HomeMy WebLinkAboutNOA SGD 770M IAM MADE 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.¢ov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable piles and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision 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 NOAH 16-0629.06 and consists of this page I 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. 17-0420.12
)l Expiration Date: February 17, 2020
0
Approval Date: September 28, 2017
j Page I
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 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 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under 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 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) 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, P:
(Submitted under NOA No. 09-0826.10)
IJorge M. Plasencia, P.E.
P,yoduct 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)
S. 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-6t" 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-51h Edition (2014) and FBC-6n' 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.
Prmluet Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
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, ANSI/AF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554
rA ❑i E E SEG DGTo II C 0M CHFFTC d R .r,
Glass
Type
Description (Listed from Exterior to Interior)
G3
7/16" Laminated: (2) Lites of 3/16" HS Glass with .090" PVB Intedayer
G3A
9/16" Laminated: (2) Lites of 1/4" HS Glass With .090" PVB Intedayer
G4
7/16" Laminated: (2) Lkes of 3116" HS Glass with .090" SG Intedayer
G4A
9/16" Laminated: (2) Lites of 114" HS Glass with .090" SG Intedayer
G5
V Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7116" Laminated; (2) Lites of 3/15' HS Glass with .090" PVB Intedayer
G5A
1" Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Use of 3116" HS Glass with .090" PVB Intedayer
G6
V Laminated I.G.: 3116" T Exterior Cap + 318" Air Space + 7/16" Laminated; (2) Lites of 3116" HS Glass with .090" SG Intedayer
66A
V Laminated I.G.: 114" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3116" HS Glass with .090" SG Intedayer
G7
7/16" Laminated: (2) Utes of 3/16" ANN Glass with .090" SG Intedayer
G7A
9/15" Laminated: (2) Utes of 114" ANN Glass with .090" SG Intedayer
G8
1" Laminated I.G.: 3116" T Exterior Cap + 318' Air Space+ 7116" Laminated; (2) Utes of 3/16" ANN Glass with .090" SG Intedayer
GSA
1" Laminated I.G.; 1/4" T Extedor Cap + 5/16" Air Space+ 7116" Laminated; (2) Lites of 3/16" ANN Glass with .090" SG Intedayer
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" =.090" TROSIFOL® PVB BY KURARAY AMERICA, INC.
"SG" =.090" SENTRYGLAS®BY KURARAY AMERICA, INC.
r
SIGN PRESSURE RATING IMPACT RATING
EE TABLES i, 2 & 3 ON RATED FOR LARGE & SMALL
SHEETS 6, 7 & 8 MISSILE IMPACT RESISTANCE
,UuLb r to 1r 14Un uo uocu.
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASTM E1300-09
•ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM -2015
•AISI S100-12
•AISC 360-10
GENERAL NOTES... ..........
1
EXAMPLE CONFIGS..........
2.3
GLAZING DETAILS............
415
ANCHORAGE .... .................
6-14
DESIGN PRESSURES...
.... 6-8
INSTALL DETAILS..............12-14
9/16"
ELEVATIONS .....................
15,16
PANEL / SILL TYPES.........
17
CROSS SECTIONS ..... .......
18,19
PARTS LIST .......................
20
EXTRUSIONS ............ I.......
21,22
I JR 1-64105117 I C I UPDATED 70 F8C 2017, REVISED TABLES 1, 2, 3 &A I
N. VENICE, FL $4275
(941) 4661600
CERT. OFAUTH. #29296
COPttr1ele'02017
WHIM
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C.
Distance
Min.
Embedment or
Metal Thickness
A
#12 78-8 SMS,
(Fy=60 ksl, Fu= 95 ksi)
#12410 SS SMS,
(Fy= 90 at, F�= 110 ksi)
All
Southern Pine (SG = 0.55)
9/16"
7/8"
1-318"
6063-T5 Aluminum 3/8" 9/16"
0.090"
A36 Steel 3/8" 9/16"
0,050"
Gr. 33 Steel Stud 3/8" 9/16"
0.045" (18 Ga)
1/4" Elco Aggre-Gator®
Fy=57 ksi, Fu= 96 ksi
All
Concrete (min. 2.22 ksi)
1-1/2"
3"
1-318^
Jamb / P -hook
Filled Black ASTM C90) 2" 3"
2"
Jamb / P -hook
Hollow Block (ASTM C90) 2" 3"
1-114"
All
Southern Pine (SG = 0.55) 1" 1"
1-318"
B
#12 Steel SMS (Gr. 5)
(min. t 3 threads beyond
metal substrate)
All
Southem Pine (SG = 0.55)
9116"
7/8"
1-3/8"
6063-T5 Aluminum 3/8" 9/16"
0.090"
A36 Steel 3/8" 9/16"
0.050"
Gr. 33 Steel Stud 1 318" 9116"
0.045" (18 Ga)
C
114" Elco UltraCorg�
Fy=155 ksi, Fu=177 ksi
All
Concrete (min. 2.85 ksi)
1"
4"
1-318"
Jamb / P -hook
Hollow Block (ASTM C90) 1" 6"
1-1/4"
1/4" Elco UltraCon®
Fy=155 ksi, F,= 177 ksi
All
Concrete (min. 2.85 ksi)
2-1/2"
4"
1-318"
Jamb / P -hook
Filled Block (ASTM C90) 2.112" 4"
1-3/4"
Jamb / P -hook
Hollow Block ASTM C90 2-1/2" 6"
1-1/4"
D
1/4" 410 SS Elco CreteFlex®
Fy=127.4 ksi, F�= 189.7 ksi
Head / Sill
Concrete (min, 3.35 ksi)
1"
4"
1-3/4"
Jamb / P -hook
Concrete (min. 3.35 ksi) V 6"
1-314"
Jamb / P -hook
Hollow Block ASTM 090) 2.1/2" 6"
1-1/4"
All
Southern Pine SG = 0.55 1"I 1"
1-3/8"
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.
5) 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 1X ARE LESS THAN 1-1/2" THICK. as complying with the Florida
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-No. 17-0420.12
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS Expiration Date 02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER B
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS y
Mrami—D"ade Product Control
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY 00 LYNjv�'i�
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO �� .•'' UtOENS�' <C'�
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF �k
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED = * NO. 58705
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED =_
BY THE AUTHORITY HAVING JURISDICTION.
t
® ST TE F
GENERAL NOTES AND MAP �14;`
SERIES 770 ALUM. SGD - LM IMPACT s>ONgL, C"11111110%\
sxwmeam: eels: sxmt a''"+"uN°` ae.: A. LYNN MILLER, P.E.
go�
SGD-770 NTS 1 w 22 PGTO130 c P.E.# 58705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
NOM. PANEL WIDTH Aw Ac pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
NOM. PANEL WIDTH Aw Ac 12 13 CAN BE OXXXp.
PER TABLES 1-3 2 13 PER TABLES 1-3
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
Gw J 19 j OF ANY 2 STRAIGHT CONFIGURATIONS.
G Q Go Jw JC 1
11
G3 #14
1 ° w 13 19 14 14 j o ° 0 3 FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
MAX. UNIT a o MAX. UNIT w Kc 1 z a w )
HEIGHT / e HEIGHT 19 14 14 i adw w
w w PER TABLES 1-3 � 1 t-'' r "X" = OPERABLE PANEL,
PER TABLES 1-3 Q o w "0" = INOPERABLE PANEL,
jaw "p" =POCKET DETAIL LETTER
w POCKET 1 v,
POCKET I m
T`d w Dc d -J x c"= OWOOD
NCREO EMETAL
INSTALLATIONINSTALLATION
1 -PANEL 2 -PANEL �"
12 13 CONFIGURATIONS 1z 1U3
CONFIGURATIONS SHEET NUMBER
MAX. UNIT WIDTH MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH -7"
AAc w Be Cw Cc DLO HEIGHT = DOOR UNIT HEIGHT -10.125"
NOM. PANEL WIDTH Aw Ac w Bc NOM. PANEL WIDTH w 12 13 12 13 12 13 PANEL HEIGHT =DOOR UNIT HEIGHT -1.866"
12 13 12 13 PER TABLES 1-3
PER TABLES 1-3
Gw Gc 19 19 19 14 14 i Q
19 19 Jw Jc 12 13 i
#113
19 19 1w Kc 1 0 w MAX• UNIT 12 13 19 4 14 19 19 14 14 I o d 2
MAX. UNIT 14 14 z a i HEIGHT w Ic a N
HEIGHT 1= w w PER 19 19 19 x
19 19 1ti'�a 12 13 Iw w
PER TABLES 1-3j W TABLES 1-3 o w
j POCKEja b y POCKET
T i m
4 -PANEL CONFIGURATIONS w c w Ec w F� PRODUCT REVISED
3 -PANEL CONFIGURATIONS w c w Ec 12 13 12 13 12 13 as Building
Code with the Florida
12 13 12 13 Building Code
NOA-No. 17-0420.12
MAX. UNIT WIDTH MAX. UNIT WIDTH Expiration Date 02/17/2020
NOM. PANEL WIDTH Aw Ac By l
WIDTH Aw Ac w c Gw Cc 12 13 Miami -Da Product Control
NOM. PANEL
PER TABLES 1 13 1 13 12 13 PER TABLES 1-3 w Bc
1 13
-s�,l----�(15W Cc
Gc Jw Jc 1 12 3
1 13 19 19 19 19 14 14 ¢ 19
c w c j rc o MAX. UNIT 2 "' SEE
12 13 19 19 19 19 14 14 1 q q HEIGHT 19 CC')
NOTE
MAX. UNIT a y G1 O 2, THIS
HEIGHT 12 13 19 9 19 19 / 1 w w PER 19 m / SHEET. 1 1111 t 1I
PER TABLES 1-3 Y a TABLES 1-3 G k19 .11 e/.
J� w c `
POCKET vwi EXTER 1 13 �\, .• t,10ENSF (��
-s��----� 12 13 N0.58705 •�
5 -PANEL CONFIGURATIONS w
W c w Ec w Fc CORNER, TYP. 1z 13
12 13 12 13 12 13
(OUTSIDE CORNER SHOWN, '•• L I9)?
INSIDE CORNER SIMILAR) O� . STXTE b 41/
1070TECHNOLOGYDRIVE 0wp1°d01 ,!�'AS'•.c4OR1D?,.•'
A VENICE, FL 34275 EXAMPLE CONFIGURATIONS IS ...
(941)480-1600 �, 77/ /ONAL EN `
Rewd By: Oem: ReNdane; CERT. OFAUTR 1129298 SERIES 770 ALUM. SGD - LM IMPACT
JR 04/05/17 C NO CHANGES THIS SHEET. covrwcer®son se,tavnaeee see: shoos oreoi,q �. R., A. LYNN MILLER, P.E.
Oretm ey: nam: - Checked By. Date: t'cruaousmtesTtxc. $GD -770 NTS 2 °t 22 PGTO130 C _ P.E.#58705
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX. TESTED UNIT WIDTH =
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16" @ 96" HEIGHT
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4" @ 120" HEIGHT
LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION.
NOM. PANEL WIDTH
Aw Ac w c Cw
Cc
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
PER TABLES 1-3
12 13 12 13 12
13
XXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
-s i ---�
CAN BE OXXXp.
Gw Gc
1 3
19 19 19
Jw Jc
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
19 19 19
t
14 14 1%atOF
ANY 2 STRAIGHT CONFIGURATIONS.
tw 13
MAX. UNIT Iw IcHEIGHT,
19
e
12 13
1s 9 1s is
i ~ w
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
96" OR 120"
/ / / /
o a w
14 4
"X" =OPERABLE PANEL,
POCKET i
"O" = INOPERABLE PANEL,
_p��,___�
"p" = POCKET
6-PANEL CONFIGURATIONS
w D w Ec w FD
12 13 12 13 t2 13
DETAIL LETTER
METAL INSTALLATION
MAX. UNIT WIDTH
�„�=CON ROEINSTALLATION
Cc
SHEET NUMBER
NOM. PANEL WIDTH
Aw Ac w
12 13 12
BG Cw
13 12 13
PER TABLES 1-3
LF/!
Jw JC
DLO WIDTH = NOM. PANEL WIDTH - 7”
G Gc
12 13 19
19 19 19 19
14 14 i e
DLO HEIGHT= DOOR UNIT HEIGHT- 10.125"
19 t9
14 14 I w ° w
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
12 13 19
MAX. UNIT Iw Ic
19 19
a m
HEIGHT tz 13 1s
1s 1s 1s 1s
PER TABLES 1-3
o�w
a 4
POCKET y
7-PANEL CONFIGURATIONS
w Dc w Ec w FG
PRODUCT REVISED
12 13 12 13 12 13
as complying with the Florida
Building Code
NOA-No. 17.0420.12
MAX. UNIT WIDTH
Expiration Date 02/17/2020
NOM. PANEL WIDTH
Aw
12
Acw Bc Cw Cc
t3 12 t3 12 13
B
Mlaml-Dar roduct control -
PER TABLES 1-3
I
G Gc
2 13 t9
19 19 19 19 19w
UW41
cKc
19
1w
19 19 19 19 19
19
Iwo w
MAX. UNIT Ic
HEIGHT 12 13 19
19 19 19 19 19
/
19
4 N
PER TABLES 1-3111!
POCKET
I°'0-„ � lV N �i
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LL— 11
8-PANEL CONFIGURATIONS
No.58705
1070 TEC ICE, FL 4275 EXAMPLE CONFIGURATIONS - �S .:c<ORIDP•'• .
N. VENICE, FL 34275
S/()NAL
/941/480-1600
tN:
ENG
/011111110,
SERIES 770
ALUM. SGD - LM IMPACT
a...eey: Dere: ReW.+oe.: CERT. OFAUTH.#29296
JR 04105117 C NO CHANGES THIS SHEET. COPM10WOM17
s.rcssnnaa.c Sme: SI—L D. N,, Ror A. LYNN MILLER, P.E.
D.. By: Del.: Che. B . DBIe:
PGTINODSrR/ES, INc.
® SGD-770
MTS 3 w 22 PGTO130 C P.E.# 58705
JR 10110114
AURIGHi $ERV 0
GLAZING DETAILS (G3, G3A G4, G4A,
G5 & G5A)
7/16" NOM.
7/16" NOM.
1" NOM.
3/16" HS GLASS
3/16" HS GLASS
3/16" HS GLASS
.090" PVB
090" PVB
090" SG
3/16" HS GLASS
3/15" HS GLASS 74
3/16" HS GLASS 74
3/8" AIR SPACE 74
3/16" T GLASS
82
82
83
EXTERIOR 3/4" NOM.
EXTERIOR 3/4" NOM.
314" NOM.
a GLASS
a GLASS
124-127
GLASS
B ITE
BITE
BITE
EXTERIOR
80
a
80
79
54
54
55
7/16" LAMINATED GLASS, TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9/16" NOM.
9/16" NOM.
1" NOM.
3/16" HS GLASS
1/4" HS GLASS
1/4" HS GLASS
.090" PVB
.090" PVB
.090" SG
3/16" HS GLASS
1/4" HS GLASS 74
1/4" HS GLASS 74
5/16" AIR SPACE 74
1/4" T GLASS
PRODUCT REVISED
82
82%
83
as complying with the Florida
Building Code
O 314" NOM.
0 3/4" NOM.
NOA-No. 17-0420.12
EXTERIOR GLASS
EXTERIOR GLASS
a
3/4" NOM.
124-127
GLASS
Expiration Date 02/17/2020
a BITE
BITE
BITE
By
EXTERIOR
Miami Dad' roduc t Control
a
81
81
79
54
-�_
54
55
9/16" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
tllll
GLAZING NOTES:
;' No. 58705 J
"ANN"=ANNEALED
"HS" = HEAT STRENGTHENED
"T"=TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.eI
®
1070 TECHNOLOGYDRIVE
D., +axw,:
- sTAT� <U
p
"PVB" =.090" TROSIFOL PVB BY KURARAY AMERICA, INC.
"SG" = SENTRYGLAS' BY KURARAY AMERICA, INC.
N. VENICE, FL 34275
GLAZING DETAILS
'�C�
.090"
R.MS, Dela: ReNsbne:
CERT. OFAUTH. #29296
SERIES 770 ALUM. SGD - LM IMPACT
/
JR 04/05/17 C NO CHANGES THIS SHEET.
DOP GfOCM11
sena aueau s�": sneae ore,ft. Rer.
A, LYNUII11OLVR, P.E.
Drewa sr. Dela: cna aeD. Dare:
RGrwDusm+E&IND. ®
SGD-77o NTS 4 a 22 PGTO130 C
P.E.#58705
JR 1 10110/14
ALL RIGM RESERVED
GLAZING DETAILS (G6, G6A, G7, G7A,
G8 & G8A)
1" NOM.
7/16" NOM.
V NOM.
3/16" ANN GLASS
3/16" HS GLASS
3/16" ANN GLASS --\
090" SG
.090" SG
.090" SG
3/16" ANN GLASS
3/16" HS GLASS
74
3/8" AIR SPACE 74
3/16" ANN GLASS
3/8" AIR SPACE 74
3/16" T GLASS
3/16" TGLASS
82
1
I
83
83
EXTERIOR
3/4" NOM.
3/4" NOM,
124.127 3/4" NOM.
GLASS
124-127 GLASS
GLASS
BITE
BITE
B ITE
EXTERIOR
EXTERIOR
A
81
79
79
54
55
55
1" LAMINATED I.G. GLASS, TYPE G6
7/16" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1" NOM.
9/16" NOM.
1" NOW
3/16" 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
5/16" AIR SPACE 74
114" T GLASS
1/4" T GLASS
PRODUCT REVISED
82
as complying with the Florida
83
83
Building Code
3/4" NOM.
NOA-No. 17-0420.12
3/4" NOM.
124_127
EXTERIOR
GLASS
3/4" NOM.
124_127
Expiration Date 02/17/2020
GLASS
BITE
GLASS
BITE
BITE
ey
EXTERIOR
Miami -Da Product Control
a
Bt
EXTERIOR
r
79
<�:]79
54
55
55
1" LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS,
TYPE G7A
1" LAMINATED I.G. GLASS, TYPE G8A
n,1,77
Pt?''. SF .11tn
z No. 58705
GLAZING NOTES:
"ANN"=ANNEALED
_
"HS" = HEAT STRENGTHENED
15 FOR SPACER DETAILS.
�O� •,
OF
"T" =TEMPERED
"PVB" =.090" TROSIFOL PVB BY KURARAY AMERICA, INC.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
SEE SHEET
° vbs
GLAZING DETAILS
s A/r
.�S ��RIDP„•' ��\
�7 s Cj
"SG” _ .090" SENTRYGLAEr BY KURARAY AMERICA, INC.
(,441)480-1600
TNB:
////OA/AL EN �
SERIES 770 ALUM. SGD - LM IMPACT
RaKaD oero: aaa s:
JR 14105117 C NO CHANGES THIS SHEET.
CERT.OFAUTH #29296
covmicerozmr
s�;e�rtnoaac Smh Sheol: D-wvmN aar
A. LYNN MILLER, P.E.
V.. 6y D.e. CheuFodey. Defe:
P TINDD MES,ING
$GD -771 NTS 5 "I 22 PGT0130 C
P.E.ti 58705
JR 10110114
w. RIGM rs SE Wn
I nLILL 1.
(Water Infiltration Rating)
Design Pressure (DP) and Anchor Quantities Required,
Straight Astragal
(Flat or Box, see
(+) Design
Maximum DP for all sizes:
Pressure, psf
Flush -1-1/2"
(for all approved configurations on Sheets 2 & 3)
Low - 2-1/2"
+46.67
Medium - 3-1/4"
+60.0
High - 4"
+60 /-60 psf
Assembly
135' Astragal
Standard Stiles
Standard Stile
For comer
astragal anchorage on 90° or 135°
comer units, see sheet 11
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
(May be limited by Table 1A)
Standard Astragal
g
Outside Corner,
Outside
Corner
Inside
Corner
Door Unit Height
205m
1r�"L�41
Inside
Table applies
to
Glass Types 3,
80"
84"
Corner
Outside
90"
96"
3A, 51 5A, 7, 7A, 8 & 8A and
Inside Corner
69-7/8" DLO
Corner
73-7/8" DLO
Part #60
Part #60
79-7/8" DLO
Part #60
Part #61 (Stile)
Part #118 (Corner
85-7/8"
DLO
Part #61
the Stile/Astragal Types shown
Anchor Group
Anchor Group
(Corn. & Fxd Mount)
Anchor Group
Anchor Group
below.
A I
B C
D
A
B C
D
A
B
C
D
A
B I
C I
D
Head/Sil(
C4+1
C4+1 C4+1
C4+1
G4+1
C4+1 C4+1
C4+1
04+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
24"
17"
Jamb
8
8 B
8
8
8 8
8
B
8
8
8
8
8
8
8
DLO
P -hook
6+7
6+7 6+7
6+7
7+8
7+8 7+8
7+8
7+8
7+8
7+8
1 7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+1
C4+1 C4+1
C4+1
C4+1
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1
I C4+1
C4+1
C4+1
C4+1
C4+1
E
30
23"
Jamb
8
8 8
8
8
8 8
$
8
8
8
8
8
8
8
8
L
-o
DLO
P -hook
6+7
6+7 6+7
6+7
7+8
7+8 7+g
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+1
G4+1 C4+1
G4+1
C4+1
G4+1 C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
G4+1
C4+1
C4+1
36
Jamb
8
8 8
8
8
8 8
8
8
8
8
8
8
8
8
8
DLO
6+7
6+7
7+8
7+8 7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8 1
7+8
7+8
a
P -hook
6+7
6+7
Head/Sill
G4+1
C4+1 C4+1
C4+1
C4+1
C4+1 G4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
E42"
Jamb
8
8 8
8
8
8 8
8
8
8
8
8
8
8
k -2-8—k;+8
8
0
DLO
P -hook
6+7
6+7 6+7
6+7
7+8
7+8 7+g
7+8
7+8
7+8
7+g
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+2
G4+2 C4+2
C4+2
C4+2
G4+2 G4+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
48"
41"
Jamb
8
B B
8
B
8 8
8
8
8
8
8
10
B
8
8
DLO
P -hook
6+7
6+7 6+7
6+7
7+8
7+8 1+8
7+8
7+8
7+8
7+8
7+8
7+B
7+g
7+8
7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL,
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER 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 BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED,
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TABLE 1A:
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
Straight Astragal
(Flat or Box, see
(+) Design
Sheet 17)
Pressure, psf
Flush -1-1/2"
see note 3
Low - 2-1/2"
+46.67
Medium - 3-1/4"
+60.0
High - 4"
+60-0
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT=
DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
OH LENGTH �-
2
(9 �
= 00 OH RATIO ? 1
O �
OH RATIO = OH LENGTH
OH HEIGHT
I JR 1 04105117 1 G I REVISED TABLE 1. 1
1070 TECHNOLOGYORIVE'1^^"`
N. VENICE, FL 34275
(941)460.1000
DP AN
Straight Astragal
Lockstile @
90" Astragal
Lockstile @
135" Astragal
Lockstile @
Interlock
P -hook
Lockstile @lamb
Assembly
Straight Astragal
Assembly
90* Astragal
Assembly
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
g
Outside Corner,
Outside
Corner
Inside
Corner
205m
1r�"L�41
Inside
Corner
Outside
Inside Corner
Corner
Part #60 (x2)
Part #60
Part #60
Part #60 (Stile}
part #67 (Astragal)
Part #60
Part #61 (Stile)
Part #118 (Corner
Part #119 (Out.)
Part #120 (In.)
Part #61 (Stile)
Parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
I JR 1 04105117 1 G I REVISED TABLE 1. 1
1070 TECHNOLOGYORIVE'1^^"`
N. VENICE, FL 34275
(941)460.1000
DP AN
mp.
j
SERIF
CERT. OFAUTH. #29286
Sertevnaa 1.
CovMOWVmrr
o
rcr SMES, INC,SGD-770
ALCMGMS6ESE WD
I ALUM. SGD - LM IMPACT
sb: SM1eet Mw4p Na.
NTS 6 a 22 PGTO130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
By --
\`\\i1111 t111j77 —
P?'� UceNSF•.•����
No.56705 �
� 0,n STAT90F
CIROPI
01VAL '
A. LYNN MILLER, P.E.
G P.E.# 58705
I NCSLt L:
(Water Infiltration Rating)
Design Pressure
(DP) and Anchor Quantities Required, (for all approved configurations on
Sheets 2 &3)
Pressure, psf
Sheet 17)
135' Astragal
Flush - 1-1/2"
see note 3
Maximum DP for all sizes:
+601-60
Medium - 3-1/4"
+60.0
High - 4"
+ 60.0
Assembly
135° Astragal
Heavy-duty Stiles
For
corner astragal anchorage
Heavy-duty Stile
on 90°
or 135'
comer units,
see sheet 11
Heavy-duty Stile
Standard Astragal
tside
Outside
Inside
Corner
(May be limited by Table 2A)
[=a4
"�-
Corner
Inside
Corner
Outside
Door Unit Height
Li
Inside Corte
Corner
Part #61(x2)
Part #61
Part #61
Part #61 (Stile)
Part #67 (Astragal)
Part #61
Part #61 (Stile)
Part #118 (Corner
Part #119 (Out.)
Part #120 (In.)
Table applies to Glass Types 4, 4A,
Part #61
80"
84"
Receiver )
90"
(Corn. & Fxd Mount)
96"
102"
108"
114"
120"
6, 6A, 7, 7A, 8 &
8A and the
69.7/8" DLO
73.7/8" DLO
79-7/8" DLO
85-718" DLO
91-7/8" DLO
97-7/8" DLO
103-78" DLO
109-7/8" DLO
Stile/Astragal Types
shown below.
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor
Group
A
8
C
D
A
B C
D
A
8
C
D
A
B
C
D
A
B
C
D
A
6
C
D
A
B
C
D
A
B
C
D
Head/Sill
C4+1
C4+i
C4+1
C4+1
G4+1
04+1 C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+t
C4+1
C4+1
C4+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
C4+1
C4+1
04+1
C4+1
24
17"
Jamb
8
8
8
8
8
8 8
B
8
8
8
8
8
8
a
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
DLO
7+8
7+8
g+9
8+9
B+9
8+9
8+9
8+g
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
P -hook
6+7
6+7
6+7
6+7
7+8
7+g 7+8
7+g
7+g
7+B
7+g
7+8
7+g
7+6
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
G4+1
C4+1
C4+1
C4+1
1
C4+1
C4+1
23"
8-
8
8
8 8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
io
10
10
10
10
10
10
30"
DLO
Jamb
8
B
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
1(CA4+10-4+1
0
9+10
9+10
P -hook
6+7
6+7
6+7
6+7
7+8
7+8 7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1
G4+1
C4+1
04+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
1
G4+1
04+1
36"
29"
Head/Sill
Jamb
C4+1
8
04+1
8
C4+1
8
04+1
8
C4+1
8
8 8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
16
DLO
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
0
9+10
9+10
P -hook
6+7
6+7
6+7
6+7
7+B
7+8 7+8
7+8
7+8
7+8
7+8
7+8
C4+1
G1+1
C4+1
C4+1
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
1
C4+1
C4+1
36,
Head/Sill
C4+1
10
10
10
10
10
10
10
10
10
12
10
10
10
M
42"
Jamb
Jamb
8
8
8
8
8
8 8
8
8
8
8
8
8
8
8
8
10
10
10
7+8
7+8
8+9
8+9
8+9
8+9
8+8
8+9
8+g
g+g
9+10
9+10
9+10
9+i0
9+10
9+10
9+10
9+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
Head/Sill
C4+2 04+2 C4+2
C4+2 C4+2 C4+2 C4+2 C4+2
C4+2 C4+2
C4+2 C4+2 C4+2 C4+2 C4+2 C4+2
C4+2
C4+2
C4+2
G1+2
C5+2
C5+2
C4+2
C4+2
CS+2
G5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
8
8
8
8
8
8 8
8
8
8
8
8
10
8
8
8
10
10
70
10
10
10
10
10
12
10
10
10
12
10
10
10
z
48
DLO
Jamb
_7_-8_j_7_+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
P -hook
6+7
8+7
6+7
6+7
7+8
7+8 7+8
7+B
7+8
7+8
7+8
7+8
7+6
Head/Sill
C4+2
C4+2 C4+2 C4+2 C4+2 C4+2 C4+2
C4+2 C4+2
64+2
C4+2
C4+2
04+2
04+2
C4+2
C4+2
54"
47"
Jamb -
8
B
8
B
8
8 8 1
8
10
8
8
5
10
8-
-B--
8
DLO
P -hook
5+7
6+7
6+7
6+7
7+8
7+8 7+8 1
7+8
7+8
7+8
7+8
7+8
7+8
_7_+_8_F_7+_8
7+8
Not
available
in these sizes
Head/Sill
C4+2
04+2
C4+2
C4+2
C4+2
C4+2 C4+2
C4+2
C4+2
G4+2
C4+2
C4+2
C4+2
C4+2
04+2
C4+2
60"
53"
Jamb
8
8
8
8
8
8 8
8
10
8
8
8
10
8
8
8
-
DLO
P -hook
6+7
6+7
6+7
6+7
7+8
7+8 7+8
7+8
7+8
7+g
7+g
7%
7+8
7+8
7+8 1
7+8
FOR EXAMPLE UN USING IABLt, Jtt Mitt I d.
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 1-1/2"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
TABLE 2A:
Sill Heightto Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
135' Astragal
Flush - 1-1/2"
see note 3
Low - 2-1/2"
+ 46.67
Medium - 3-1/4"
+60.0
High - 4"
+ 60.0
SEE NOTES 1-3
OH LENGTH �-
t7 �
LU 00 OH RATIO >-1
2
o
OH RATIO = OH LENGTH
OH HEIGHT
i , / Ihf hln c-ru e v AC70A!]At TVDFQ CL"A1 I RF I ICFr) PnR TART F 7 RFF RHFFTR 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
Inc F�c'vV`t I'll
Straight Astragal
Lockstile @
90" Astragal
Lockstile @
135' Astragal
Lockstile @
interlock
P -hook
Lockstile @Iamb
Assembly
Straight Astragal
Assembly
90° Astragal
Assembly
135° Astragal
Heavy-duty Stiles
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
tside
Outside
Inside
Corner
[=a4
"�-
Corner
Inside
Corner
Outside
Li
Inside Corte
Corner
Part #61(x2)
Part #61
Part #61
Part #61 (Stile)
Part #67 (Astragal)
Part #61
Part #61 (Stile)
Part #118 (Corner
Part #119 (Out.)
Part #120 (In.)
Part #61(Stile)
Parts #31 & #32
Part #61
Receiver )
(Corn. & Fxd Mount)
1--&105117�C�REVISEO TABLE 2, REMOVED EXAMPLE
o�swn ar 2,m� ol,atl;eae. Dem:
1070 TECHNOLOGY ORM
N. VENICE FL 34275
(941) 480-1600
CERT. OFAUTH. #29206
DP AND ANCHORAGE
SERIES 770 ALUM. SGD - LM IMPACT
SGD-770 I NTS 1 7 a 22 1 PGTO130 I C
LFL. vwln-
NOM. PANEL WIDTH -7"
DLO HEIGHT =
DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT -1.866"
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
oAY'LY1V1v
N0.58705 •
STATE OF • (�`�;
lS •� �
'7/ 'OVAL �N `
A. LYNN t�I�I11LER, P.E.
P.E.# 58705
I AbLL 3:
1 ILC ° AS I V„L
vv`y
'Lockstile
' v' ` V
Straight Astragal
v`Y v.." • V — —
Lockstile @
-- _.. Astra. _ _
90* Astragal
Lockstile @
135° Astragal
Lockstile @
--
P --hook
@lamb
Assembly
Straight Astragal
Assembly
90° Astragal
Assembly
135° Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Design Pressure (DP) and Anchor Quantities Required, (for
all approved configurations
on
Sheets 2 & 3)
Heavy-duty Astragal
Maximum
DP shown
below
Inside
Corner
For corner astragal anchorage
on 90° or 135°
corner units,
see sheet 11
7tsid
LrY't1 1
Corner
Inside
Corner
Outside
(May be limited by Table 3A)
Inside Cor'^v-i
I
Corner
rPart #61(x2)
Part #61
Part #61
Part #61 (Stile)
part #68 (Astragal)
part #61
Part #61 (Stile)
Part #118 (Corner
Part #119 (Out.)
Part #120 (In.)
Door U Height
Part #61
Receiver)
(Corn. & Fxd Mount)
Table
applies to Glass Types 4, 4A,
80"
1
84"
1
90"
96"
102"
106"
6, 6A, 7, 7A,
8 & 8A and the
69-7/8" DLO
73.718" DLO
1
79-718" DLO
85-7/8" DLO
91-718" DLO
97-7/8" DLO
Stile/Astragal types shown below.
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor
Group
Anchor
Group
A
B
C I
D I
A
I B 1 C 1
D I A
I 8
I C I
D
I A
I B I
C
D
A
I B I
C
I D
A
1. B JCLD
Design Pressure
+/-90.0 psf
+/-82.5
psf
+1-75.0
psf
17"PP-hook
eatl/Sill
C4+1
C4+1
C4+1
G4+1
G4+1
CA+1 C4+1
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+4
C4+1
C4+1
C4+1
24"
B
B
8
8
8 8
8 8
8
B
8
8
8
8-
8
10
10
10
10
10
10
10
10
DLOJamb
8
6+7
6+7
6+7
6+7
7+8
7+B 7+8
7+8 7+8
7+8
7+8
7+8
7+8
7+8
7+B
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8t9
Design Pressure
+/-90.0 Per
+/-62.6
psf
+/-75.0
psi
23"
F Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
G4+1 04+1
04+1 C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+7
C4+1
C4+1
04+1
CA+1
C4+1
C4+1
C4+1
04+1
3011
DLO
Jamb
8
8
8
8
B
8 8
8 10
8
8
B
10
8
'8
a
10
10
10
10
10
10
10
10
r.
9_
P -hook
6+7
6+7
6+7
6+7
7+8
7+8 7t8
7+8 7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
6+9
8+9
8+9
8+9
8+9
Design Pressure
+/--900 Per
+/-82.5
psf
+/-75.0
psf
m
29"
Head/Sill
C4+1
C4+7
C4+1
C4+1
1,''
C4+1 C4+1
04+1 G4+1
C4+1
C4+1
C4+1
G5+1
C5+1
C4+1
G4+1
C5+1
C5+1
C4+1
C4+7
C5+1
C5+1
C4+7
C4+1
EL
36„
DLO
Jamb
10
8
8 1
8
10
8 8 1
8 1 10
ji 8
6
8
12
10
8
6
12
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+6
8+9
8+9
8+9
8+9.
8+9
8+9
8+9
8+9
8+g
8+9
8+9
8+9
o
Design Pressure
+I--90.0 psi
+/-82.5 psf
+/-75,
0 psf
Z
35"
Head/Sill
C4+2
C4+2
C4+2
CA+2
C4+2
C4+2 C4+2
C4+2 C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
G5+2
C5+2
C5+2
42„
DLO
Jamb
10
8
8
8
10
8 8
8 12
10
8
8
12
10
8
8
12
10
10
10
12
10
10
70
P -hook
7+8
7+8
7+6
7+8
7+8
7+8 7+8
7+8 8t9
8+9
8+9
8-+
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
6+9
Design Pressure
+7--90.0 psf
See Note
A ow
+/-B2.5
psf
+/-75.0
psf
41"
Head/Sill
C5+2
C5+2
C4+2
C4+2
C5+2 C5+2 C5+2
C5+2 C5+2
C5+2
C5+2
C5+2
C6+2
C6+2
+2
C5+2
C6+2�CI+2
C6+2
C6+2
C5+2
C5+2
F48"
DLO
Jamq
10
6
8
8
12
10 8
8 12
10
8
8
14
12
8
8
14P
-hook
7+7+8
8+9
8+9 8+9
8+9 8+9
8+9
8+9
8+9
9+10
9+10
+10
9+10
9+10
9+1019+1019
9+10
NOTE A: +/-90.0 PSF FOR GLASS TYPES 4,�(+A, ti, UA, /H, 23 & dA; */-ts/.-I rvr< ��r�aa i r rc I
EXAMPLE ON SHEET 9
NOTES;
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER
DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT=
DOOR UNIT HEIGHT -1.866"
n, r /M=0 ouAl I QG 11CGn CnR TAPI P 2 cFF cuFFTc 91 A 92 FC)R PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
ry a
nLInterlock
1 ILC ° AS I V„L
vv`y
'Lockstile
' v' ` V
Straight Astragal
v`Y v.." • V — —
Lockstile @
-- _.. Astra. _ _
90* Astragal
Lockstile @
135° Astragal
Lockstile @
P --hook
@lamb
Assembly
Straight Astragal
Assembly
90° Astragal
Assembly
135° Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Astragal
Outside Corner„
rner �i1L
Outside
Inside
Corner
����c]��'
"'�
7tsid
LrY't1 1
Corner
Inside
Corner
Outside
Inside Cor'^v-i
I
Corner
rPart #61(x2)
Part #61
Part #61
Part #61 (Stile)
part #68 (Astragal)
part #61
Part #61 (Stile)
Part #118 (Corner
Part #119 (Out.)
Part #120 (In.)
Part #61 (Stile)
Parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
1070TECHNOLOGYDRIVE >.
N. VENICE, FL 34275 DP AND ANCHORAGE
(941)480-1600 ny,;
.m: Reeklms: CERT OFAUTH #29296 SERIES 770 ALUM. SGD - LM IMPACT
04/05/97 C REVISED TABLE 3, ADDED EXAMPLE. cpvmloxramn [k
,fa; ChacYeJB , pale; MTINDUSTWES, INC. ® SGD-779 NISTTLC, 8 a 22 PGTO130
TABLE 3A:
Sill Heightto Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
pressure, psf
Sheet 17)
_
Flush -1-1/2"
see note 3
Low - 2-1/2"
+46.67
Medium - 3-1/4"
+ 60.0
High - 4"
+ 90.0
SEE NOTES 1-3
OH LENGTH
F=
S
_
00
OHRATIO z1
O
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.92
Expiration Date
i
BY
�itlllll/ll/j
PCS.. •'� LIGENS.� �/�<'i
No, 58705 '
� d
S q Iy.9
��S •'�1 �RIDP.••'• � �`
SIONA` 00N
A.
w: A. LYNN MILLER, P.E.
C P.E.# 58705
NO FRAME "9+10" P -HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER
SEE
JAMB (9) P -HOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10
"C5"
SPLICE
REQUIRED @ (PERPENDICULAR TO GLASS SEE CLUSTER DETAILS, FOR ASTRAGAL
DETAILS, SHEET 10 FOR "CG"
NOTE,
EXTERIOR PLANE) SEE TABLE 2, SHEET 7 REQUIRES SHEET 10 FOR INTERLOCK 24" MAX. O.C.
INTERLOCK
THIS
POCKETS CLUSTER, SEE
AND 48" NOM.
DETAILS, SHEET 11
SHEET
SEE POCKET 10 P -HOOK PANEL WIDTH x x
O r----__ _ x /� x x x
JAMB L x x x x x 6" MAX.
�x
MOUNTING x x x x x x x x x
}x�
INSTALLATION, ADAPTER B MAX' (ol g x x x x x x x x x x x
THIS SHEET l (
ANCHORS MIDWAY 'fQ' 3^MAX.
& SHEET 14 BETWEEN P-HOOKl�i ( 4 PAIRS OF
ANCHORS & AT 3" I F�� °' x = FRAME x ANCHORS
x
1 FROM TOP & cc 14" MAX. 0.0, I I o I ANCHORS 96" (TOTAL 8
BOTTOM o I I 0 UNIT 21" MAX. ANCHORS)
4.051"
D.C. PER JAMB
8" MAX. TO OPENING a ° I ® n o= P -HOOK HEIGHT
;—,,—Mj,
x
EDGE OF POCKET SEE w a O (SEE JAMB
i
= a ® . O.C. ANCHORS x
DETAIL
INSTALLATION o w I I
zz
DETAILS'Jc'&'Kc', iia¢ ®' o = P -HOOK BELOW)
END PANEL SHEET 14 & PART e Q MOUNTING x
!o,
24" MAX.
ANCHORAGE DETAILS'J'&'K', ti j®j 3"MAX. ADAPTER x
(2 ANCHORS) SHEET 19 FORL F�1 ANCHORS
O.C.
P -HOOK L------6" MAX. I x - x x x x
+2 x x x x x x x END PANEL
ANCHORS x x x x
ANCHORAGE END PANEL x' x, x z x x x x x x x x x' 6" MAX. ANCHORAGE (SEE
ANCHORAGE `J x' x x x x x ',+2„ SKETCH BELOW)
SKETCH BELOW)
(SEE ��+2" +2" +2" ANCHORAGE
„ ,� AN
8 MAX., TYP• ANCHORAGE
CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24" MAX.
EXAMPLE' 5 -PANEL 2 TRACK, 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6" SPLICE NOTE:
NON-STRUCTURAL
1
ANCHORAGE EXAMPLE NOTES:
ANCHORS MAY BE ADDED
I
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 END PANELANCHOR EXCEPTION, ("+1" ANCHORAGE ONLY):
AS NEEDED TO ALIGN THE
2) ANCHOR LOCATION SPACING FOR ANCHOR DI CLE T NEXT
cwsTERoeE —® EXTERIOR HEAD OR SILL IFA SPLICE
UST
QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
CENTERLINE OF 24" O.C.OR LESS 1 21„ C� OCCURS AT THE P -HOOK.
°
48"
NOM.
INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. , MAX.
PANEL
USE SPECIFIED CLUSTER FROM APPROPRIATE PRODUCT REVISED
"C5"
WIDTH
SEE CLUSTER as complying with the Florida
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND Buildin Code
9
DETAILS, SHEET 10 CENT6MINE DE END PANEL
STRAIGHT AND CORNER ASTRAGAL LOCATION, NOA-No. 'I7-0420.'12
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O,C. DISTANCE TO THE NEXT ANCHOR 5.64" Expiration Date 2/17/2020
"+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT
REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE:
ADDITIONAL ANCHORS 24" O.C. MAXIMUM. 6" MAX By
3.5"
Miaml-Da induct Control
CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR
OF PANEL 2 O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2 -TRACK
P -HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2" ANCHORAGE ANCHOR PAIR
QUIRES SEE "C5" CLUSTER END PANEL
CENTERLINE CENTERLINE
6" CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE
®
SHEET 11 FOR ASTRAGAL (� (2 ANCHORS) g"
INTERLOCK ASTRAGALA_
051„ w 3.5" MAX.
4;DETAILS,
°
`0 oAY LYNN/
®
°
°
No.
CENTERLINE CENTERLINE CENTERLINE
EXTERIOR "+2"ANCHORAGE
_
58705
OF PANEL 3 I OF PANEL 4 OF PANEL 5
OF
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
p R
r� • IT"
1070 TECHNOLCOYDRIVE
N. VENICE, FL 34275 ANCHORAGE SPACING & EXAMPLE PLANS
T '• RTE OF `
(947) 960.1600
770 ALUM. SGD LM IMPACT
R70
S1ONAL. �S\a�xN\
R. ay: Dmo: R"vans: CERT. OFAUTH.#29296 SERIES -
JR 04/05/17 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. cGPrnlcxr®smT Sa,iWbfoCel: S�^e,: Shunt Wawh°N. Rer,
q,/L7dIdtU lM1iiLIL K`P,E,
p q
Drswn By: Data: CheckedB. Date: PGTINDUSIRIES. INC SGD-770 NTS 9 W 22 PGT0130 C
JR 10/10/14 ALLRIGMAEGERVED
P.E.#58705
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE
INTERLOCK --[—IF NEEDED INTERLOCK--, CONDITION, USE
CENTERLINE I CENTERLINE ' "C6" CLUSTER DETAIL)
ANCHORS ARE REQUIRED, "C4")
7" [, 7"
4" F
EXTERIOR 4 DIAG.
W7"
2 -TRACK FRAME HEAD/SILL
is ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-�—IF NEEDED
CENTERLINE I
EXTERIOF
3 -TRACK FRAME HEAD/SILL
q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL ORSPLICE LOCATION
INTERLOCK�IF NEEDED
CENTERLINE
8"
ANCHORS ARE REQUIRED, "C4")
1
2.04"
ASTRAGAL OR SPLICE LOCATION
INTERLOCK- —IF NEEDED
CENTERLINE I
EXTEERIOF
V
ASTRAGAL OR (FOR SPLICE
INTERLOCK -r -I CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
----1 3.5" 1- - ,
2.04"
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7
15 3 -TRACK FRAME HEAD/SILL
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3.5"
4„
EXTERIOR
ID
2 -TRACK FRAME HEAD/SILL
P ASTRAGAL OR INTERLOCK
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2.04" —
21"
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6" DIAG.
2.04"
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2.04"21 "
5.64" MAX.
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6" MAX.
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�7 3 -TRACK FRAME HEAD/SILL
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ti 4.08"
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1070TECHNOLOGYDRIVI
N. VENICE, FL 34275
(941) 4841600
CERT. OFALITH, #29296
(54/05/17 ( C I NO CHANGES THIS SHEET. I
ASTRAGAL OR (FOR SPLICE
INTERLOCK a CONDITION, DO NOT
n�Nfrcol INM USE THIS DETAIL)
17/[H
5.64"
4 -TRACK
6" DIAG. FRAME JAMB
EXTERIOR ANCHOR PAIR
ANCHORS MAY BE INSTALLED
EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
5.64"
3 -TRACK FRAME JAMB
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
�—IF NEEDED
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
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ANCHORAGE, EXAMPLE
SERIES 770 ALUM. SGD - LM IMPACT
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SGD-770 NTS 10 a 22 PGTO130 C
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONSIANCHORAGE AT
P -HOOK SEE SHEET 9.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17.0420.12
Expiration
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®�'.. STATE O�
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INTERIOR 2.04"
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INTERIOR INTERIOR I
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2.02.04" EXTERIOR 2.04" EXTERIOR 4
2.04 EXTERIOR 8.94"
°
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90° CORNER 90° CORNER 135° CORNER
135° CORNER
4" DIAG.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
2-TRACK FRAME HEAD/SILL
3.5"
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER
(USE WHERE 5 OR 6 CLUSTER
CENTERLINE
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C�
ANCHORS ARE REQUIRED, "C6")
OF PANEL
4.08"
INTERIOR
INTERIOR
EXTERIOR 4.08"
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4" 7.41 "
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--
INTERIOR 3.5° INTERIOR
ii
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— -
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OF PANEL
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3 5' ON
EXTERIOR 7" 4e
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INTERMEDIATE ANCHOR LAYOUT
EXTERIOR INTERIOR
7 ALL
ANCHOR
-
i� EXTERIOR
90° CORNER 135° CORNER VIEWS
_ _
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS)
4" DIAG.
PRODUCT REVISED
as complying with the Florida
Building Code
6.12"
INTERIOR - INTERIOR 2.04"
_
NOA-No. 17-0420.12
2.04" 6 12"
3.5'
Expiration Date 02/17/2020
CENTERLINE
EXTERIOR
4 INTERIOR 5.88
OF PANEL
By
° °
Miami-Dads roduct Control
INTERIOR 90° 3 5' 135°
„+ 3" ANCHOR
4 2.04"
_
7„
DIAG.
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°
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° 3.5" 4" °
2.04" 3.5"
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OF PANEL
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= No. 58705 -_
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C8 ANCHOR CLUSTER REQUIRED C8 ANCHOR CLUSTER REQUIRED
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INTERMEDIATE ANCHOR LAYOUT
-
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS)
(3-TRACK SIMILAR)
- :7 1
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NOTES:
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1, ALL DIMENSIONS SHOWN ARE BASED ON 1070TECHNotowoRroe po
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2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VENICE, F134275 ANCHORAGE, EXAMPLE CLUSTERS
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INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
MIN. OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE:
EDGE DISTANCE:
THE METAL SUBSTRATE
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
2-1/16" *
1/4"
2-1/16
NOTES:
1/4" 1. ALL DIMENSIONS
EXTERIOR 1/4:,
MAX.
MAX.
N ARE BASED
o
SHIM
EXTERIOR SHIM
EXTERIOR
S M ON MVIN. ALLOWED.
EMBEDMENT:
a
2. METAL OR WOOD
SUBSTRATES MAYBE
SEE TABLE A, ���111
USED FOR ALL FRAME
SHEET 1
WOOD ANCHOR TYP.,
2X WOOD WOOD ANCHOR TYP.,
METAL TYP., SMS ANCHOR TYP.,
TYPES PER TABLE A,
SHEET 1.
2X WOOD
SEE ANCHOR NOTES
TYR, SEE ANCHOR SEE ANCHOR NOTES
SEE ANCHOR SEE ANCHOR NOTES
TYP., SEE ANCHOR
NOTE 3, SHEET 1 & TABLE A, SHEET 1
NOTE 3, SHEET 1 & TABLE A, SHEET 1
NOTE 4, SHEET 1 & TABLE A, SHEET 1
DIAGONAL O.C. IS
2 -TRACK FRAME HEADe
3 -TRACK FRAME HEAD
e 4 -TRACK FRAME HEAD
METAL INSTALLATION
MIN 4" (HEAD & SILL)
w WOOD INSTALLATION
6w WOOD INSTALLATION
Cw
OR 6" (JAMB) SEE
WOOD ANCHOR TYP., 2X WOOD
WOOD ANCHOR TYP., 2X WOOD
SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11.
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEE & TABLE A, SHEET 1 NOTE 3, SHEET
1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET
1
SEE ANCHOR
ANCHOR
ANCHOR
MIN. OF 3 THREADS BEYOND
NOTE 5, SHEET
NOTE 5,
1
NOTE 5,
SHEET 1�
THE METAL SUBSTRATE
1 (14' MAX.)
SHEETI-
.-
(1/4" MAX.) , , .,:._ ..; ....: .. .:.::..; 1 _
(1/4" MAX.)
EXTERIOR f
EXTERIOR
EXTERIOR
EMBEDMENT: SEE
_
�2-1/16"*
TABLE A, SHEET 1
2-1/16"*
EDGE DISTANCE:
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
E 2 -TRACK FRAME SILL
E 3 -TRACK FRAME SILL
E 4 -TRACK FRAME SILL
Fw METAL INSTALLATION
ow WOOD INSTALLATION
Ew WOOD INSTALLATION
EMBEDMENT: SEE
PRODUCT REVISED
TABLE A, SHEET 1
as complyingwith the Florida
Building Code
EMBEDMENT: SEE
Now -No. 17-0420.12
TABLE A, SHEET 1
EDGE DISTANCE:
Expiration Date 02/17/2020
SEE TABLE A,
;
"
EMBEDMENT: SEE
METAL TYP., SHEET 1
SEE ANCHOR
By y
Mia I—Da roduct Control
-�I
TABLE A, SHEEt2-1/16"
EDGE DISTANCE:
NOTE 4, SHEET 1
E DISTANCE:
Q SEE TABLE A,
0
2X WOODE TABLE A,
2X WOOD SHEET 1
TYP., SEE ANCHORSHEET 1
TYP., SEE ANCHOR
2-1/16"
NOTE 3, SHEET 1
NOTE 3, SHEET 1
SMS ANCHOR TYP.,
71�'
SEE ANCHOR NOTES
2-1/16"'
& TABLE A, SHEET 1
WOOD ANCHORTYP.,
ANCHOR
MIN. OF 3
SEE ANCHOR NOTESWOOD
TES
SEE ANCHOR NOTES
THREADS
& TABLE A, SHEET 1
&TABLE A, SHEET 1
EXTERIOR BEYOND THE
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ALLRIGMS SER
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
EDGE DISTANCE: EDGE DISTANCE:
1. ALL DIMENSIONS
CONCRETE EDGE DISTANCE: SEE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
CONCRETE CONCRETE
SHOWN ARE BASED
TABLE A, SHEET 1
PER TABLE PER TABLE
* PER TABLE 2-1/16" * 2-1/16"'
ON MIN. ALLOWED.
A, SHEET 1 2-1116"
A, SHEET 1 A, SHEET 1 1/4" DIAGONAL O.C. IS
EXTERIOR : MAX. MIN 4" (HEAD &SILL)
SHIM
�--, t+ 1
OR 6" (JAMB) SEE
EMBEDMENT p 114" EXTERIOR 1/4" EXTERIOR �
DETAILS, 1.SHEETS
10&11.
SEE TABLE A, I— MAXa MAXa.
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR
NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
3 -TRACK FRAME HEAD E 4 -TRACK FRAME HEAD
E E
S 2 -TRACK FRAME HEAD
CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
Ac CONCRETE INSTALLATION Bc
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SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYR, 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 SEEANCHOR SEEANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
SHEET 1� SHEET 1�
1 (1/4" MAX.)
(1/4" MAX.) ' - `_ >: (114" MAX.)
_
EXTERIOR` EXTERIOR EXTERIOR
�j - e
a a
CONCRETE
2-1 /16' * 2-1/16" 2.1 /16" *
PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE:
A, SHEET 1
SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
0 2 -TRACK FRAME SILL E 3 -TRACK FRAME SILL 4 -TRACK FRAME SILL
CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE _
�'
PRODUCT REVISED
TABLE A, SHEET 1 a
as complying with the Florida
Building Code
EMBEDMENT: SEE
NOA-No. 17-0420.12
TABLE A, SHEET 1 �� EDGE DISTANCE:
Expiration Date 02/17/2020
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT: SEE 1 CONC./CMU ANCHOR I SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1
By_
Mi - t C --
Mlam� foduct Control f
�"I _..J_ � ' - - SHEET 1
TABLE A, SHEET 1 TYP., SEE ANCHOR SEE ANCHOR NOTE 3,
EDGE DISTANCE: NOTES & TABLE A, SHEET 1
RED
RED 2-1/16"
PROPERLYSECURED SEE TABLE A, SHEET 1
1X WOOD BUCK SHEET 1 2-1 /16"
SEE ANCHOR NOTE 3, + CONC./CMU ANCHOR
SHEET 1 TYP., SEE ANCHOR
* PROPERLY SECURED FNOTES & TABLE A,
CONC./CMU ANCHOR2-1/16"
1X WOOD BUCK TYP., SHEET 1 CONCRETE
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R SEE ANCHOR NOTE 3', CONCRETE OR CMU
NOTES & TABLE
, CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE
SHEET
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a
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INSTALLATION DETAILS
NOTES:
1. ALL DIMENSIONS
FRAME JAMB
SHOWN ARE BASED
REQUIRED AT ALL
2.693" MIN,
ON MIN. ALLOWED.
INSIDE POCKETS
EDGE
TO PREVENT
DISTANCE
2. FIGURES ON THIS
EMBEDMENT: SEE
WATER
_ r°
SHEET ARE FOR
WOOD FRAMING TABLE A, SHEET 1
P-HOOK MOUNTING ADAPTER
INFILTRATION
CONC./CMU
ILLUSTRATIVE
o
WOOD ANCHOR TYP.,
_
ANCHOR TYP„ SEE PURPOSES ONLY. SEE
EMBEDMENT:
SEE ANCHOR NOTES
&TABLE A, SHEET 1
2s
ANCHOR NOTES &
TABLE A, SHEET 1 FOR
_
SEE TABLE A, —
(ALSO SEE TYP.A
TABLE A, SHEET 1
ALL APPROVED
SUBSTRATES.
SHEET 1
28
ILLUSTRATION, SHEET 9)
1-1/4" IN. EDGE DISTANCE
#I
EDGE DISTANCE: SEE
EXTERIOR
3. SEE TABES 1-3,
SHEETS 6-8 FOR
TABLE A, SHEET 1 EMBEDMENT:
SEE TABLE A,
P-HOOK MOUNTING
REQUIRED P-HOOK
26
EXTERIOR SHEET 1
ADAPTER CONC./CMU
AND P-HOOK
MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., P
IG P-HOOK
ANCHOR TYP., SEE
ANCHOR QUANTITIES.
SEE ANCHOR NOTES
CONCRETE
ANCHOR NOTES & TABLE
ALSO SEE EXAMPLE
& TABLE A, SHEET 1
CMU PER TABLELE
EMBEDMENT: SEE
A, SHEET 1
ON SHEET 9.
(ALSO SEE TYP.
2.693" MIN. A,SHEETI
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
FOR USE WITH FLAT SILL RISERS
E P-HOOK FOR USE WITH ANY
SILL RISER
eP-HOOK
Jw PARTS #18, #20, #22 OR #24,
Jc PARTS #18, #20, #22 OR #24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP.,
P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING EMBEDMENT: SECONCRETE OR
E
NOTE 4, SHEET 1; ADAPTER SMS
EMBEDMENT: SEE
TABLE A, SHEET 1
ADAPTER CONC./CMU
ANCHOR TYP., SEE
TABLE A, SHEET 1
CMU PER TABLE
MIN, OF 3 THREADS
ANCHOR TYP., SEE A, SHEET 1
ANCHOR NOTES &TABLE
BEYOND THE METAL
ANCHOR NOTES
A, SHEET 1
SUBSTRATE
28 & TABLE A, SHEET 1
EMBEDMENT:
(ALSO SEE TYP.
PRODUCT REVISED
(ALSO SEE TYP.
SEE TABLE A,
ILLUSTRATION, SHEET 9)
as complying with the Florida
EMBEDMENT:
ILLUSTRATION, SHEET 1
SHEET 9)
28
Building Code
NOA-No. 17-0420.12
SEE TABLE A,
EDGE DISTANCE: SEE
aw AAUnwIC
Expiration Date 02/17/2020
SHEET 1
TABLE A, SHEET 1
-*
1.114" MIN. EDGE DISTANCE
By
Miami-De Product Control
30
30
P-HOOK SMS ANCHOR TYP.,
EXTERIOR P-HOOK CONCJCMU
EXTERIOR
SEE ANCHOR NOTES
R ANCHOR TYP., SEE
JZ
& TABLE A, SHEET 1
�/ ANCHOR
NOTES & TABLE
v
(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)
eP-HOOK FOR USE WITH BOX
SILL RISERS
P-HOOK FOR USE WITH BOX
SILL RISERS
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Kw PARTS #19, #21, #23 OR #25,
Kc PARTS #19, #21, #23 OR #25,
F '
METAL INSTALLATION
EXTERIOR
CONCRETE INSTALLATION
EXTERIOR
Q ; •' ,t'�
(SEE TABLES 1A, ZA & 3A
MOUNT
(SEE TABLES 1A, 2A & 3A
MOUNT
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No. 58705 -
FOR WATER RATINGS)
ONLY
FOR WATER RATINGS)
ONLYOF
_
1070 TECHNOLOGYDRIVEop01
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LYNN MILLER, P.E.
Grgwn By: Gere: Ghedcerl pare:
PGTINUUSTRIES,INC'
SGD-770 NTS 14
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P.E.#58705
JR 10710114
ALL RIGHISRESERV
CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'Aw' &'Ac',
SHEETS 12 & 13
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL.
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK
COMBINATIONS PER DP/ANCHOR
TABLES.
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13
PANEL CORNER
DETAIL
MAX. UNIT
WIDTH
MAX.
—DLO
I WIDTH
#10 X 1-1/2"
PH SMS
90°
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
I MAX. UNIT
MAX HEIGHT
DLO PER
HEIGHT TABLES
1 1-3
EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
SILICONE STRUCTURAL
IRS POLYISOBUTYLENE
WITH DESICCANT
FRAME CORNER
DETAIL
Part #
Description
PANEL
124
lKorrimerling 43G TPS Spacer System
PANEL
125
lQuanex Super Spacer nXT with Hot Melt Butyl
PANEL
TYPE
Quanex Duraseal Spacer
Materials
TYPE
PANEL
TYPE
'QS'
'AS'
TYPE
'A'
'K'
NOM.
MAX.
;
PANELPANEL
WIDTH TYP.
HEIGHT
SEE
PER
NOTE 2
TABLES 1-3
a
L
a
XX
I X
#10 X 1-1/2"
PH SMS
90°
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
I MAX. UNIT
MAX HEIGHT
DLO PER
HEIGHT TABLES
1 1-3
EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
SILICONE STRUCTURAL
IRS POLYISOBUTYLENE
WITH DESICCANT
FRAME CORNER
DETAIL
Part #
Description
Material
124
lKorrimerling 43G TPS Spacer System
125
lQuanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
126
Quanex Duraseal Spacer
Materials
127
lCardinal XL Edge Spacer
REFERENCE 11-31 KEYUK I3; F I L-61 If, UB00 a OWU
I JR 1 04105117 1 C I NO CHANGES THIS SHEET. I
EXT.GLASS
X 1"
ISMS
STRUCTURAL
SILICONE
-1/4" NOM. FOAM
WITH
DESICCANT
EXT. GLASS./
INT. GLASS
UNIT WIDTH
I INTERIOR
EXTERIOR
90"
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGE SHEET 11
INTERLOCK DETAIL
'M', SHEET 19
EXTERIOR I INTERIOR
JAMB DETAIL -GS, SHEET
18; INSTALLATION DETAILS
'Gw' &'Gc'. SHEETS 12 & 13
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
T BUTYL
NOM.
GLASS
24 KODISPACE 4SG TPS 25 SUPER SPACERONXTTM
ALUMINUM
REINFORCEMENT POLYISO- DESICCANT FILL AREA
\,y$
BUTYLENE • 5116" NOW
5/16" NOM. SEAL
BUTYL & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS
EXT. GLASS —]
/UV '—INT. GLASS �� \—INT. GLASS
1z6 DURASEAL® SPACER 27 XL EDGE TMSPACER
1070 TECHNOLOGYDRIVE "'-
N. VENICE, FL 34275 ANCHORAGE DETAILS / EXAMPLE ELEI
(941) 480-1600 >
CERT. OFAUTH. #29238SERIES 770 ALUM. SGD - LM IMPACT
COPYRIGHIO2Jil S°RwMaO°I: Smb: Shat a'+°1M Na
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AIL RIGHrG R£SFRVEO
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date. 2/i"
By
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DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
C®NF �G. EXAMPLES
M%
'M% SHEET 19 OPERABLE JAMB DETAIL'133%
!�—INSTALLATION DETAILS'Gw'
SHEET 18;
&'Gc', SHEETS 12 & 13
(
)
/FIXED JAMB DETAIL'G2', rAST=RAGAL HEADER DETAIL'A', SHEET
HEADER DETAIL W, SHEET 18; MAX.
DLO
LSHEET 18; INSTALLATION S'L1' & 18; INSTALLATION DETAILS
DETAILS'Gw' &'Gc', L2, SHEET 19 Aw' &'Ac', SHEETS 12 & 1�
INSTALLATION DETAILS'Aw' &'Ac',
WIDTH
SHEETS 12 & 13
TYP.
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
SHEETS 12 & 13 90°
'Gw' &'Gc% SHEETS 12 & 13
PANEL PANEL PANEL PANEL im
PANEL PANEL
m
TYPE TYPE TYPE TYPE
PANEL PANEL
TYPE TYPE
A
ox
A
R' 'L' D' 'A'
TYPE TYPE
A K
p INTERLOCK DETAIL
MAX.
'CS' 'QS'
MAX.
M', SHEET 19
/ NOM./ / UNIT
PANEL HEIGHT SILL DETAIL
/
NOM. /
UNIT
HEIGHT
90° OUTSIDE CORNER
'N1',
/ WIDTH TYP. PER 'D', SHEET
/ I PANEL /
PER
SHEET &
MAX' SEE TABLES 18
MAX.WIDTH TYP. / SEE
TABLES
G
CORNER ANCHORAGE
CORN
PER
DLO TABLES 1-3 NOTE 211-3 INSTALL
DLO PER NOTE 21
1-3
SHEET 11
HEIGHT SHEET 15 DETAILS
HEIGHT TABLES 1-3 SHEET 15
INTERIOR
a'Dw' &'Dc',
a
EXTERIOR
O X X X SHEETS 12
Gj
LPER
NOM. PANEL
( &13
X X X X
WIDTH TYP.
TABLES
SEE FRAME & MAX. UNIT WIDTH
AIL'D',
MAX. UNIT
WIDTH 1-3
PANEL CORNER SILL D SHEET 18;�
MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX 2-TRACK
DETAILS SHEET 15 (2-TRACK) (
)
JAMB DETAIL '11%SHEET 18;
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19
L2, SHEET 19. 1 INTERLOCK
1
INSTALLATION DETAILS'Iw' &
DETAIL'M', SHEET 19 'Id, SHEETS 12 & 13�
HEADER DETAIL'C',
SHEET
HEADER DETAIL
(1 1 18; INSTALLATION
DETAILS
//(�
B', SHEET 18;
GW' &'Cc',
SHEETS 12 & 13
JG AMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION
JAMB DETAIL'12', SHEET 18; INSTALLATION
'Hw' &'Hc', SHEETS 12 & 13 'Jc','Kw' &'Kc', SHEET 14 DETAILS 'BW &'Bc',
DETAILS 'Iw'&'I&, SHEETS 12 & 13
PRODUCT REVISED
SHEETS 12 & 13
as complying with the Florida
s MAX. UNIT WIDTH
"--- MAX. UNIT WIDTH —��
Building code
BOA-No. 17-0420.12
Expiration Date 02/17/2020
I
PANEL PANEL PANEL PANEL
PANEL PANEL PANEL PANEL
"-____.—_-.._
TYPE TYPE TYPE TYPE
TYPE TYPE TYPE TYPE
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,R, M. F.
M' F' F' p'
MAX.
MAX. UNIT NOM. w o
NOM.
UNIT
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WIDTH TYP. Q
PANEL
/ / WIDTH TYP. /
HEIGHT
PER
PER /
/SEE
TABLES MAX./ PER x
SEE MAX• PER
TABLES
1-3 DLO NOTE 2, TABLES 1-3 a a
OTE 2, DLO TABLES 1-3
1-3
HEIGHT SHEET 15 N
I
SHEET 15 HEIGHT
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,lIIIII l
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o X X X
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EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;�J
EXAMPLE: XXXO SILL DETAIL'', SHEET
18; ✓
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(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
(4-TRACK, BY-PASS) INSTALLATION DETAILS
_ -U
Ew' &'Ec', SHEETS 12 & 13
Fw' &'Fc', SHEETS
12 & 13
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1070TECHNOLOGYDRI E
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PE
PANEL'S RIGHT STILE TYPE
n N'
PANEL
SINGLE
SINGLE
FIXED
LOCKSTILE
ASTRAGAL
ASTRAGAL
ASTRAGAL
BOX OUT
ASTRAGAL
BOX
INT CORNER
90 IEE
EXT CORNER
90 LOCKSTILE
EXT CORNER
90 RECEIVER
INT CORNER
90 RECEIVER
EXT CORNER
EXT CORNER
135 RECEIVER
INT CORNER
135 RECEIVER
\ C
TYPES
INTERLOCK
OUT
INTERLOCK
N
STILE
W/ HANDLE
BOX OUT
BOX IN
W/ HANDLE
D
W/ HANDLE
/ HAND
W/HANDLE
W/HANDLE
W/ HANDLE
W! HANDLE
#118
90 RECEIVER
#118
W/ HANDLE
#31
W/ HANDLE
#31
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#61R
#120
#119
#61 #118
#6
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(BOX IN)
LijASTRAGAL
BOX OUT
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PANEL NOTES:
D_
Q.
Wt HANDLE
p(BoxouO
1. SEE DP TABLES 1-3, SHEETS 6 -8 -FOR PANEL
�—^
ASTRAGALSIZES
Q INTERIOR RIGHT
& DESIGN PRESSURE.
OR CROSSED OFF
W
BOX IN
LEFT
2. PANEL TYPES NOT SHOWN
J
W/ HANDLE
(Boxes)PANEL
PANEL
EXTERIOR
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
AND ARE NOT AVAILABLE.
f.-.
ASTRAGAL
T
STILE
STILE
(�
.BOX OUT
3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES
LL_Uj
ASTRAGAL
(BOX OUT)
T
(BOXOUD (#61), CORNER RECEIVER (#118) AND EITHER
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR #119 OR INTERIOR #120 CORNER
( ) ( )
z
BOX IN 3�r
APPLICABLE
STILE/ASTRAGAL REQUIREMENTS.
ASTRAGALS.
J
(BOX IN)
(BOX IN)
4,1350 ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER
90 LOCKSTILE
RT
(#61) AND CORNER ADDON (#31).
J
LU
W/ HANDLE #120
SILL RISERS
OPTIONS
—d -I �-+— .232"
z
EXT CORNER
90 LOCKSTILE----.232"
T
232"
Q
0"
W) HANDLE #119
EXT CORNER #61
232"
j
EXTERIOR IIIIl
I EXTERIOR
EXTERIOR a .062
EXTERIOR
062„ PRODUCT REVISED
a B complying with the Florida
4.055" Building Code
90 RECEIVER
W/HANDLE
#118
#61
r _ T
6�
q _
6/
1.567
;062' 3.305"
a 2.555'
NOA-No. 17-0420.12
Expiration Date 02/17/2020
INT CORNER
90 RECEIVER
AT
AS
F
.062" �
6y
W/ HANDLE ((OxlI8 ���
Miami- Product Control
EXT CORNER #118
90 RECEIVER.L-���'
C��
SILL RISER, FLAT
FLUSH, 1-1 /2"
2a SILL RISER, FLAT - 22 SILL RISER, FLAT 24 SILL RISER, FLAT
GLOW, 2-1/2" MEDIUM, 3-1/4" HIGH, 4"
#61
EXT CORNER
135 RECEIVER
® ®T
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V 6RJo
V
—�-j
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750
—►1 i— ,750"
750"
EXTERIOR
W/HANDLE #61
T CORNER #"'1
a A
' q{�®
1 �'
EXTERIOR
< -
EXTERIOR � � EXTERIOR
.gD6" a a
.062"
.062"
4.055"
51V/
r3�HANDLE #61
IV/
T
V V
dj d.062"/
.062" 2.555"
VIl
1.567"
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19* RI SER, BOX
21I* BOX 23 SILL RISER, BO'X 25 HILL RISER, BOX
FLUS
LOWRISIER,
NOT VALID
FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8
1070TECHNOLOGYDRNE »s"°+ns'^'®,�••,
N. VENICE, FL34275 PANEL TYPES
(sat)a6o-ts00NAL
SF TE F'
iF�
Dek; Revlslo/s
CERT.OFAUTH. #29296
SERIES 770 ALUM. SGD - LM IMPACT )/ I I I 1111
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JR
04/05/17 C NO CHANGES THIS SHEET.
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V..By:
JR
Dnte; CheckedR. Defer
10/10/14
PGTINOBSTRIEs, Mc.
XLRIGHTSRESMR D
$GD•770 NTS 17 °I 22 PGTO130 C P.E,#58705
ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
60 OR 61
105
GTH
t4
LOC _Pi R_
75 & 107-110 17
14
5
60 OR
61
60 OR 61 E
G3
5
G12
60 OR 61 2 -TRACK JAMB16
-TRACK JAMB
(SHOWN
5 SEE DETAIL G1
?OFJAMB
CLIP#105
WITH
�]
FOR FIXED
W/RETAINER#106
( ` _— OPERABLE
LOCK PART
80 PANEL CLIP 75 & 107-11113
(SHOWN WITHPANELFIXED
)
PANEL TO
EXTERIOR 103 LOCK PART
75 & 107-110
SEE DETAIL G2
03 FOR FIXED
THE INTERIOR)
113
5 60 OR 61
EXTERIOR
PANEL CLIP 103
14
15
5
16 17
123 FULL LENGTH Gz
#10 X 3/4" OF JAMB 2 -TRACK JAMB
SMS, X 3
4o0 G4
2 -TRACK JAMB
60 OR 61
EXTERIOR
EXTERIOR �L EXTERIOR EXTERIOR
CLIP #80 OR #105
51 52 W/ SCREEN
6" LONG W/ RETAINER #123
@ 80 (SHOWN WITH
Ht
3 -TRACK JAMB 3 -TRACK JAMB 4 -TRACK JAMB 4 -TRACK JAMB
(SHOWN WITH Hz (SHOWN WITH 1 (SHOWN WITH Z (SHOWN WITH
MIDSPAN FIXED PANEL TO
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
60 OR 61 THE EXTERIOR)
53
THE EXTERIOR) THE INTERIOR)
' L7EXTERIOR
EXTERIOR
vv 121 SEE DETAIL ON SHEET 15 v 121 SEE DETAIL ON SHEET
15
121 SEE DETAIL ON SHEET 15
2
112
3
4
45 FIFfe
113 5
113
5
52 51 69
EXTERIOR
EXTERIOR
69
EXTERIOR 53
PRODUCT REVISED
as complying with the Florida
SHOWN WITH E 2 -TRACK W/SCREEN
E 3 -TRACK
FRAME HEAD
Buildn
4-TRACK
E 4 -TRACK MAX. UNIT NOA'No.Code 17-0420.12
HEAD HEIGHT PER
OPT. SCREEN FRAME HEAD
TRACK
TABLES 1-3 Expiration Date 0211712020
By
Miami -Dade roduct Control
53 69
69
69
EXTERIOR
EXTERIOR
52 51 72 OR 73
72 OR 73
72 OR 73
46 11
113
9
10
11
11
48 47 0 8
EXTERIOR 112 ii t 5
113
1t3
a
5
5
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4 -TRACK
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No. 58705 -
D FRAME SIL/LSCREEN
E FRAME SILL
FRAME SILL
- _U -
* ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
- -.
+9� b'/-
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
S ® s AYE OF
1070 TECHNOLOGYORIVE���
N. VENICE, FL 34275
'`L ORIDp .;•
VERTICAL SECTION DETAILS /14S'S ' • • • • • •'
/
(941)480-1600
7 NAL E
Raved Ey pale: ReNslais:
CERT. OFAUTH. #29296
SERIES 770 ALUM. SGD-WINDOW - LMI `''
JR 04/05/17 C NO CHANGES THIS SHEET,
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JR 02/20114
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ALL RIGHTS REEERVEO
1
GD -770 WINDOW NT.S �8 °f 22 PGT0129 C P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
4 INTERIOR28
28
Qafffn
11330
27 63 26
27 63
103
62 111 63 60 OR 61
60 OR 61
60 OR 61
65
29 14
29
120
65
5
65
EXTERIOR 119 62
EXTERIOR 111 62 EXTERIOR
90a
INTERIOR EXTERIOR
INTERIOR
EXTERIOR
FOR FLAT SILLS
(NEXT.
J (EXT. OR INT. MOUNT)
P -HOOK FOR BOX SILLS
K EXT. MOUNT ONLY
900
LOCK PART
75 $ 107-110
LOCK PART
75 & 107-110 61
LOCK PART
75 $ 107-170
5
60 OR 61
E INTERLOCK
14
113
%�XqV
61V 61 113*ITEM
#61 (HEAVY-DUTY
EXTERIOREXTERIOR
�
STILE) SHOWN, ITEM #60
68
(STANDARD STILE) ALSO
STANAPPLICABLE,
ASTRAGAL #67
STANDARD
DUTY
STLES68
t
900 OUTSIDE 900 INSIDE 2 TRACKS OWNER
2 SHOWN CORNER
SEE TABLES
1-3, SHEETS 6-8 FOR
u WITH STILES #60
AVY--DUTASTRAGAL
L2 WI H HEARD
TRACK
61
(PSF) ASSOCIATED WITH
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
STILES.
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
4 INTERIOR
PRODUCT REVISED
as complying with the Florida
31 LOCK PART
Building Code
NOA-No. 17.0420.12
75 & 107-110
4 INTERIOR
INTERIOR
Expiration Date, /17/2020
1 35°
5 5
4
By —
ILA
roduct Control
11 �
7
135°
14 5 61 32
103
61
EXTERIOR 69\\711111111
32
5
..11
♦ ... i
LOCK PART 39 103 61 EXTERIOR
75&10 7-110
14 7
135° INSIDE CORNER
02 2 -TRACK SHOWN
e
No. 58705
135° OUTSIDE CORNER
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jp
D1 2 -TRACK SHOWN
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i Cis •' C�
T
SERIES 770 ALUM. SGD - LM IMPACT
� 1111 I I I I I
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JR 04/05/17 C NO CHANGES THIS SHEET.
CERT. OFAUTH. #29296
CTINVI MES
esmoaaL sr w: e+»ee OrvwhgNn
Bor.
A. LYNN MILLER, P.E.
Drown By: Onm: Checke48, Oem:
JR 1OIfOI14
INC.sa
PGT IN011STR(ES, lN22PGT0130
ALL R/cHf5 RE6ERVE0
C
P.E.#58705
Item
D GT#
PGT#
Description
1
17306
617306
2 TRACK HEAD
2
17303
617303
2 -TRACK HEAD WITH SCREEN RAIL
3
17309
617309
3 -TRACT( HEAD
4
17312
617312
4 -TRACK HEAD
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAD/JAMB ADD-ON
7
17304
617304
2 -TRACK SILL
8
17301
617301
2 -TRACK SILL WITH SCREEN RAIL
9
17307
617307
3 -TRACK SILL
10
17310
617310
4 -TRACK SILL
11
17313
617313
FRAME SILL TRACK INSERT
12
17315
617315
FRAME SILL SCREEN ADD-ON (SEE NOTE 3)
13
17316
617316
FRAME SILL SCREEN END ADD-ON (SEE NOTE 3)
14
17305
617305
2 -TRACK JAIdB
15
17302
617302
2 -TRACK JAMB WITH SCREEN RAIL
16
17308
617308
3 -TRACK JAMB
17
17311
617311
4 -TRACK JAMB
18
17322
617322
SILL RISER -FLAT, FLUSH, 1-112"
19
17319
617319
SILL RISER - BOX FLUSH, 1-1/2"
20
17321
617321
SILL RISER - FLAT, LOW, 2-1/2"
21
17318
617318
SILL RISER -BOX LOW, 2-1/2"
22
17355
617355
SILL RISER - FLAT, MEDIUM, 3-1/4"
23
17354
617354
SILL RISER -BOX MEDIUM, 3-1/4"
24
17323
617323
SILL RISER -FLAT, HIGH, 4"
25
17320
617320
SILL RISER - BOX HIGH, 4"
26
17333
617333
POCKET P -HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P -HOOK
28
17334
617334
POCKET P -HOOK MOUNT
29
17335
617335
P -HOOK COVER
30
17348
617348
POCKET P -HOOK FOR BOX RISER
31
17378
617378
135CORNER
32
17376
617376
135 FIXED MOUNT
110
1732
ITEMS 40-53 ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL - LOCKSTILE
41
112
7LOCKWGSK
SCREEN LOCKSET
42
113
41818
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN DOUBLE 14TERLOCK
45
4317
612256
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER - ST. STL
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
OXO SCREEN ASTRAGAL ADAPTER
51
1692
61692
SCREEN SPLINE -.165"
52
1694
61694
SCREEN SPLINE -.150"
53
61816020
SCREEN CLOTH
54
1725
UT X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5
55
1726
1" X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5
NO CHANGES THIS SHEET.
Item
®PGT#
PGT#
Description
60
17325
617325
PANEL STILE
61
17326
517326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
6TP248
VINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREWCOVER
67
17329
617329
ASTRAGAL
68
1 17339
1 617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-1/2" X 1" X314" HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. STL. ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW -899, DOW -995 OR GE -7700
75
8185
78185X
GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE
76
71032XIFPFX
910-32 X 1" FL. SS SCREW W1 TYPE "F" TIP -
77
7103239
10-32 STEEL ZINC U -NUT
79
17357
617357
1" IG BEAD
80
17359
617359
7116" BEAD / FDED PANEL CLP
81
17360
617360
9116" BEAD
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, 1/2" X1116" SGL SIDE ADH. TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1 1696
71696
DUST PLUG
103
8186
78186X
1" KEEPER
104
653
7SOKEEP
SCREEN LOCK KEEPER
105
17344
617344
FIXED PANEL CLIP - 6" LONG
106
17352
617352
FOL=D PANEL RETAINER -9/16"
107
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL
111
710X34PPSDAX
#10 X3/4" PH: PN. TEK - S.S.
112
1235
67516
WSTP, .270 X.170 -FIN SEAL
113
1712
64066
.187"X230"FNSEAL
114
71OX115PPX
#10X1-1/2"
115
710XPPT
#10 X 1"
116
720XIX
1114-20 X 1" S.S.
117
720X112X
914-20 X 1-112" S.S.
118
17336
617336
90 DEGREE CORNER RECEIVER
11-9-17337
617337
90 DEGR EE OUTS DE CORNER ASTRAGAL
120
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
617352
FIXED PANEL RETAINER, 7/8"
A VENICE, FL 34275
(341)460.1600
CERT. OFAUTH. #29296
GOVYFI6WVXi7
SERIES 770 ALUM. SGD - LM IMPACT
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 56-59, 66, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR 913 REQUIRES
MIN. #10 SMS OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
SGD-770 I NTS ( 20 a 22 1 PGTO130 I C
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17.0420.12
Expiration Date 02/17/2020
By
����'.' LICENSE • �I{�'
_ No. 58705
TE b/F (V��
//!OVAL 00
A. LYNN MILLER, P.E.
P.E.# 68705
5.069" 8.562"
'�j
0.080"
-1 1.36"
1.211"
1.505"
--� { 1.872" �-
I �^1C
0.081"
0.062"
- 1_019"
0.0$1" 02-TRACK HEAD
10 4-TRACK SILL
0.081"
SCREEN
40
(6063-T6 AL)
(6063-T6 AL)
STILE
6.198"
(6063-T6 AL)
6.198"
6.52
0.080"
0
5.069"
I
-1r-1.045"
2± 1"
1.5105"
L
1.993" 0.062"
0.081" O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
O3-TRACK SILL
(6063-T6 AL)
4 2-TRACK JAMB
45
TOPEEN RAIL
(6063-T6 AL)
(6063-T6 AL)
7.105"
6.221°
2-TRACK JAMB WI
1a SCREEN TRACK
I
0.080"
F
(6063-T6 AL) 1.36"
1
1.505"
0.875"
.211"
t
1.993"
0.081" O 3-TRACK HEAD
O8 2-TRACK SILL W/ SCREEN TRACK
0.081"
0.062"
(6063-T6 AL)
(6063-T6 AL)
SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
9.142" �
4.49"
0.080"
-�
0.081"
PRODUCT REVISED
1.505"
j _211"
7.105"
aBuing ode s complying with the Florida
ildC
NOA-No. 17-0420.12
0.081" HEAD
�2-TRACK SILL
9.141"
Expiration Date 02/17/2020
�4-TRACK
(6063-T6 AL)
(6063-T6 AL)
MiamrDa Product Control
1.514"
I0.060"
0.532" 0.062"
0.760"
00060"1.2" .
y
1.990"
1.516'
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
ADD-ON �2 ADD-ON 1s END ADD-ON
16 3-TRACK JAMB
Ell
�q ,......, • i
a�,•'' DICENS ' �Q
(6063-T6 AL) (6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
REQUIRES MIN. #10
SMS REQUIRES MIN. #10 SMS
NO. 58705
OR 3/16" MASONRY OR 3/16" MASONRY
17 4-TRACK JAMB
- > .
_ (J F ¢ r
'•.1 '
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C.
(6063-T6 AL)
1070TECHNOLOGYDRIVE
N. VENICE, FL 34275 EXTRUSIONS
�i�s'FZORIDP,, •'' ��\�\
(941)480-1600
�
1111111 L
R.nd6y: pale: ReNalorw:
CERT.OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT
�'
JR 04/05/17 C NO CHANGES THlS SHEET.
prewn 9y: pate; Checked ey. pale:
copmwc Vwll S«hvM«xsl:
P TINUUSTRIES, INC.
SGD-7T0
SrN Sn2° prewfM- R°r.
NTS 2'i °I 22 PGTO?30 C
A. LYNN MILLER, P.E.
P.E.956705
JR 10/10/14
ucRlcrtrs RESERVED
0.718" 0.83"
2.304" �
1 3.802" 0.752" -� {
Ij 1.163"
Li
3.802" -1-A0.752"
0.885"
0.062" 0.080"
0.264"
SILL
0.574' 0.796"
0.062" L
� 0.233" ,062"
0.075"
P -HOOK MOUNTING P -HOOK SCREW
@FRAME
5 11 -
COVER @TRACK
zs P -HOOK 2a 2s 3o P -HOOK
O @ADAPTOR COVER 0.080"
FOR BOX RISER
SCREW
(6063-T6 AL) (60(j3 -T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6
AL)
4' -
.155" 4
2.30" 1.488" 1
1.739"
0.080"
0.830" 0.062" 1.600 0.133" 7.600 0.062" �-
�"j 1.303"
080"
1.870" 1.888"
.016"
1. 3.125" ®I 3.125"
0.325"
0.062"
2.41,974"
2.44" ---®
31 135" CORNER 32 135° FIXED MOUNT 6o STANDARD STILE 61 HEAVY DUTY STILE 62 INTERLOCK
@ @ @ADAPTER
@(6063-T6 @(6063-T6
INTERLOCK
s5
SCREW COVER
AL) (6063-T6
AL) (6063-T6 AL) AL)
(6063-T6 AL)
(6063-T6 AL)
3.979" �
3.979"
4.125"
1.050" 1.050" 1.050"
0.075"
0.075"
1.645"
1.645" Q.062" 1.304"
.289" ,611" .485"
045"
F- 3.25 �I 045" �- ..045"' •-
0.125""
s7 STANDARD ASTRAGAL 69
0.281 "
GLAZING 7/16" GLAZING 9/16" GLAZING
HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL Ts ao s1
BEAD (I. G.) BEAD, FIXED BEAD
PRODUCT REVISED
(6063-T6 AL) •
(6063-T6 AL) (6063-T6 AL) 6063-T6 AL PANEL CLIP 6063-T6 AL
( ) ( )
as complying with the Florida
Building Code
(6063-T6 AL)
NOA-No. 17-0420.12
1.003"
1.03"
4e
5.621"
Expiration Date 02/17/2020
By ,
0,757" O 7t
� 0.080 J
0.050" -
FIXED
105 PANEL CLIP 0.709" 2893" 0.133"
(6063-T6 AL)
1.498" 0.133" 1A98".550"
Miam7 DadProduct Control
(
-►I 0.863
0.080"
0.709"FIXED PANEL
123 RETAINER, 7/8"
4"
5.621"
120 90° INSIDE CORNER ASTRAGAL
NY LYN1v
0.080" -r II (6063-T6 AL)
2'826
119 906 OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
(6063-T6 AL)
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FIXED PANEL 11& 90° CORNER RECEIVER
los RETAINER, 9/16"
(6063-T6 AL)
(6063-T6 AL)
_ No. 58705
_
9070 TECHNOLOGYDRNE
Off�, SPATE OF (v
N. VENICE, FL 34275 EXTRUSIONS
(941)490-1500ii's'.;c(ORIDP'.
,-
-''�\��
Reve4 By Dare: ReNafena�
JR 04105117 C NO CHANGES THIS SHEET.I
CERT OFAUTH. #29296 [J!SERIES 770 ALUM. SGD - LM IMPACT
senacxAcuei: sma Ore";,ro N". s..:
ONAL '��;•��
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JR 90/10/19
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P.E.#58705