as complying with the Florida
B3
3/4' NOM.
Bullding Code
BOA -No. 17-0420.12
3/4" NOM.
124-127
EXTERIOR
GLASS
3/4" NOM.
124-127 GLASS
Expiration Date 02/17/2020
GLASS
BITE
BITE
BITE
By
Mlaml-Da Product Control
EXTERIOR , ,
"
EXTERIOR
e, a
79
54
79
55
85
1" LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS,
TYPE G7A
1" LAMINATED I.G. GLASS, TYPE G8A
.
`t1t 11111Irrlr�/
•
• IICENy°� �5
'
_� s¢ No. 58705 •'P
GLAZING NOTES.
- 10
:'ANN ANNEALED
'.'HS" =HEAT STRENGTHENED
SEE SPACER DETAILS.
'�0� .
0
"T°
SHEET 15 FOR
s �/Q
=TEMPERED
"PVB"=.090"7ROSIFOL PVBBYKURARAYAMERICA,INC.
,o7p TECNNOLOOYDRIVE
N.lVaEW ,F 5
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GLAZING DETAILS
� In �40RIDP * %=
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' Z I
"SG" = .090" SENTRYGLAEP BY KURARAY AMERICA. INC.
i NAL E �"
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": oar r"
CERr.OFAr77TL628296
SERIES 770 ALUM. SGD-LMIMPACT
JR 04N5�f7 C NO CNANOES iH/S SHEET.
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A LYNN MILLER, P£
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1
11
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on go' or 135" comer units, see sheet 11
Maximum DP for all sizes:
+60 /-60 psf
(May be limited by Table 1A)
Table applies to Glass Types 3,
3A, 5, 5A, 7, 7A, 8 & 8A and
Door Unit Height
80'
84"
W,
98"
69_718" DLO
73.718" OLO
79-7/6' OLD
85.7I8' DLO
the StilelAstragal Types shown
below.
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
O
A
B
C
D
A
B
C
D
A
B
C
D
Head/Sill
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
+
+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
24"
1
Jamb
8
a
8
8
8
8
8
a
8
8
6
a
a
8
6
8
DLO
P-hook
8+7
6+T
8+7
6+7
7+8
7+8
7+6
7+8
7a8
7+8
7+8
7+6
7+8
7+8
7+8
7+8
Head/Slll
C4+1
C4+1
C1+1
C4+1
04+1
C4+1
04+1
C4+1
C4+1
04+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
G
30"
•lamh
8
6
8
a
8
8
6
8
8
a
6
a
8
8
8
a
$
v
DLO
P-hook
8+7
6+7
6+7
6+7
7+6
7+6
7+6
7+8
7+6
7+8
7+8
7+8
7+6
7+6
7+6
7+8
Head/SIII
C4+1
C1+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
04+1
C4+1
C4+1
36'
D O
Jamb
8
8
a
8
a
a
8
a
8
8
8
8
8
6
8
8
a.
P-hook
6+7
6+7
1 6+7
6+7
7+13
7+8
1 7+8
7+8
1 7+8
7+8
7+8
1 7+8
1 7+8
7+8
7+8
1 7+8
-�
HeadlSill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1b7+8
04+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
E
42"
Jamb
8
8
8
8
8
a
8
8
8
6
8
8
6
8
a
z
DLO
P hcok
8+7
8+7
8+7
6+7
7+8
7+8
7+8
7+6
7+6
7+8
7+8
7+8
7+8
7+8
7+8
Head/SIII
C4a2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
CA+2
C4+2
C4+2
C4+2
48'
Jamb
8
a
9
a
8
8
8
8
9-
a6+7
DLO
6+7
6+7
7+8
7+8
7+8
7+g
7+6
7+8
7+6
7+6
7a8
7+6
7a8
FOR EXAMPLE ON USING TABLE, SEE SHEE 1 B.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED 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 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.
TALI C I A -
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Fiat or Box, see
Pressure, psf
Sheet 17)
Flush -1412'
see note 3
Low-2-1/2"
+46.67
Medium - 3-1/4"
+ 60.0
High-4-
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
=
SI OH RAT10 Z 1
O
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90° Astragal
135" Astragal
Assembly
Lockstile @
135° Astragal
StandardStlles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty5tlle
Heavy-duty Stile
Heavy-dutyStlle
-EM
Astragal
Standard Ast
�1�J•�
Outside C
Outside
Comer
Innide v
CoInside
Corner
Corner
Outside
Insidelde C
Corner
Part#60(x2J
Part#60
Part#60
Part #60 (Stile)
Part N67 (Astragal)
Part#60
Part#118((Colmer
Receiver)
Part#119(Out)
Part #120 (In.)
Stile
parts#31( 
(Corn. & Fxd Mount)
Part#61
I JR 104Ai%7 I C I REVISED TABLE 1. 1
N. VWCE,M41)46 -1 00 PIT
DPAND
rsalJaeo•f5sd
CERT. CFAUTN i2B286 SERIES
SGD-770
I ALUM. SGD - LM IMPACT
a1c
NTS 6 d 22 PGT0130
``�t1111111I/J//
P��.•'••UCENS��C��
1}. NO.58705
'J,J�NALIEN��.
A. LYNN MILLER P.E.
P.E.# 58705
I AtlLt C:
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For corner astragal anchorage on 90' or 135• comer unite, see sheet 11
Maximum DP for all sizes: +601.60
(May be limited by Table 2A)
Table applies to Glass Types 4, 4A,
6, BA, 7, 7A, 8 & 8A and the
Stile/Astragal Types shown below.
Door Unit
Height
Bo'
84'
90
9w
102"
low
114"
120'
69-7/9' DLO
73-718" DLO
79-718' DLO
8S7iw DLO
91-7/8' DLO
97-7/8" DLO
---Anchor
103.7/6' DLO
109.718' DLO
Anchor Group
Anchor
Group
Anchor Group
Anchor Group
Anehor Group
Group
Anchor Group
Anehor Group
A B C D
A B
C D
A B C D
A B C D
A B C D
A B C D
A B C D
A B C D
Head/Slll
C4+1
C4+1
C4+1
C4+1
CA+1
+1
C4+
+1
+
+1
64+1
C4+1
C4+1+1
C4+1
C4+1
G4+1
CI+1
C4+1
C4+1
CA+1
C4+1
C4+
04+1
04+1
C4+1
C4+1
C4+1
Gi+t
+
C4+
Gtr1
24'
DLO
Jamb
8
8
8
8
8
8
8
- 8
8
8
e
B
B
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
P-hooK
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+B
7+8
8+9
6+9
6+9
8+9
8+9
5+9
8+9
8+9
9+10
9+10
8+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
C4+1
C4+1
C4+1
C4+1
54+1
64+1
04+1
C4+1
C4+1
04+1
04+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C1+1
C4+1
04+1
04+1
C4+1
C4+1
C4+1
C4r1
C4+1
C4+1
04+1
C4+1
04+1
C4+1
C4+1
30'
0
Jamb
8
8
8-
8
8
B
8
8
B
8
6
8
B
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
P-hook
8+7
6+7
6+7
6+7
7+B
T 8
7+6
7+8
T+B
7+8
7r8
7+8
7+8
7+8
7+8
7+8
8+9
849
8+9
8+9
0+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
CA+1
C4+1
04+1
C4+1
G4+1
G1+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
6W
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
G1+1
C4+1
C1+1
C4+1
G+1
04+1
36'
Jamb
B
6
8
a
8
8
8
a
8
B
B
B
B
8
8
8
10
to
10
10
10
10
10
10
10
10
10
10
10
10
10
10
g
OLOP-hook
6+7
6+7
6+7
8+7
7+8
7+8
7+8
7+8
7+8
7+B
7+8
7+8
7+a
7+8
7+8
7+8
8+9
8+9
B+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9*10
9+10,
9r10
9+10
—
Head/Sill
C1+1
C4+i
C4+1
CAN
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
CA+1
C4+1
C4+1
01+1
C4+1
C4+1
04+1
C4+1
C4+1
CA+1
C4+1
C5+1
C5+i
C4+1
C4+1
42'
Jamb
8
8
8
8
8
B
8
B
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
t0
10
10
12
10
10
10
a
DLO
P-hook
6+T
6+7
8+7
8+7
7+8
7rB
7+8
7+B
7+8
7+8
7+B
7+8
7+8
7+B
7+B
7+B
8+9
8+g
B+9
B+9
B+9
8+9
8*8
9
9+10
8+10
9r10
9+10
gr10
9+10
9+10
g+10
m
Head/Sill
C4+2
C4+2
C4r2
CSr2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
G1+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C8+2
CS+2
C4+2
2
C5+2
C5+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
48"
41"
Jamb
B
8
8
8
8
8
8
B
B
8
8
8
10
8
B
B
10
10
10
10
10
10
10
t1+0
12
10
10
10
12
10
10
10P-hook
Br7
6+7
6+7
6+7
7+8
7+8
7+B
7r8
7+8
7+B
7+8
7+8
7+8
7+8
7+8
7+8
B*9
8+9
0+9
B+9
B+9
8+9
B+9
8
S.
g+10
9+10
9+10
9+10
9+10
9+10
9+10
54'
DLO
Head/Slll
C4+2
C4+2
CA+2
CA+2
C4+2
CI+2
04+2
C4+2
C4+2
C4+2
C4+2
CA+2
C4+2
C4+2
C4+2
C1+2
Not available in these sizes
-
Jamb
8
8
8
8
e47'
8
8
8
10
8
B
8
io
8'
8
8
P-hook
B+7
6+7
6+7
8+7
7+8
7+8
7+8
7+8
7+6
7+a
7+8
7+8
7+8
7+8
7+B
7+8
6cr
DLO
Head/5111
CA+2
C4+2
G9+2
C4+2
CA+2
C4+2
G7+2
C4+2
C4+2
C4+2
C4*2
C4+2
CA+2
C4+2
C4+2
C4+2
Jamb
8
8
B
B
8
8
8
8
10
8
8
8
10
B
8
8
P-hook
6+7
6+7
8+7
6+7
7+8
7+8
7+8
7*8
......77+8
T+8
7+8
7+8
7+8
7+8
curt rwvr,r Lc v,. ...,..+ .`... .-•-......�....
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 PRES. UNCHANGED). SEE TABLE 2A.
3) 4', 3-1/4" AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112'
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CQNDMON IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
C ED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
NOM. PANEL WIDTH -7"
DLO HEIGHT=
OH LENGTH ._ DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866'
OH RATIO 21 ' PRODUCT REVISED
as eomplyin9 with the Florida
Building Code
NOA-No. '17-0420.12
Expiration Da- Q 02/17/2020
6) JAMB ANCHORS ARE SPE IFI OH LENGTH
INSTALLED. SEE NOTES 1.3 OH RATIO = OH HEIGHT
.... -- .....+n Zia Pno ACCCMRI V nF:TG11 C
Sill Halghtto Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, sea
Pressum, Ps
Sheet 17)
Flush -l-1/2'
sea note 3
Law- 2-1W
+ 46.67
Medium-3-1/4"
+60.0
High - 4"
I t1C r-VLLVYVIIVV JIILC
n/M�Ifv�vn�,•r,...+v
u�r,.,+r....•...........-..��•��.-�..�—._�.—_._.-.
Straight Astragal
Lockstile @
..__. _.__.
90' Astragal
--_._--_-_
Lockstile @
135' Astragal
Lockstile @
Interlock
P-hook
Lackstile@lamb
Assembly
Straight Astragal
Assembly
90'Astragal
Assembly
135'Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty5tlle
Heavy-duty Stile
Heavy-duty Stile
HeavytlutyStile
Heavy-duty Stile
Heavy-dutyStile
Standard Astragal
Outside
Outside
Inside
Come
Comer
Inside
Corner
Outside
Inside Comer
Corner
Part 461(x2)
Part #61
Part#61
Part #61 (Stile)
Part 967 (Astragal)
Part #61
Part #61 (Stile)
Part #11B (Comer
Part#119 (Out)
part#120 (In.)
Part #61 (Stile)
Parts 031 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
(9f1)t8D-iB00 ® �
REVISED TABLE' 2, REMOVED DIAMPLEXAMPLE.CFRT. OFAUni SJ3286 SERIES 770 ALUM. SGD - LM IMPACT
CeaYAlOM07DlT avIrlWYt aae: aWC G++NIA
D.. poT^'018��"'o sco-7sd NTS 7 22 PGT0130
ucarrrreae M
�11tir1
o ` ��• '•�ICENgF •'•.Y�
No. 58705 r
'r, 0 1 tf
ASLYON,N�MILLER,p"
PPtd 58705
dL
Lc Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90" or 135" comer unite, see sheet 11
Maximum DP shown below
(May be limited by Table 3A)
Door UnlI Height
Table applies to Glass Types 4. 4A,
80"
84"
90"1
86"
1o2"
108".
6, 6A, 7. 7A, B & BA and the
StllelAstragaltypes shown below.
9.7/8' DLO
73-7 8' DL
79.718 DLO
1 85.7 8" D O
91-7/B D O
97-7/8" DLO
Anchor Group
Anchor Group
Anchor0
I Anchor Group
Anchor Gmup
roup
A B C D
A B C D
i A I B I C 1 D
1 A I B IC D
A B C D
A I B I C ID
Design Pressure
+1-80.0 f
+-82, ps
+- 5.0 psi
17"
Head/S81
C4+1
C4+1
C4+1
04+1
D4+1
C4+1
C4+1
C4+1
C4+1
I C4+1
I C4+1
1 C4+1
C4+1
C4+1
04+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
Coll
24"
DLO
Jamb
8
8
8
8
0
8
8
8
8
8
8
8
8
8
8
B
1f1
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+B
7+8
7+11
7+0
7+8
7+8
7+B
7+8
7+0
7+t1
7+f1
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
Deslgn Pressure
+1--90.0 psf
+1-82.6 sf
• +1-75.0 pst
23"
Heed/S01
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 04+1C4+1 04+1
24+1 24+1 C4+1 C4+1
C4+1 C4+1 C4+1 04+1
3°
DLO
Jamb
8
8
8
8
8
8
8
8
10
8
8
8
10
8
-8
8
10
10
10
10
10
10
10
10
z
v
P-took
6+7
6+7
6W
6+7
1 7+8
1 7+8
7+8
1 7+8
7+8
1 7+8
1 7+8
7+8
1 7+8
1 7+8
1 7+8
7+8
8+9
1 8+9
8+9
8+9
6+9
1 8+9
8+5
8+9
Design Pressure
+/-90.0 psf
+/ 82.8 psf
+f•75 0 psf
2S'
Head/S81
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C1+1 C4+1 C5+1 C5+1 C4+1 C4+1
C5+1 C5+1 C4+1 04+1
C5+1 C5+1 C4+1 C4+1
a°
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
12 10
8
8
12
10
10
10
10
10
10
10
A
P-hook
6+7
1 6+7
1 6+7
1 6+7
1 7+8
1 7+9
1 7+8
1 7+8
7+8
1 7+8
1 7+8
7+11
8+9 1 8+9
8+9
1 M.
8+9
1 8+9
8+9
8+9
8+9
1 8+9
8+9
8+9
E
Deslgn Pressure
+690.0 psi
1 +1.82.5 psf
+/--75.0
psf
z
35,
Head/Sill
C4+2
C4+2
C4+2
61+2
C4+2
C4+2
C4+2
G4+2
C5+2
C5+2
C5+2
C5+2
C6+2
C5+2
05+2
C5+2
CS+2
CS+2
I C5+2
I C5+2
C5+2
C5+2
C6+2
C5+2
42'
DLO
Jamb
10
1 8
8
8
10
8
B
8
1 12
10
1 8
B
12
10
8
a
12
1 10
1 10
1 10
12
10
10
10
P-hook
7+8
7+8
7+8
7+8
7+8
7+8
748
7+8
8+9
8+9
8+9
8+9
8+9
0+9
8+9
8+9
8+9
8+9
B+9
8+9
8+9
8+9
8+9
8+9
Design Pressure
+/-90.0ps(
"Sea NofeA W.
+/-82.5 f
+J-75.O
psf
41°
Head/Sill
C5+2 C5+2 C4+2 C4+2 CS+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2
C6+2 C6+2 +2 C5+2
C6+2 C8+2 C5+2 C5+2
C6+2 C6+2
C5+2 C5+2
DLO
Jamb
10
8
8
8
12
10
B
8
12
10
8
B
14
12
8
8
14
12
10
10
14
10
10
10
P-took
7+8
7+8
7+8
7+B
tt+9
6+9
B+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
+1
9+10
9+10
9+10
9+10
9+1D
9+10
9+10
9+10
9+10
ivvlCM: rr`yU.0 rar rUR O1..r'1JJ 11rGJ n, ,n, �u.,ry -v'vr.,, yr v,..,-.vv,,.
EXAMPLE ON SHEET 9
NOTES;
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH
2) WHEN USING THE 2-1/L- SILL, POSITIVE WATER DP IS 48.67 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.
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
DLO HEIGHT =
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 1044 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) 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 INSTAL4ED.
_... _ . e--ram ---
—All C
iric r—LVYVI1—QI11.,_aan.a,lv'.vrw,,,ry
Interlock =
P-hook
... .. ...... ........��.
Lockstlle@Jamb
.-.. .—_.�___..__._—.—
Straight Astraa8 l
Assembly
Lodatile@
Straight Astragal
_-.___.._--
90'Astragal
Assembly
-
Lockstile@
90' Astragal
M* Astragal
Assembly
Lockstile@
135' Astragal
HeavydutyStiles
Heavy-duty5tile
Heavy-dutyStile
Heavy-duty5tlle
Heavy-dutyStlle
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyAshagal
-
Outside Corner, ,
,r—`PSI,-�f�`L
Outside
Inside
Comer
'
Comer
Inside
Comer
Outside
InsideCar
Corner
PaStllej
rt #61(x2)
Part
Part
Prt#68(art N61 Stragile)
Part #68 (Astragal)
Part
Part
Part#118((Corner
Part912019 (in.)
Part #120 (In.)
Part U61
Parts #311 
Part#61
Receiver)
(Corn. & Fxd Mount)
M VaUCE, R• 3+276 1 Uf' ANU AN(diUKA(it
(941)1244600 rrs
E(AMP� CERT.OFAUM 029M SERIES 770 ALUM. SGD - LM IMPACT
mr�0lrroao
86 6710 NTS 8 a 22 a,.ry PG70130
TART F 3A•
SIII Height to Max. (+) DP
(Water Infiltration Rating)
SIII Riser Haight
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-1/2"
see note 3
Low - 2-11T
+ 46.67
Medium - 3-1/4'
+ 60.0
High-4"
+90.0
5EE NO ILi 1:i
OH LENGTH
2
_ 0I OH RATIO 21
O
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
s complying with the Florida
Building Codo
NOA-No. 17-0420.12
Expiration Date02/1712020
ttttu urrrl
NN
si No, 5870.5
,D�ALING`��`
A. LYNN MILLER P.E
P.E.#6a705
'" ' 4
SEE
SPLICE
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF:
JAMB (9) P-HOOK ANCHORS,
`... REQUIRED @ (PERPENDICULAR TO GLASS
SEE "C5" CLUSTER MAX. UNIT WIDTH
SEE'C5" CLUSTER DETAILS,
DETAILS, SHEET 10 FOR "C6'
SEE "C5" CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
NOTE,
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
REQUIRES SHEET 10 FOR INTERLOCK
INTERLOCK 24"
MAX O.C.
THIS
POCKETS
; AND
CLUSTER, SEE
\ „ 48"NOM.
DETAILS, SHEET 11
I
SHEET
;•, SEE POCKET (10) P-H00K-___
WIDTH x
x \fir-
—i
_
JAMB MOUNTING i
\PANEL x
x x x x x x x xx x x xx
6"MAX.
INSTALLATION, ADAPTER 6"MAX 1
x
�° x x x x xxx x x x x x
x
THIS SHEET ANCHORS MIDWAY i
o' L T MAx.
I
&SHEET 14 BETWEEN P-HOOK I'
" I
I0.
4 PAIRS OF
4.051"
24' MAX.
O.C.
24' MAX.
O.C.
F7
48"
NOM.
PANEL
WIDTH
ANCHORS & AT 3 I
FROM TOP & i
I
x = FRAME
x
x
ANCHORS
e 14" MAX. O.C.
BOTTOM � , a
I
.01
iOl
o
ANCHORS
96"
UNIT
21" MAX
O.C.
(TOTAL 8
ANCHORS)
"MAX. TO OPENING
i y 000 I
, ®I
0
o= p_HCOK
HEIGHT
PER JAMB
EDGE OF POCKET SEE a
INSTALLATION i�a
DETAILS'JC'&'Kd, imp
I®I
i®i
Io}
IIIIAX.O.C.
1
�
mo=P-HOOK
ANCHORS
x
x�
(SEE JAMB
DETAIL
BELOW)
END PANEL
-ANCHORAGE
SHEET 14 & PART I w
DETAILS 'J'&W. i n 1
j®j
I
,�,
I - TMAX.
MOUNTING
ADAPTER
x
(2 ANCHORS)
SHEET 19 FOR I
jlo-}jl
'ANCHORS
_
'+2"
P-HOOK 6" MAX.x
ANCHORS L _____
x
x
_ x
x
x
x
xxx
x , ✓'�! END PANEL
ANCHORAGE
END PANEL
ANCHORAGE
x' x, x x
��
UAX.
x
x x
x' x xx
x x x x
x " x'
x' 6" MAX ANCHORAGE (SEE
SKETCH
(SEE SKETCH BELOW)
�. +2"
BELOW
CENTERLINE
6" MAX., TYP.
+T ANCHORAGE ANCHORAGE
ANCHORAGE ANCHORAGE ANCHORAGE
bFPANEL 1
2.04"
EXAMPLE: 5-PANEL, 2 TRACK, 90' OUTSIDE CORNER - OXX/)O(O - EXT. MOUNT POCKET ANCHORAGE PLAN:
48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)
6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
CENTERLINE OF
'INTERLOCK
HEAD & SILL: 8' MAX FROM FRAME CORNERS.
SEE "C5"CLUSTER
USE SPECIFIED CLUSTER FROM APPROPRIATE
DETAILS, SHEET 10
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
FOR INTERLOCK
STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
-"+2" ANCHORAGE
INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
AS NEEDED TO ALIGN THE
TRIOR HEAD OR SILL IF A SPLICE
21"
C5 OCCURS AT THE P-HOOK
MAX
O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
5'64"
Expiration D� 2/17/2020
6" MAX
By
ucf Control
CENTERLINE JAMBS & P-HOOKS: 6" MAX FROM BOTTOM; 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE I TRACK Miami -Da rod
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
+2" ANCHORAGE ANCHOR PAIR
REQUIRES SEE "C5" CLUSTER END PANEL
CENTERLINE CENTERLINE
CB" CLUSTER, SEE SOP DETAILS, SHEET 10 OF ANCHORAG
`DETAILS, SHEET 11 I INTERLOCK FORASTRAGAL� �ASTRAGAL (2 ANCHORS�+-
4.051" — I -_•I I Imo- 3.5" 1 I MAX I
CENTERLINE "+2"ANCHORAGE—/ �.- CENTERLINE "+2"
OF PANEL 3 OF PANEL 4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
1070 TECHNOLOOYORNE
N VEMCE FL 94275 j
(011)460.1600
CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES CMU.. OFAUTN.§29296
{� CENTERLINE
I OF PANEL 5
FRIES 770ALUM. SGD - LM IMPACT _
SGD-770 NTS s 9 w 22 moo PGT0130
LYNN1j'�7
•��'
No. 58705
�O�t
INS
i �S, :FLORIOP,.•' _+�
'.SZONAL tiNG�`•
6a"
A. &AAMILLkh. P.E
�.
P.E.058706
ASTRAGAL OR SPLICE LOCATION
INTERLOCK--t--IF NEEDED
CENTERLINE 1
3.5"
1.75"
4DIA.
2.04'
I
3.5,
EXTERIOR 7'
2-TRACK FRAME HEAD/SILL
� 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—t—IF NEEDED
CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE
1.76°
477- 4"DI G2.04" 2.04 EXTERIOR 7" 3.5"
EXTERIOR
v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL
na ASTRAGAL OR INTERLOCK 0- ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C5-) ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK —[—IF INEEDED INTERLOCK CENTERLINE CODITION, USE
C6NCLUSTER DETAIL)
CENTERLINE
3.5" 3.5"
° 2.04"
14.08" 4.08"
EXTERIOR EXTERIOR 4" DIAG. E7
R 7" 7"
v 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL
(a] ASTRAGAL OR INTERLOCK 611 AS USW AL O 5 CLUSTER K
(USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, TT)
ANCHORS ARE REQUIRED, °C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-1--IF NEEDED
CENTERLINE i
1+— 1.75"
EXTERIOR
ID
ASTRAGAL OR II (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE °C6' CLUSTER DETAIL)
3.5" r--
4-TRACK FRAME HEAD/SILL
0ASTRAGALORINTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5' )
1070TECHNOLOGYDH5
N. VEN(CE, a 34275
P404a04=
CERT. OFAUD( N28298
.�w` nN08N7 C I NO CHANOEs THIS SHEET.
4-TRACK FRAME HEADISILL
nASTRAGALORINTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4")
EXTERIOR
V�
ASTRAGAL OR SPLICE LOCATION
INTERLOCK ----IF NEEDED
CENTERLINE 3.5"
7°
1•
4" DIAG.
1L 2.04
ERIOR
R_ 3,
JJ 3-TRACK FRAME HEADISILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED.'C61
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
USE THIS DETAIL)
_1
2.04"
3° I
EXTERIOR
11,
.04'
6" DIAG.
2.04'
204°
_
21"
MAX.
EXTERIOR
O.C.
21"
5.64° MA>C
O.C.
6" MAX.
2-TRACK L
FRAME JAMB 6" MAX.
ANCHOR PAIR T
4-TRACK
6" DIAG. FRAME JAMB
EXTERIOR ANCHORPAIR
2.04"
E:
ANCHORS MAY BE INSTALLED
21-
EITHER IN THE EXT. OR INT.
MAX.
TRACK (INT. SHOWN)
O.C.
NOTES:
1. ALL DIMENSIONS SHOWN
6.64°
ARE BASED ON MIN.
ALLOWED.
6" MAX.
2. FOR HEAD OR SILL SPLICE
�
1 3-TRACK FRAME
LOCATIONS/ANCHORAGE AT
JAMB P-HOOK SEE SHEET 9.
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY,
3.5°
SPLICE LOCATION
VF NEEDED
---1 3.5" 1--
4-TRACK FRAME HEAD/SILL
(ASTRAGAL OR INTERLOCK
INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6')
WITH & WITHOUT SPLICE CONDITION
FRIES 770 AL UM. SGD - LM IMPACT
,wort o�° terse
sco-no NTS 10 a 22 1 PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Data 02M 712020
UGEtJSF 11 i
No. 58705
96% SrATEO
,,1tif S,ZONAL SNG
1`�.
A LYNN MILLER P.E.
P.ESF 58705
v� y
2.04" 2.04' INTERIOR 2.04' INTERIoa 2.04"
+1°ANCHOR
INTERIOR INTERIOR T'
4" G. 4" DIAG. 8.94'
6AT 6.12" 3.5" 3.5"
INTERIOR INTERIOR7" ;FRIO;INTERIOR I(�_
90 3. 90 ° 3. " 1 " 1 " I CENTERLINE
EXTERIOR _ EXTERIOR 4' DIAG. 4" DIAG_
I I ---4 3.5' F
2.04" J EXTERIOR /\,•
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,
4.08"
INTERIOR
4" f
INTERIOR 1
4.08"
2.04° 7-
EXTERIOR
90' CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 6 OR 6 CLUSTER
ANCHORS ARE REQ(JIRED, "C6")
EXTERIOR
INTERIOR
T' 1 1
3.5' \ 4"
EXTERIOR /�•
7"
90" CORNER
3-TRACK FRAME HEAD/SILL
('C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR .6.12'
4.08"
135°CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "�gn
INTERIOR
4 08"
' EXTERIOR ) - 8.94"
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6')
'+1"ANCHOR
7.41"
EXTERIOR' ).J.L 7-
4"
135" CORNER
3-TRACK FRAME HEADISILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR
2.04"
EXTERIO
4- _� IN71�;az,
INTERIOR 903.5" 1 . . 4" 7"
6.12' 1 -� 4 DIAG. \ \I I 14 6.12"
2.04° J
4°
1
T3--�-1
4"DIAG.
I+ l
EXTERIOR //"
EXTERIOR � 4°
///"'
90' CORNER
135" CORNER
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEADISILL
("C8" ANCHOR CLUSTER REQUIRED
('C82 ANCHOR CLUSTER REQUIRI
AT ALL 4-TRACK CORNERS)
AT ALL 4-TRACK CORNERS)
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
107007ECHNOL00yomw
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
N. VENICE, FC 3WS
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
041)480.1500
B.
w 1m
Ora
tGW17
na *-
C
NO CHANGES THIS SHEET.
CERT. CFAU M M98
EXTERIOR
i'
CENTERLINE
4 OFPANEL
INTERIOR �L 1+2" ANCHOR
EXTERIOR
VIEWS
4" DIAG.
2.04"
1.12" 3.5'
CENTERLINE
OF PANEL
94" °+3" ANCHOR
4.08°
EXTERIOR
3.5" i
2 �, CENTERLINE
OF PANEL
4-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
�R/CJ / /V PILVIV/. Jl7U - UVI z1vir7l" 1
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"+2" ANCHOR
2.04"
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3.5" 1
CENTERLINE
OF PANEL
"+3" ANCHOR
2.04" 4" DIAG.
3.5"
7"
CENTERLINE
F--OFPANEL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
(jNY LYNvjV .
:� P��•. LICENSE' '/�l�
* ; NO. 58705
10/VA11L EN�:``•
A. LYN� LLER P.E.
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INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR
a
1/4"
MAX.
SHIM
EDMENT: T
J
TABLE A,
SHEET 1
2X WOOD
WOOD ANCHORTYR.
TYP., SEE ANCHOR
SEE ANCHOR NOTES
NOTE 3, SHEET 1
& TABLE A SHEET 1
TRACK FRAME HEAD
®2
w
WOOD INSTALLATION
EMBEDMENT. SEE TABLE A. SHEET 1
EDGE DISTANCE:
`ter SEE TABLE A, SHEET 1
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2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
3-TRACK FRAME HEAD
WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16° •
METALTYP., SMSANCHORTYP.,
SEE ANCHOR SEE ANCHOR NOTES
NOTE 4, SHEET 1 & TABLE A, SHEET 1
4-TRACK FRAME HEAD
METAL INSTALLATION
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., . 2X WOOD
SEE AN4SHEET
TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABA. NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE
,SEEANCHOR ANCHOR ANCHOR
NOTE5, SHEET NOTE 5, NOTE5,1 (1/4' MAX,) ! SHEET 1� SHEET1 1/4" MAX)T�EXTERIOR EXTERIOR EXTERIOR I�2-1/16"•
EDGE DISTANCE: I
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A. SHEET 1
2-TRACK FRAME SILL
W WOOD INSTALLATION
EDGE DISTANCE: I
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
da 3--TRACK FRAME SILL ;_
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE —�
TABLE A SHEET 1
EDGE DISTANCE:
EDGE DISTANCE:
O
SEE TABLE A,
2X WOOD
SEE TABLE A,
SHEET 1
TYP., SEE ANCHOR
SHEET 1
TYP., SEE ANCHOR
NOTE 3, SHEET 1
NOTE 3, SHEET 1
WOOD
WOODANCHORTYP.,
SEE ANCHORNOTES
SEE ANCHOR NOTES
& TABLE A. SHEET 1
O
& TABLE A, SHEET 1
EXTERIOR
1/4" MAX. SHIM
-
EXTERIOR
fv1 1/4' MAX. SHIM ►
F--
ga 2-TRACK FRAME JAMB
,Gwj WOOD INSTALLATION
.NO
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\W WOOD INSTALLATION
(941)48&f600
CERT. OFAUM. #29296
MIN. OF3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4" 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
SMS ANCHOR TYP., METAL TYR,
SEE ANCHOR NOTES SEE ANCHOR
& TABLE A. SHEET 1 7 NOTE 4, SHEET 1
4-TRACK FRAME SILL
METAL INSTALLATION
EMBEDMENT:SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
METALTYP.,
SHEETI
SEE ANCHOR
NOTE 4, SHEET 1
2-1/16°
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF 3
THREADS
EXTERIOR
BEYOND THE
n
METAL
�jTM�---
SUBSTRATE
1/4" MAX. SHI
4TRACK
FRAME
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Iw METAL
INSTALLATION
(NCHORAGE DETAILS
sc v-m I NTS 112 a 22 I PGT0130
' 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 complying with the Florida
Building Code
NOA-Ho. 17-0420.12
Expiration Date 02/17/2020
By
No. 58I05
I,, VI/
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'Ar�YNNIr, Fa,pE
REAM05
4.
ft
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A,SHEETI�.
EDGE DISTANCE:
CONCRETE EDGE DISTANCE: SEE SEE TABLE A. SHEET 1 CONCRETE
PER TABLE TABLEA SHEETI CONCRETE PER TABLE-
A, SHEEP 1 2-,l18" • PER TABLE 2-1l16`
A, SHEET 1 A, SHEET 1
EXTERIOR i' .>.� •{yti,. 1 •{
I
EMBEDM T* MAX IXTERIO � EXTERIOR
SEE TABLE A, SHIM r SHIM a
SHEEf1
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHORTYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES'&
ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
2-TRACK FRAME HEAD 4a 3-TRACK FRAME HEAD
CONCRETE INSTALLATION ec CONCRETE INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
EDGE DISTANCE:
1. ALL DIMENSIONS
SEE TABLE A, SHEET 1
SHOWN ARE BASED
2-1116" •
ON MIN. ALLOWED.
114"
';.`..:::
• DIAGONAL O.C. IS
i T: ; �:.:: '•r MAX.
MIN 4" (HEAD & SILL)
1 SHIM
OR 6" (JAMB) SEE
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DETAILS, SHEETS
I
10 & 11.
PROPERLYSECUREDIX CONCRETE ANCHOR TYP..
WOOD BUCK TYP., SEE SEE ANCHOR NOTES
$
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I
ja 4-TRACK FRAME HEAD
Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES & WOOD BUCKTYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP.. SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (V4' MAX.) SHEET;1 SHEEP 1]
- 1 (1/4' MAX.) i (,/4' MAX.)
EXTERIOR : �:- r :� „ EXTERIOR I
2-1/1 13.,. 2-1/16. 79
EDGE DISTANCE: CONCRETE EDGE DISTANCE:
SEE TABLE A. SHEET 1 PERTABLE SEE TABLE 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
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION
EMBEDMENT.SEE �1
TABLE A. SHEET 1
:!
EDGE DISTANCE:
PROPERLY SECURED
SEE TABLE A
1X WOOD BUCK TYP.,
SHEET 1
SEE ANCHOR NOTE 3,
SHEET 1
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET 1
CONCRETE
EXTERIOR
OR CMU
I
'51/4°
PER TABLE
MAX. SHIM -+I I •—
A, SHEET 1
2-TRACK FRAME JAMB
CONCRETE/CMU INSTALLATION
EMBEDMENT. SEE
TABLE A, SHEET,
EXTERIOR I
2-1116°
CONCRETE EDGE DISTANCE:
PER TABLE SEE TABLE A, SHEET 1
A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I
4-TRACK FRAME SILL
Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A, SHEET 1
EDGE DISTANCE: PROPERLYSECURED
CONCJCMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP.,
TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3,
NOTES & TABLE A, SHEET,
SHEET 1 t 2-1116°'
PROPERLY SECURED ;'::
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3' CONCRETE
SHEET 1 OR CMU
PER TABLE
EXTERIOR A, SHEET,
1/4' MAX. SHIM ---I 1+
3-TRACK FRAME JAMB
He CONCRETE/CMU INSTALLATION
1 m JRr 04NY17 1 C 1 NO CHANGES THIS SHEET. _ I
AL VENICE, FL 34D5
(941)480•t800
CERT. OFAWX02e245
EDGE DISTANCE:
SEE TABLE A,
SHEET
CONCJCMU ANCHOR 2-1116"
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET CONCRETE
OR CMU
EXTERIOR !': PER TABLE
fl A, SHEET 1
1/4" MAX. SHIM ��-
4-TRACK FRAME JAMB
\,Icj CONCRETE/CMU INSTALLATION
_RIES 770 ALUM. SGD - LM IMPACT
nwe ern m..e m.ea�
sco no NTS 1 13 d 22 PGT0130
CONCRETE
PER TABLE
A, SHEET 1
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
)JAI LffVIV
No. 5670S
'Pt o�a � TEORID
./,-"jYONAI i10,
��G``
A. LYNN MILLER, P.E.
P.EA 58705
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
Oo SEE ANCHOR NOTES
EMBEDMENT: & TABLE A, SHEET 1
SEE TABLE A, (ALSO SEE TYP.
SHEET 1 28 ILLUSTRATION, SHEET 9)
DISTANCE: SEE
ABLE A, SHEET 1 EMBEDMENT:
25 SEE TABLE A
EXTERIOR SHEETI
PHOOK WOOD ANCHOR TYP., V
SEE ANCHOR NOTES v P-HOOK /
& TABLE A, SHEET 1 CONCRETE OR-/
ALSO SEE TYP.
( CMU PER TABLE
2.693" MIN. A, SHEET I
ILLUSTRATION, SHEET 9) EDGE DISTANCE
®P-HOOK FOR USE WITH FLAT SILL RISERS
J�+ 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
NOTE 4, SHEET 1;
EMBEDMENT: SEE
TABLE A SHEET 1
ADAPTER SMS
CMU PER TABLE,
MIN. OF 3 THREADS
ANCHOR TYP., SEE
A, SHEET 1
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
28 &TABLE A,SHEET 1
EMBEDMENT:
(ALSO SEE TYP.
ILLUSTRATION,
SEETABLEA,
EMBEDMENT:
SHEET 9)
SHEETI
SEE TABLE A.
DGE DISTANCE: SEE
SHEET 1
TABLE A, SHEET 1
P-HOOK SMS ANCHOR TYP., / EXTERIOR
SEE ANCHOR NOTES J R
& TABLE A, SHEET 1 V
(ALSO SEE TYP. 2.693" MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19 #21, #23 OR #25,
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A. 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
F JR 1 04IDS//7 1 C I NO CHANGES THIS SHEET. .1
ID70 TECHNOLOGYORIY
M VENICE A. 34275
(311)480-1600
CERT. OFAU7H. 020286
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
2.693" MIN. ON MIN. ALLOWED.
EDGE
.;`• t• DISTANCE 2. FIGURES ON THIS
SHEET ARE FOR
CONCJCMU ILLUSTRATIVE
ANCHOR TYP., SEE PURPOSES ONLY. SEE
26 ANCHOR NOTES & TABLE A, SHEET 1 FOR
TABLE A. SHEET 1 ALLAPPROVED
�.. ..:r' - : • ••: SUBSTRATES.
1-114" MIN. EDGE DISTANCE
EXTERIOR 3. SEE TABES 1-3.
SHEETS 6-8 FOR
'V }v' r': : i •;• REQUIRED P-HOOK
-HOOK MOUNTING AND P-HOOK
ADAPTERCONCJCMU ANCHOR MOUNTING ADAPTER
"' �:: `:,;:�;. le:•;p .; ,.! ;'; ANCHOR QUANTITIES.
ANCHOR NOTES &TABLE ALSO SEE EXAMPLE
EMBEDMENT: SEE A, SHEET 1 ON SHEET 9.
TA13LE A, SHEET 1 (ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
E P-HOOK FOR USE WITH ANY SILL RISER
Jc PARTS #18. #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A. 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE ADAPTER CONCJCMU
TABLE A, SHEET 1 ANCHOR TYP., SEE
,. ANCHOR NOTES & TABLE
;; ••`•'.: : r: A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9) PRODUCT wihtheFlorlda
Building Code
r 1 NOA-No. 17-0420.12
I Expiration D�02/1712020
1-1/4° MIN. EDGE DISTANCE
Y
P-HOOK CONCJCMU_
EXTERIOR
ANCHOR TYP., SEE
fl
V
ANCHOR NOTES & TABLE
A, SHEET 1
2.693° MIN,
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
FOR USE WITH BOX SILL RISERS
®PHHOOK
Kc PARTS #19. #21, #23 OR #25.
CONCRETE INSTALLATION
EXTERIOR
(SEE TABLES 1A. 2A & 3A
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UNIT_
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DLO_
DETAILS&'Ac�
WIDTH
SHEETSEETS 1 12 & 133
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
PANEL
PANEL
TYPE
PANEL
TYPE
TABLES, SHEETS 6.8 FOR MAX.
TYPE
QS'
AS'
PANEL HEIGHT AND WIDTH. SEE
A,
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
MAX.
g
PANEL
INSTALLATION DETAILS.
PANEL
WIDTH TYP.
2) (1) LOCK (ITEMS 75 & 107-110) AT
HEIGHT
SEE
PER
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'DW &'Dc', SHEETS 12 & 13
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7.AnfR.M HITS 15 - 22 I PGTOf30
PRODUCT REVISED
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NOA-No. 17-0420.12
Expiration Do 2/1712020
By i
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PRODUCT REVISED
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as complying with the Florida
MAX UNIT WIDTH
MAX. UN IT WIDTH
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Fxpiratlon Date 02/17/2020
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90 RECEIVER
A
AS
WMANDLE
I
7F118
EXT CORNER
90 RECEIVER
06
EXT CORNERCEIVER
35 RE
VT
vs
W/HANDLEI
INT ORNER
RECEIVE i1
35 RECEIVER
` ^ ��
V
' n S
V v
Wf HANDLE #81
JR
pa6
04.NWf7
C
NO CHANGES THIS SHEE7.
LVewr ep
JR
pan:
10110114
Darr
4- 1 ,.
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
G1
2-TRACK JAMB
6" LONG W/RETAI CLIP
� @ —RETAINER #106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
EXTERIOR
#1ox3/
SMS, x
6" LONG
112
® 2-TRACK JAMB:-Q
CLIP #80 OR #105W/RETAINER#123
(SHOWN WITH
FIXED PANEL TO
THE EXTERIOR} L EXTERIOR /`
ON SHEET 16 v 112'
EXTEF
G
SHOWN WITH 2-TRACK W/SCREEN
OPT. SCREEN FRAME HEAD
TRACK
EXTERI
a
2--TRACK W/SCREEN
FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1�3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
CHANGES THIS SHEET.
106 FULL PANEL JAMB LENGTH
80 OR61 105
14
LOCK PAR
75 8107-11 17
®
80 OR 81
18 5
2-TRACK JAMB
(SHOWN
5 SEE DETAIL GI
WITH
FOR FIXED
OPERABLE
ANEL CLIP 75 s 1oi1i
PANEL)
2103
LOCK PARTT
60 OR61
6SEEE
103
77
2-TRACK JAMB
EXTERIOR 1RTL EXTERIOR EXTERIOR
vv
W/ SCREEN
3-TRACK JAMB 3 TRACK JAMB 4-TRACK JAMB 4 TRACK JAMB
e(SHOWN WITH 1faH2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
SEE DETAIL ON SHEET 15
121 SEE DETAIL ON SHEET 15
EXTERIOR
EXTERIOR
aJ,,f"
a
YII
PRODUCT REVISED
as complying with the Florida
ga3 TRACK
4 TRACK
C FRAME HEAD
MAX UNIT
HEIGHT PER
Building Code
NOA No. 17-0420.12
FRAME HEAD
TABLES 1-3
Expiration Date 02/17/2020
By i
EXTERIOR
69
EXTERIOR
72 OR 73
J
69
72
OR 73
Miam -Dade oduct Control
11
113
9
11
113
10
♦111I1111111 FF7,
5
6
♦ � i
VC
Q F ':
3 TRACK
4-TRACK
F
•' ct�
* r 58705
E FRAME SILL
FRAME SILL
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1070 TECRNOLOGYDRIVE
N. VENICE. FL-'4275
o1°t4iC
VERTICAL SECTION DETAILS
E
i�C� '••;°<ORIDP .••'
',SS G� ♦`
r II
CERT. OFAUDL 02 M
SERIES 770 ALUM. SGD-WINDOW - LMI
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COvrtYGNromlr
Por—snu s
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18 C 22
A-ft
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PGTO129
nor
C
A. LYNN MILLER, P.E.
REA 58706
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 718
48 28 30 7 11
63 , %1 63 / 113 _ r1
rI EXTERIOR 111 gp EXTERIOR 90* INTERIOR EXTERIOR EXTERIOR
P-HOOK FOR BOX SILLS INTERIOR
EXT. MOUNT ONLY 90,
�LOCK PART LOCK PART 60 OR 61
75 & 107-11 81 75 8107-11 8
.-. � INTERLOCK
U
(L-g� STANDARD ASTRAGAL #67 L1 WITH STANDARD STILES 60
v
STILES
� HEAVY-DUTY WIH T EAVY-DUTTY S6
ER
Nt1 2-TRACK SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
135- OUTSIDE CORNER
Oi 2TRACKSHOWN
NO
N. VEMCI: FL 34276
(941)4E0-1500
CERT. OFAUiH. r29Y96
6ri^rW 0.1?
ror#x mwr: -
N1.PoGIIeRE86iYED
INTERIOR
(W 2-TRACK SHOW N
%94vo
ITEM #61 (HEAVY-DUTY
STILE) SHOWN, ITEM 60
(STANDARD STILE) ALSO
INSIDE CORNER
APPLICABLE, SEE TABLES
W90°
2 TRACK SHOWN
", SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
as complying with the Florida
Building Code
31 OCK PART
75 8107-1T
NOA-No. 17.0420.12
41NTERIOR
Expiration Date /17/2020
- �
ORIZONTAL SECTION DETAILS, COR)
FRIES 770 ALUM. SGD - LM IMPACT
mdc saw sr..e oa�oM.
soa7r9 NTS 19 • d 22 1 'PGTO130
_ * : Noyy.68705
�i�C�s •'•:�<ORIOI`.••'• NCB
.�
/''�S;ONAt.IEN��
A. LYNN MILLER P.E.
P.E.0 59705
Item
PGT#i.
PGT#
Descripflon
1
17305
017306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAL
3
17309
•617309
3-TRACK HEAD
4
17312 -
617312
4-1RACK HEAD
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEADAAMB ADD -ON '
7
17304
017304
2-TRACKSLL
B
17301
617301
2-TRACK SILL WITH SCREEN RAIL
9
17307
617307
3-TRACK SILL
10
17310 1
617310
4-TRACK SILL
11
17313
1 017313
FRAME SILL TRACK INSERT
12
17315
617315
FRAME SILL SCREEN AOOON (SEE NOTE 3)
13
17316
617310
FRAME SILL SCREEN ENO ADD -ON (SEE NOTE 3)
14
17305
617305
2-TRACK JAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
16
17308
617308
3-TRACKJAMB
17
17311
B17311
4-TRACK JAMB
18
17322
617322
SILL RISER - FLAT, FLUSH, 1-1/2'
19
17319
617319
SILL RISER -BOX FLUSH, 1-1.12-
20
17321
617321
SILL RISER - FLAT, LOW, 2-1/Y
21
17318
617318
SILL RISER -BOX LOW,2-1/2"
22
17355
617355
SILL RISER - FLAT, MEDIUM, 3-1/4'
23
17354 -
617354
SILL RISER- BOX MEODM,3-1/4'
24
17323
017323
SILL RISER -FLAT, HIGH, 4'
25
17320
617320
SILL RISER -BOX HIGH, 4'
26
17333
617333
POCKET P-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
17334
617334
IPOCKET P4400K MOUNT
29
17335
6t7335
P-HOOK COVER
30
V348
617348
POCKET P�t00K FOR BOXRISER
31
17378
617378
1135 CORNER
32
17376
617378
ji35 FIXED MOUNT
ITEMS 40-53
ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL -LOCKSTLE
41
7LOCKWGSK
SCREEN'LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN DOUBLE NTERLOCK
45
4317
612256
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
66B ,
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER -ST. STL
49
4344
64344
SCREEN ASTRAGAL
50
17349
817349
OXO SCREEN ASTRAGAL ADAPTER
51
1692
61892
SCREEN SPLINE-.165'
52
1694
61694
SCREEN SPLNE-.ISW
53
8181OC20
SCREEN CLOTH
54
7725
14" Xf/18'BLOCK, NEOPRENE 85 *!S
55
1720
1'X4' X7/16' SET. BLOCK NEOPRENE BS+/S
I JI2 1 04/05H7 1 C I NO CHANGES THIS SHEET: I
Item
PGT DWG #
PGT#
Description
60
17325
817925
PANEL STILE
61
17326
M7328
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
6TP248
VINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
84
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
17329
617329
ASTRAGAL
17339
617339
HEAVY DUTY ASTRAGAL
17324
617324
TOP & BOTTOM RAIL
K73
17350
417360
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
1695
71695
1-1/2" Xt" X3f4" HIGH FIN SEAL DUST PLUGS
8153
78153X
TANDEh1 ST. STL ROLLER ASSY.
8153
78153N
TANDEM NYLON ROLLER ASSY.
SILICONE
DOWS9% DOW-995 OR GE-7700
75
8165
78185X
GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
76
71032X1FPFX
91032 X 1" FL. SS SCREW W/ TYPE "F'TIP '
77
7103239
1032 STEEL ZINC U-NUT
79
17367
617357
1' IG BEAD
80
17359
617359
7/16"BEAD/FDED PANEL CLIP '
81 '
17360
617350
9/16" BEAD
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
01745
1745
LOWE INC, 1/T X1/16' SGL SIDE ADH. TAPE, POLYETH.
100
8052
1 48052
ROLLER ADJ. HOLE PLUG '
101
72D67
AMB BUMPER '
102
1890
71898
WST PLUG
103
8186
781BOX
1"KEEPER
104
053
7SOKEEP '
SCREEN LOCK KEEPER
105
17344
617344 -
FDED PANEL CLIP - 8" LONG
100
17352
617352
FDED PANEL RETAINER-SIM"
107
1739
71739
HANDLE KIT -INTERIOR RALSED Wmi THUMB TURN
108
1740
71740
HANDLE KIT -RAISED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KIT -RECESSED NTERIOR WITH THUMB TURN
110
j 1732 j
78178
HANDLE KIT -RECESSED EXTERIOR PULL
III
710)04PPSDAX
010 X3/4" PH: PR TEK - S.S.
112
1235
67SI6 IWSTP,.270
X.170-FIN SEAL
113
1712
64068
.187"X230'FNSEAL
114
71OX115PPX
AIOXi-W"
115
710)(PPT
1HOX1"
116
720XIX
91420XVS.s.
117
720XI12X
4 4-20X1-1/2'S.S. '
118
1733E
017330
90 DEGREE CORNER RECEIVER
119
17337
017337
90 DEGREE OUTSIDE CORNER ASTRAGAL
120
17338
6117338
90 DEGREE WSDE GARNER ASTRAGAL
123
17352 1
617352
JFVED PANEL RETAINER, 7/8"
NOTES:
1) ALL ALUMINUM = 6063-TG
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 @ 24" MAX. O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Data 02/17/2020
'
``7111111711///
'
••GEN F '• C
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* No. 58705
F
i�:Cs'•�IORIDP.••'G�=
70NAL EN�•�•
N. VENICE, FL034276�
(s41)4eaisoo
_
PARTS LIST
„�
/I1 j111
CER7. OFAU7H. CAM
SERIES 770 ALUM. SGD - LM IMPACT
/ 111111
o�warrvam
®
A. LYNN MILLER, P.E.n�>
P.EX58705
6.A�
scDno
ate
NTS
'
20 m22
° -ft
PGT0130
w
C
fr I ... _N
0.080'
i1.211" Ili
1.505"
0.081" O2-TRACK HEAD 10 4-TRACK SILL
(6063-T6AL) (6063-T6 AL)
6.198"
F1FM""n__i
1.211"
0,081" O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
6.526" -►'
0.080'
1.505"
O9 3-TRACK SILL
(6063 T6 AL)
7.105" 6.221"
0.080"
,i 211" 1.505"
0.081" O 3-TRACK HEAD O 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-TB AL)
9.142"
4A9"
0.080"
1Ljqf
.211" 1.505"
0.081" Oq 4-TRACK HEAD O7 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
-� 1.514°: ==:aj - I�0.060"
0.062°
0.632° 0.760'
1.260"
0.06W 1.516" 1.990"
O ADD MEJHEAD/JAMB SCREEN
1z ADD-0N ILL SCREEN
13 END E SILL SCREEN.
(6063-T6 AL)
(6063-T6AL)
(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.
i8"
2-TRACK JAMB W/
1s SCREEN TRACK
(6063-T6 AL)
5•
1s 3-TRACK JAMB
(6063-T6 AL)
1.36"
-ti
1.872"
1.019"
0,062" )r
0.081"
SCREEN
4o STILE
(6063-T6 AL)
5.069°
1.045"
1.993" 0.062"
Oto 2-TRACK
JAMB SCREEN
STOPRAIL
(6063 l6
AL) AL)
17 4-TRACK JAMB
(6063-T6 AL)
• I N Non342RUSIONST
a�
CERT. OFAUTH. #2mss SERIES 770 ALUM. SGD - LM IMPACT
NO CHANGES THIS SHEET. _____._____ IFFMr
SGD-7M I NTS 1 21 a 22 1 PGTO130
1 10.875"
1.993"il
�'ilCi►- 0.062"
SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 17-0420.12
ExPlration Date
i
By
No. 58705 •�
0 sTaiEo
�/Irnnnl`
A. LYNN MILLER RE
RE.958705
t'� 1 1 JN
0.718' ^j 0.83"
jj La=:!3.�802*�
2.304' 0.752" -+{ 3.802"
D.752" L
0.574" 1.163"l 0.885°
0.062" 0 796°
0.080 0.062° 0.062"
0.264" 1 0.076' 0.233"
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
5 SCREW COVER 11 TRACK 26 P-HOOK 28 ADAPTOR 2s COVER 0.080 3o P-HOOK FOR BOX RISER
(6063 T6 AL) (6063-16 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
92.v44--J
4"
0" 1.488"
0.080,
0.062° 1.600 0.133" 1.600 �j 1.303°
0.062"
080" 1.870' 1.888"
016" F»- 3.125" �I 0 325"
3.125" 0.062"
TE
31 135' CORNER 32 135' FIXED MOUNT 6o STANDARD STILE et HEAVY DUTY STILE
(6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) OIN65 ADAPTERLCK INTERLOCK
OR SCREW COVER
(6063-T6 AL) (6063 T6 AL)
3.979"
0.075"
1.645"
0.125"°
67 STANDARD ASTRAGAL
(6083-T6 AL)
4.125"
5" 0.062" 1.3"
0.281" - 1--I - -- 3.25" j
se HEAVY DUTY ASTRAGAL fig TOWBOTTOM RAIL
(6063 T6 AL) (6063 T6 AL)
1.050" 1.050°
.289" ��a
J045"
1-0
1.050"
485"r045"
(-�-
7s BEAD (I G.) GLAZIG
(6063-T6 AL)
Oo BEAD, FIXED
PANEL CLIP
(6063-T6 AL)
e! BEADGLAZING
(6063-T6 AL)
1.003" 1.03"
4'
0.75T 0.080"
0.050'
t05 FIXED 0.709" 2.893"
PANEL CLIP 0.133°
(6063-T6 AL) 1.498" 498"
0.080" 1
.550" J 0.863 L
09..70123 RXED PANEL S.621"
e RETAINER, 7/8° 2.826°
0.080" -CIF + (6063-T6 AL) 11s 90' OUTSIDE CORNER ASTRAGAL
FIXED PANEL 11a 90' CORNER RECEIVER (806316 AL)
108 RETAINER, 9/16' (6063-T6 AL)
(6063 T6 AL)
I JR 1 0"517 1 C I NO CHANGES THIS SHEET. I
1070 TECHNOCOOYDRM
N. VENICE; R 34276
(841)4804600
CER7. OFAUTH. rW96
5.621"
0.133'
1- 4^
120 90' INSIDE CORNER ASTRAGAL
(6063-T6 AL)
ERIES 770 ALUM. SGD - LM IMPACT
SG 77o I NTS 1 22 m 22 N PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
`�.��ONy LYNIy����•,��
VICENSF'
` No, 58705
tiz
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P.F # 58705