HomeMy WebLinkAboutNOA SGD - 770M CAM 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 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
�/� NOA No. 17-0420.12
l � Expiration Date: February 17, 2020
Approval Date: September28, 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.
13�YDfy1K:'
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)
Jorge 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)
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. 154430.08)
C. CALCULATIONS
L 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. 164117.01 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-5t1i
Edition
(2014) and FBC-6°' 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 04/18/113 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.
)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
rn ❑i � a ecG nGTo II C (1N CHFFTC d R .r,
Glass
Type
pescriptian (Listetl from Exterior to Interior)
G3
7/16" Laminated:
(2) Lites of 3/16" HS Glass with .09T PVB Intedayer
G3A
9/16' Laminated:
(2) Lites of 1/4" HS Glass With .090" PVB Intedayer
G4
7/16" Laminated:
(2) Liles of 3116" HS Glass with .09T SG Intedayer
G4A
9/16" Laminated:
(2) Lites of 14' HS Glass with .090" SG Intedayer
G5
V Laminated I.G.:
3/16" T Extedor Cap + 3/8" Air Space + 7116' Laminated;
(2) Lites of 3/16' HS Glass with .090" PVB Intedayer
65A
1" Laminated I.G.:
1/4" T Exterior Cap + 5/16" Alr Space + 7/16" Laminated;
(2) Lites 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
G6A
P' Laminated I.G.:
114" T Exterior Cap + 5/16" Air Space + 7/16" Laminated;
(2) Liles of 3/16" HS Glass with .090" SG Intedayer
G7
7/16" Laminated:
(2) Utica of 3/16" ANN Glass with .090" SG Intedayer
G7A
9/15" Laminated:
(2) Lites of 1W ANN Glass with .090" SG Intedayer
GB
1" Laminated LG
: 3116" T Extedor Cap + 318' Air Space+ 7116" Laminated;
(2) Utes of 3/16" ANN Glass with .090" SG Intedayer
G8A
1" Laminated I.G.;
114" T Exterior Cap + 5116" Air Space+ 7116" Laminated;
(2) Dias 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.
DESIGN PRESSURE
RATING
IMPACT RATING
SEE TABLES i, 2 &
SHEETS 6, 7 &
3 ON
8
RATED FOR LARGE &SMALL
MISSILE IMPACT RESISTANCE
CODES/STANDARDS USED
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASTM E5300-09
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100-12
•AISC 360-10
09/05/17 C I UPDATED 70 FBC 2017, REVISED TRBLES
EXAMPLE CONFIGS.........,2.3
GLAZING DETAILS.....,......
435
AN C H O RAGE................1.1..6-14
DESIGN PRESSURES...,
... 6-8
INSTALL DETAILS ... .......
A ... 12-14
ELE VATI ONS.....................
15916
PANEL / SILL TYPES ........
117
CROSS SECTIONS.....".,,,.18119
PARTS LIST .......................
20
EXTRUSION S............1.,,....
21322
N. VENICE, FL 34275
(941) 4661600
CERT. OFAUTH.7429296
COPYAIOMOaIfr
�r3e
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C,
Distance
Min.
Metal Thickness
Metal Thickness
#12 18-8 SMS,
(Fy=60 ksi, F� 95 ksi)
#12410 SS SMS,
(Fy= 90 ksi, F,� 110 ksi)
All
Southern Pine (SG = 0.55)
9116"
7/8^
1-3/8"
A
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)
Aggre-Gatorral
Fy=57 ksi, F�96 ksi
(min. 2.22 ksi)
1-1l2"3"1/4"Elco
Jamb
Filled Black ASTM Cs!)
2"3"2"
AAIIConcrete
Jamb
Hollow Block (ASTM C90)
2"
3"1-114"
Southern Pine (SG = 0,55)
1"
Southern Pine (SG = 0,55)
9116"
7/8"
9-318"
B
#12 Steel SMS (Gr. 5)
(min. t 3 threads beyond
metal substrate)
All
6063-T5 Aluminum
318"
9/16"
0.090"
A36 Steel
3/8"
9/16"
0.050"
Gr. 33 Steel Stud
3/8"
9116"
0.045"
(18 Ga)
C
114" Elco UltraConM
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 UltraConO
Fy=155 ksi, F� 177 ksi
All
Concrete (min. 2.85 ksi)
2-1/7'
4"
1-3/8"
Jamb / P-hook
Filled Block (ASTM C90)
2Al2"
4"
1-314"
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)
1"
W
1-3/4"
Jamb / P-hook
Hollow Block ASTM 090)
2.1/2"
6"
1-1/4"
All
Southern Pine SG = 0.55
1"
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
IN 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
Miami— � e 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 1S
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY pNY
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO 0' UtCEb3'//
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF op ado
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED = * NO. U705
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED = _
BY THE AUTHORITY HAVING JURISDICTION,
t �
GENERAL NOTES AND MAP t�gs•`iORI?P..
SERIES 770 ALUM. SGD - LM IMPACT '',®NAB E\G
/1ffIi11\%
® svwnuaam: tee: sxax a''"+"uN°` ae.: A. LYNN MILLER, P.E.
SGO-770 NTS 1 w 22 PGT0130 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) 900 & 1350 CORNER CONFIGURATIONS CAN BE A COMBINATION
r�l
OF ANY 2 STRAIGHT CONFIGURATIONS.
0#141
3 14 14 1 ° w 13 19 o 0 3 FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
MAX. UNIT a o MAX. za )HEIGHT 1a is e HEIGHT 19 i °dw w
1 w w PER TABLES 1-3 I �i w r "X" = OPERABLE PANEL,
PER TABLES 1-3 Q o w "O" = INOPERABLE PANEL,
jaw "p" =POCKET DETAIL LETTER
w POCKET I v,
POCKET I m
p� __ .1, X w" = WOOD OR METAL INSTALLATION
1-PANEL s`f w Dc 2-PANEL �"C"=CONCRETE INSTALLATION
12 13 CONFIGURATIONS 1z 1U3
CONFIGURATIONS SHEET NUMBER
MAX. UNIT WIDTH MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH -7"
ACw Cc DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
NOM. PANEL WIDTH Aw Ac w Bc NOM. PANEL WIDTH 12 Aw 13 c 12 w ec 12 13 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
PER TABLES 1-3
12 13 12 13 PER TABLES 1-3
_J _t��___
s
19 19 1
I Gw Gc 19 19 19 14 14 � Q
12 13
92 13 19 19 1w Ke I 14 o � o MAX• UNIT 12 13 19 19 19 14 14 I z ij
MAX. UNIT w° 14 14 1 z a HEIGHT w Ic a N
HEIGHT 1 13 1= w w PER 19 19 19 x
19 19 1ti'� i 12 13 Iw w
PER TABLES 1-3 j W TABLES 1-3 a w
POCKET I ff y POCKET j m
4-PANEL CONFIGURATIONS w c w Ec w Fc PRODUCT REVISED
3-PANEL CONFIGURATIONS w c w EC 12 13 12 13 12 13 as ing with the Florida
12 13 12 13 Builldingding Code
NOA-No. 17-0420.12
MAX. UNIT WIDTH MAX. UNIT WIDTH Expiration Date02/17/2020
NOM. PANEL WIDTH Aw Ac By l
NOM. PANEL WIDTH Aw Ac w c Gw Cc 12 13 Miami -Da roduct Control
PER TABLES 1-3 1 13 1 13 12 13 PER TABLES 1-3 w Be
1 13
—�`d"--- w Cc
Gc Jw Jc I 1 12 3
1 13 t
19 19 19 14 14 ¢ 19
c w c j rc o MAX. UNIT 2 w sEE
12 13 19 19 19 14 14 I q q HEIGHT 19 O NOTE
MAX. UNIT 1 � a y O1 2, THIS
HEIGHT 12 13 19 19 19 / 1 w w PER 19 m SHEET. 1 I I t 11I1
PER TABLES 1-3 I Y a TABLES 1-3 G k q7"
OR
c ` �10ENg
POCKET vwi EXTER jCNo.58705
5-PANEL CONFIGURATIONS w w Ec w Pc CORNER, TYP.
12 13 12 13 12 13
(OUTSIDE CORNER SHOWN, L I );
INSIDE CORNER SIMILAR) 0� . STXTE b �/
1070 TECHNOLOGYDRIVE 0wp1°d01 �� '•P40RID?,. •' \���
A VENICE, FL 34275 EXAMPLE CONFIGURATIONS / PSIS •"' G `�
(941)4804800 „�, .... 777 �ONAL 00\
Rewd By: Oere: ReNelane; CERT. OFAUTH i/29298 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C NO CHANGES THIS SHEET. COPYRIGHT0son s�,�avnaeee sue.: snooe EreMvlTlT rs"� A. LYNN MILLER, P.E.
Orelm ev: Wall). - Checked By. Date: PGTINWSMIE9dNC. ° SGD-770 /+ITS 2 °� 22 PGT0130 C _ P.E.#58706
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-114" @ 120" HEIGHT
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT,
96" OR 120"
&PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
CONFIGURATIONS NOTES
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION.
N Cc EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
? 13
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
—s`J --- CAN BE OXXXp.
Jw Jc I
14 14 i 2) 900 & 1350 CORNER CONFIGURATIONS CAN BE A COMBINATION
1a t4 i w ° o OF ANY 2 STRAIGHT CONFIGURATIONS.
jqv
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
1 0, 4 W "X" = OPERABLE PANEL,
POCKET i "0" = INOPERABLE PANEL,
"p" = POCKET
MAX. UNIT jw Ic
HEIGHT 12 13 19 19 19 1s 19 19 /
PER TABLES 1-3 /
7-PANEL CONFIGURATIONS w Dc
12 13
MAX. UNIT WIDTH
OM. PANEL WIDTH Aw Ac w 13c Cw C
12 13 12 13 12 1
PER TABLES 1-3
G Gc 19 19 19 t
t
t
19 ^�
12 13
w c 19 19 19 19
MAX. UNIT 1w Ic /
HEIGHT 12 13 19 19 19 19
PER TABLES 1-3�LL
Z��////
8-PANEL CONFIGURATIONS
1070 TECHNULVIiY UKIVt
N. VENlCE, FL 34275
/sa1� aaaasas
T. OFAUTH. #29296
NO CHANGES THIS SHEET.
DETAIL LETTER
.� W' = WOOD OR METAL INSTALLATION
CJ "c" = CONCRETE INSTALLATION
SHEET NUMBER
v Jc - I DLO WIDTH = NOM. PANEL WIDTH - 7"
t 14 i e DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
y 14 o a o PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
Q. 4
POCKET
I
Jw Jc I
14 14
�Lc
14
FJCAMPLE
T��l VJ
T
SERIES 770 ALUM. SGD - LM IMPACT
sGN-770 1 /VTS 1 3 a 22 1 PGT0130 I C
PRODUCT REVISED
as complying
with the Florida
Building Code
NOA-No. 17.0420.12
Expiration Date
BY ./ '4�
�11111f I11 //
\ �•��cJIV � � r rv/II�i
�., ��� i
No.58705
1.1p4ORIDP 11
\1�
rs/ONAL 0NG\`.
A. LYNN MILLER, P.E.
P.E.# 58705
GLAZING DETAILS (G3, G3A G4, G4A, G5 & G5A)
7/16" NOM, 7/16" NMI.
3/16" HS GLASS 3/16" HS GLASS-
.090" PVB .090" SG-
3/16" HS GLASS--\ 74 3/16" HS GLASS-
3/16" HS GLAS
.090" PVB
3/16" HS GLAS
AIR SPACE
3/16" T GLASS—•
iYI�CL�i�
ExT< R I 3 BITE EXTERIOR �) 3 BITE
124 1z7 3/4" NOM.
BITE BITE GLASS
BITE
7/16" LAMINATED GLASS, TYPE G3
9l16" NOM.
1/4" HS GLASS
.090" PVB
114" HS GLASS -
EXTERIOR
a
3/4" NOM.
GLASS
BITE
9/16" LAMINATED GLASS, TYPE G3A
GLAZING NOTES:
"ANN" =ANNEALED
HS" =HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" TROSIFOL PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLAS' BY KURARAY AMERICA, INC.
C ( NO CHANGES THIS SHEET.
7/16" LAMINATED GLASS, TYPE G4
9/16" NOM.
GLASS
.090" SG
1!4" HS GLASS -
EXTERIOR
a
3/4" NOM.
GLASS
BITE
9/16" LAMINATED GLASS, TYPE G4A
N. VENIGE, FL 34275
(941)480-1600
CERT. OFAUTH. #29296
coRmicRr®miT
PGTINOU9TRIE$WC.
ALL RIGHTS RESERVED
EXTERIOR
a
1" LAMINATED I.G. GLASS, TYPE G5
3/16" HS GLASS
090" PVB-
'HS GLASS
6/16"AIR SPACE-
1/4" T GLASS=
3/4" NOM.
GLASS
BITE
EXTERIOR
a
1" LAMINATED I.G. GLASS, TYPE G5A
SEE SHEET 15 FOR SPACER DETAILS
GLAZING DETAILS
SERIES 770 ALUM. SGD - LM IMPACT
so0-770 I NTS I 4 � 22 I PGT0130
PRODUCT REVISED
as complying with the Florida
Building Code
rtoa-No. 17-0420.12
Expiration Date 02117/2020
` � ,.•' OIGENSF �. ��
No. 58705
�� srar O�
' A /ONAL EN `
AIt
. LYNU wLVR, P.E.
P.E.# 58705
GLAZING DETAILS
(G6, G6A, G7, G7A,
G8 & G8A)
1" NOM.
7/16" NOM. P
OF1" 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
3/16" ANN GLASS
74
3/8" AIR SPACE
74
3/8" AIR SPACE
74
3/16" T GLASS
3/16" T GLASS
82
1
I
83
83
EXTERIOR
3/4" NOM.
3/4" NOM,
3
GLASS
124-127
GLASS
124.127
GLASS ASS411
G
BITE
sa
BITE
B ITE
EXTERIOR
EXTERIOR
ago
79
79
54
55
rr
55
1" LAMINATED 1,13,
GLASS, TYPE G6
7/16" LAMINATED GLASS,
TYPE G7
1" LAMINATED
I.G. GLASS, TYPE G8
1" NOM.
9/15" NOM.
1" NOW
3/16" HS GLASS
3/16" ANN GLASS
,090" SG
1/4" ANN GLASS
.090" SG
3/16" HS GLASS
.090"X3/16"
ANN GLASS—
AIR SPACE
74
1/4" ANN GLA
74
5/16" AIRSPACE
74
1/4" T GLASS
1/4" T GLASS
PRODUCT REVISED
82
complying with the Florida
gg
83
B
Building Code
NOA-No. 17-0420.12
3/4" NOM.
EXTERIOR
124_127
3/4" NOM
Expiration Date 02/17/2020
GLASS
GLASS
BITE
BITE
16yEXTERIOR
Miami -Da Product Control
EXTERIOR
B1<
79
79
55
55
1" LAMINATED I.G.
GLASS, TYPE G6A
9/16" LAMINATED GLASS,
TYPE G7A
1" LAMINATED
1, GO GLASS, TYPE G8A
„1I/7
Or
P�'' �tGENg� •. ��� '�
Ol No.58705 .�
GLAZING NOTES:
_
"ANN"=ANNEALED
�O;;6
"HS" = HEAT STRENGTHENED
SEE SHEET
15 FOR SPACER DETAILS.
•. s A/r OF
"T" =TEMPERED
"PVB"
INC.
TECHNOLOGY DRIVE
° vbr
0111070 'O
.�S • 4ORIDP„•'
_ .090" TROSIFOL PVB BY KURARAY AMERICA,
N. VENICE, FL 24275
GLAZING DETAILS
�� S Cj
'77 �DNAL
"SG" _ .090" SENTRYGLAEr BY
KURARAY AMERICA, INC.
/s41)480-lsoo
�:
ENll
S
SERIES 770 ALUM.
SGD — LM IMPACT
711111 I 1 11 `1"
RaraCDy oelo: ReW&ro S.
CERT.OFAUTH. #29295
JR 04105117 C NO CHANGES THIS SHEET.
CORmicarezmr
S(111F) octet sc w- shmc
OmrdigNw aar
A. LYNN MILLER, P.E.
Oravm by Date: CheuFodey. Dete:
P fINDO MJES, INC.
$GD-7%O NTS 5
"� 22 PGT0130 C
P.E1i 58705
JR 10710114
nu RlcHrs RESERveC
TABLE 1A:
Design Pressure (DP) and Anchor Quantities Required,
Maximum DP for all sizes:
(for all approved configurations on Sheets 2 & 3)
+60 / ,60 psf
For comer astragal anchorage on 90° or 1350 comer units, see sheet 11
(May be limited by Table 1A)
Door Unit Height
Table applies to Glass Types 3,
80"
84"
90"
96"
3A, 51 5A, 7, 7A, 8 & 8A and
69-7/8" DLO
73.718" DLO
79-7/8" DLO
85-7/8" DLO
the Stile/Astragal Types shown
Anchor Group
Anchor Group
Anchor Group
Anchor Group
below.
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
Head/Sil(
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+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+g
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+1
Cl
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
34+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
DLO
P-hook
6+7
6+7
6+7
6+7
7+g
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C+1
ClC
ClC4+1
C4+1
ClG4+1
C4+1
GIC4+1
CI
2911
Jamb
8
8
8
8
8
8
8
8
8ll't
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
7+8
7+8
7+8
7+8
7+8
a
Head/Sill
C4+1
C4+1
C4+1
Cl
C4+i
C4+1
C4+1
C4+1
C4+1
G4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
E
F42
35
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
zDLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+g
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
CA+2
C4+2
C4+2
C4+2
C4eeee
+2C4+2C4+2C4+2
41"
Jamb
8
B
B
8
B
8
8
8
=7+87+8
8
8
10
B
8
8
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
(+8
7+8
7+8
7+8
7+8
7+8
7+8
1 7+8
1 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.
)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.
Sii! Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(Flat or Box, see
(+) Design
Sheet 17)
Pressure, psf
Flush
-1-1/2"
see note 3
Low - 2-1/2"
+ 46.67
Medium - 3-114"
+ 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
PRODUCT REVISED
as complying with 4he Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02117/2020
Interlock P-hook Lockstile @lamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135° Astragal Lockstile @
Assembly Straight Astragal Assembly 90°Astragal Assembly 136°Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astra al Inside
g Outside Corner, Outside Corner
Corner
all
lfylry
Inside #011el
�ii
Corner Outside a t,tCENSF •� '
Inside Corner Corner P' ••�tA
Part #61(Stile) Part #61 (Stile) = No. 56705 .� =
Part #60 (Stile} Part #119 (Out.)
Part #60 (x2) Part #60 Part #60 part #67 (Astragal) Part #60 Part #118 (Corner Parts #31 & #32 Part #61 = -
Receiver) Part #120 (In.) (Corn. & Fxd Mount) —'D
,�))�i, 7
STATE' OF : • ((/��
1070 TECHNOLOGYORIVE � •'�,LORIDP .•'' ���
N. VENICE, FL 34275 DP AND ANCHORAGE �/''�rONAL
(941)4861500 my. 7
ler: No. CERT. OFAUTH.#29296 SERIES 770 ALUM. S_ GD-LM IMPACT 7r I I I I I I II t1``
IR 04105117 G REVISED TABLE 1. serte I. sw.: snore Mnwpxa ate A. LYNN
covrwc�romn � MILLER, P.E.
nor' o,m: Chec+ad oem: rcr>kousrruEs, u+c SGD-770 NTS 6 w 22 PGTO130 C P.E.#58705
ra 4n71n7�e AU MGM FESERVEo
I NCSLG L:
Design Pressure (DP)
and Anchor Quantities
Required, (for all approved configurations
on
Sheets 2 & 3)
Maximum
DP for all
sizes:
+601-60
For
corner
astragal anchorage
on 90°
or 1350
comer units,
see sheet 11
(May be limited by Table
2A)
Door Unit Height
Table applies
to Glass Types 41 4A,
80"
84"
90"
96,
102"
108"
114"
120"
6, 6A,
7, 7A, 8 &
8A and the
69.7l8" DLO
73.7/8" DLO
79-7/8" DLO
85-7l8" DLO
91-7/8" DLO
97-718" DLO
103-7l8" DLO
109-718" 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
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
I 8
C
I D
C4+i
C4+t
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+t
C4+1
C4+1
C4+1
C4+i
C4+1
C4+i
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
Head/Sill
C4+1
17"
8
8
8
8
8
8
8
B
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
24
DLO
Jamb
6+7
7%
7+8
7+6
7+g
7+8
7+8
7+8
7+g
7+g
7+6
7+8
7+8
8+9
8+0
8+9
8+9
8+9
8+g
g+g
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
P-hook
6+7
6+7
6+7
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
04+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
Head/Sill
C4+1
C4+1
C4+1
23"
6
8
8
8
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
30"
DLO
Jamb
8
B
-
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+g
7+g
8+g
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
6+7
6+7
6+7
7+8
7+8
C4+1
C4+1
C4+1
04+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
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
G4+1
04+1
Head/Sill
C4+1F04�2
C4+7
C4+1
C4+1
29"
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
t0
10
10
10
10
t0
10
10
10
96
36"
DLO
Jamb
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
P-hook
6+7
6+7
6+7
7+B
C4+t
C4+1
C4+1
C4+1
C4+7
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C5+1
35+1
C4+1
C4+1
d
35"
Head/Sill
C4+1
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
12
10
10
10
42
Jamb
8
8
8
8
8
8
a
DLO
6+7
6+7
7+8
7+8
7+8
7+8
7+g
7+8
7+8
7+8
7+g
7+8
7+8
7+8
8+9
8+9
8+g
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
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
CA+2
C4+2
C4+2
C4+2C5+2
CS+2
C4+2
C4+2
CS+2
GS+2
CS+2
C5+2
C5+2
C5+2
CS+2
C5+2
Head/Sill
C4+2
8
8
8
8
8
8
8
10
8
8
8
10
10
70
10
10
10
10
10
12
10
10
10
12
1D
10
10
48D41
LO
Jamb
8
8
8
8
7+8
7+8
7+8
7+8
7+6
7+8
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7 + 8
7+B
HeadlSill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
04+2
G4+2
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
54"
47"
Jamb -
8EC4+2C4+2
B
8
8
8
8
10
8
8
8
iD
8
8.
8
DLO
Not
available
in these sizes
P-hook
6+7
6+7
7+S
7+g
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+B
Head/Sill
C4+
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+260"
53"
Jamb
8
8
8
8
8
8
10
8
8
86+7
6+7
7+8
7+8
7+B
7+8
7+8
7+g
7+8
7+8
7+6
7+8
7+8
7+g
FOR EXAMPLE ON USING IABLt, Jtt Mitt 1 d.
It
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE
POSITIVE SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46,67 PSF MAX. WHEN USING THE 3-1/4" SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRIES, UNCHANGED). SEE TABLE 2A,
3) 49, 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
WSTALLED,
TABLE 2A:
Sill Height to
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheat17)
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 �-�—
O
w OH RATIO>_1
2
o
OH RATIO = OH LENGTH
OH HEIGHT
v. ne-ronnnl -rvocc cr-141 I RF I ICFII FrIR TART F 7 RFF RHFFTR 21 R 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
I nc rVLLVvvllvv..,��..r..+,,.r+�+„�,.�-......,.�...--'--•--'-.--..
1
., .____,
Straight Astragal
____..__.__- _._.-
Lockstile @
_-_.-_
90°Astragal
Lockstile @
135°Astragal
Lockstile @
Interlock
P-hook
Lockstile @Iamb
Assembly
Straight Astragal
Assembly
90° Astragal
Assembly
1350Astragal
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
Standard Astragal
Outside Corner
Outside
Inside
Corner
[=a4Corner
�
"�—
Inside
Corner
Outside
Li
Inside Cort�
Corner
Part #61 (Stile)
Part #61 (Stile)
(Out.)
Part #61(Stile)
=#61
Part #61
Part #61
Part #67 (Astragal)
Part #61
Part #118 (CornerFPart
(In.)
Parts #31 & #32
Part #61
)120
Receiver
(Corn. & Fxd Mount)
04/05117�C�REVISED TABLE 2, REMOVED EXAMPLE.
,u,- ca xeee. oem:
070 TECHNOCOGYDRlW
N. VENICE FL 34275
(941) 4aareaD
CERT. OFAUTN. #29286
DP AND ANCHORAGE
rang:
SERIES 770 ALUM. SGD - LM IMPACT
sco-77o I NTS 1 7a 22 I PGT0130 I C
VLV VVIV I n -
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 Date02/17/2020
����'' �IGENSF •��1� /
No, 58705
lS �
�ONAL �N `
A. LYNN t�I�LER, P.E.
P.E.# 58705
TABLE 3A:
I AbLL 3:_--
Design Pressure (DP)
and
Anchor Quantities Required, (for
all approved configurations
on
Sheets 2 &
3)
Maximum
DP shown
below
For corner
astragal anchorage
on 900
or 1350
corner units,
see sheet 11
(May be limited by Table
3A)
Door Unit
Height
Table applies to Glass Types 41 4A,
60"
84"
so"
96"
102"
108"
6, 6A, 7, 7A,
8 & 8A and the
69-7/8"
DLO
73.7/8" DLO
79-7/8"
NO
65-7/8" DLO
91-7/8" DLO
97-7/8" DLO
Anchor
Group
Anchor Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Stile/Astragal types shown below.
A
8
C
D
A
B
C
D
A
8
C
D
A
B
C
D
A
B
C
D
A
8
C
D
Design Pressure
+/-90.0
psf
+/-82.5
psf
+1-75.0
psf
t7"
Head/Sill
04+1
C4+1
C4+1
C4+1
G4+1
CA+1
C4+1
C4+1
04+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
6
8
8
8-
8
10
10
10
10
10
10
10
10
DLO
Jamb
P-hook
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+B
8+9
8+9
8+9
6+9
8+9
8+9
8+9
8t9
Design Pressure
+/-90.0 Per
+/-82.6
psf
+/-75.0
psf
23"
[—Head/Sill
C4+5
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+7
C4+1
C4+1
G4+1
C4+1
C4+1
C4+1
C4+1
C4+t
�„
DLO
Jamb
8
8
8
8
B
8
8
8
10
8
8
8
10
8
8
a
10
10
10
10
10
t0
10
10
r.
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
9+9
8+9
8+9
8+9
8+9
Design Pressure
+. Ps Psf
+/-82.5
psf
+/-75,0 psf
75
29"
HeadlSill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
G5+1
C5+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
C5+1
C5+1
C4+7
C4+1
ILDLO
Jamb
10
8
8
8
10
8
8
8
10
8
6
8
12
10
8
8
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
6+9.
a+9
6+9
8+9
8+9
8+9
8+9
8+9
B+9
E
Design Pressure
+/ 90,0
psf
+1.82.5
psf
+/-75,
0 psf
Z3V
Head/Silt
C4+2
C4+2
C4+2
C4+2
G4+2
G4+2
C4+2
C4+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
[48
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
10
P-hook
7+8
7+8
7+6
7+8
7+8
7+8
1+8
7+8
8+9
6+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
6+9
8+9
Design Pressure
+1-90.0
psf
See Note
A ow
+/-82.5
psf
+/-75.0
psf
41"
Head/Sill
C5+2
C5+2
C4+2
C4+2
C5+2
C5+2
C5+2
G5+2
C5+2
C5+2
C5+2
C5+2
C6+2
C6+2
+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
DLO
Jamb
10
6
8
8
12
10
8
8
12
10
6
8
14
12
8
6
14
12
10
10
14
10
10
10
P-hook
7+8
7+a
7+8
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+10
9+10
9+10
9+10
9+10
9+10
9+10
NOTE
A:
+/-90.0 PSF FOR GLASS
TYPES 4,�(+A, tiA, /H, 8
& uA; */-u/. I rvr< �Lr�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.
)WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3A/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"
1 ac i ICGn cno real � a cFF cuFFTS 91 x 22 1=na PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
Sill hleightto 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
_ OHRATIO z1
O �
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No, 17-0420.12
Expiration Date
IntruLwvvuvc�an�car+olr�,.�..����.,�,,,,..����„�.,•.,,.,,.�_�.,,�__�..__._—---._....._._._
Interlock P-hook Lockstile @lamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135° Astragal Lockstile @
Assembly Straight Astragal Assembly 90°Astragal Assembly 138° 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, , Inside
tsid 1+ rner 41 Outside Corner
Corner
\it l I ll{-lj//
Inside ,NO�a�J-,,.... NI A
Corner Outside ,
Insideide Cor : \ P�•. I.IGENs.� •, /���'
Corner
Part #61 (Stile) Part #61 (Stile) _ No, 58705
Part #61 (Stile) Part #119 (Out.) _ —
:Part #61 (x2) Part #61 Part #61 Part #61 Part #118 (Corner Part I (In.) Parts #31 & #32 Part #61 _
Part #68 (Astragal) ='O �- -�
Receiver) (Corn. & Fxd Mount) _
STA E
1070 TECHNOLOGYDRIVE Dew4r. '���•�1 ORIDP•,•••
N. VENICE, FL 3d275 DP AND ANCHORAGE • .... a .
ON
dBx ��: ReH#ds' CERT OFAAUTH. #29298 SERIES 770 ALUM. SGD - LM IMPACT Si480-1600 �ON�` l o o"
JR 04/05117 C REVISED TABLE 3, ADDED EXAMPLE. cpvmlBxramn �'IB°nr1v°1b �' sr er °i�n1np4'° R«: A. LYNN MILLER, P.E.
m Br. vTia. ChscYeJB, pale; MTINDUSMES, INC. ® d
_____ _._ sGD-77o NTS 8 22 PG T0130 C P.E.#58705
SEE
SPLICE
NOTE,
THIS
SHEET
24" MAX.
O.C.
24" MAX.
O.C.
t
48"
NOM.
PANEL
WIDTH
C
♦. II �V
•' 1
04/05/17
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF:
JAMB (9)P-HOOK ANCHORS,
REQUIRED @ (PERPENDICULAR TO GLASS
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
IF
POCKETS AND
SEE POCKET 10 P-HOOK
JAMB MOUNTING
INSTALLATION, ADAPTER 6" MAX.
THIS SHEET ANCHORS MIDWAY 1
& SHEET 14 BETWEEN P-HOOK '
ANCHORS & AT 3" L
1 FROM TOP & 14" MAX. 0.0, i
BOTTOM Z
8" MAX. TO OPENING �'o
EDGE OF POCKET SEE w a
INSTALLATION o w10
DETAILS 'Jc'&'Kc', a¢ ®I
END PANEL SHEET 14 & PART e01
—ANCHORAGE DETAILS'J' &'K', ti j ®j
(2 ANCHORS) SHEET 19 FOR
P-HOOK �_____6"MAX.
_"+2" ANCHORS ENDPAN7—�-
ANCHORAGE ANCHORAGE
ANCHORAGE I�
(SEE SKETCH BELOW)
CENTERLINE 8" MAX., TYR
OF PANEL 1
101
SEE "C5" CLUSTER
SEE "C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10
DETAILS, SHEET 10 FOR SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
INTERLOCK REQUIRES "CG" SHEET 10 FOR INTERLOCK 24" MAX. O.C.
48" NOM. CLUSTER, SEE
DETAILS, SHEET 11 x
I x x PANEL WIDTH x x x x x
x x x x x x x x x x 6" MAX.
x x x x x x x x x
X x x X
O i 3" MAX.
0 I 4 PAIRS OF
IoI x=FRAME x x 1 ANCHORS
ANCHORS 96" (TOTAL 8
21" MAX.
o I a UNIT ANCHORS)
HEIGHT O.C. PER JAMB
®= P-HOOK x x� (SEE JAMB
14" MAX. O.C. ANCHORS DETAIL
M 0 = P-HOOK BELOW]
� MOUNTING
3" MAX. ADAPTER x x
ANCHORS
x x x x
xe x x x X x x x x x x
"i x' x x x x x l
„+2" �V+2,• �,1+2„
ANCHORAGE ANCHORAGE ANCHORAGE
XAMPLE' 5-PANEL 2 TRACK, 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
18" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)
ANCHORAGE EXAMPLE NOTES
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS.
SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
DETAILS, SHEET10 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,
END PANEL ANCHOR EXCEPTION. ("+1"ANCHORAGE ONLY1:
DISTANCE TO NEXT
CLUSTER TO BE —®
24" O.C. OR LESS
I
CENTERLINE OF END PANEL
AN AT THE MIDPOINT OF END PANELS ARE ONLY
REQUIRED IF THE O,C. DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT
REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE:
_CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. AN PAIR O.C. (JAMBS), 14" MAX. ANCHOR
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14.
"+2" ANCHORAGE
REQUIRES SEE "C5" CLUSTER END PANEL
CENTERLINE CENTERLINE
"C6" CLUSTER, SEE � OF DETAILS, SHEET 10 OF ANCHORAGE -
DETAILS, SHEET 11 INTERLOCK FOR ASTRAGAL (ASTRAGAL (2 ANCHORS)
4.051" I
L� CENTERLINE "+2" ANCHORAGE L� CENTERLINE ,•+2"
i OF PANEL 3 I OF PANEL 4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
1070 TECHNOLOOYORIVE
N. VENICE, FL 34275
1941)460.1600
t"bns: CERT. OFAUTH. #29296
C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES.
SOPNRISMES I )
*edB. Date: PGTINDUSIRIES ING
2.04"
21"
MAX.
O.C.
6" MAX.
CENTERLINE
OF PANEL 5
SERIES 770 ALUM. SGD -
SGD-no NTS I 9 w 22
6" MAX. ANCHORAGE (SEE
+2^ „ 21q SKETCH BELOW)
ANCHORAGE ANCHORAGE
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 2/17/2020
2-TRACK
connnc Inns❑
ANCHOR PAIR �
8"
MAX.
\ ��_•. ' LICENSE •,, ��� J
No. 58705
*-
®�'.• 57rl
S
OF
PLEPLAN:,� .,"toR1oA,.•',�'�`
PACT S'ONAL �N�``•
Row. A./L1dIdA WILEW RE,
PGT0130 C P.E.#58705
ASTRAGAL OR SPLICE LOCATION
INTERLOCK� IF NEEDED
CENTERLINE I
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-i IF NEEDED
CENTERLINE I
EXTERIOF
3-TRACK FRAME HEAD/SILL
(a) ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK�IF NEEDED
CENTERLINE
ANCHORS ARE REQUIRED, "C4")
p4/p5/g7 ( C � NO CHANGES THtS SHEET.
ASTRAGAL OR I (FOR SPLICE
INTERLOCK i CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
2.04"
6" DIAG.
ASTRAGAL OR SPLICE LOCATION 2.04"
INTERLOCK- `IFNEEDED 2.04"
CENTERLINE I 6" DIAG.
1,75" EXTERIOR
3.5" 21"
4" DIAG_MAXEXTERIOF
2.04"11115.64„
EXTERIOR 4 DIAG. 7„ EXTERIOR 7,�
6" MAX.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
77
(a) ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK f —2-TRACK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR
ASTRAGAL OR (FOR SPLICE
INTERLOCK- CONDITION, USE
CENTERLINE I "G6" CLUSTER DETAIL)
---i 3.5" J.'
z.oa°
4.08"
EXTERIOR � I, � 4" DIAG.
7
3-TRACK FRAME HEADlSILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE "C6" CLUSTER DETAI
3.5" r�--
4„
EXTERIOR
DIAG. 21
5.37"DIAG.
ti 4,08"
Imo-- 7" —►-I
4-TRACK FRAME HEADlSIU.
(a� ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, IF IF
1
078 TECHNOLOGYORlV1
N. VENICE, FL 34275
Y941) 4841608
T. OFAUTR, if29286
ASTRAGAL OR SPLICE LOCATION
INTERLOCK�IF NEEDED
CENTERLINE 2.04"
3.5"
-•— 7"
2.04"
TERIOR--rI 3.5"
n AM
�7 3-TRACK FRAME HEAD/SILL
(a� ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR FOR SPLICE
INTERLOCK -a- CONDITION, DO NOT
n�Nrrcof fnf� USE THIS DETAIL)
21"
MAX.
o.C.
6" MAX.
21"
MAX.
O.C.
5.64"
6" MAX.
� 4-TRACK
6" DIAG. FRAME JAMB
EXTERIOR ANCHOR PAIR
A ORS 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
CIF NEEDED
---�H 3.5" I-�'--
WITH &WITHOUT SPLICE CONDITION
oeswgro":
ANCHORAGE, EXAMPLE CLUSTERS
rmo:
SERIES 770 ALUM. SGD - LM IMPACT
SaiavMcdgt: 4 10: SM1 f: CIeM- No. Rw..
sc0-770 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
`�i 1111111I1!/
No.58705•�
J� 'i16,if �;
STATE O�
G
S;0NAL IN
A. LYNN MILLER, P.E.
P.E.# 58705
2,04"
INTERIOR
6.12"
INTERIOR 90
3.5"
2.04" EXTERIOR
2-TRACK FRAME HEAD/SILL
2.04° 2.04" INTERIOR 2,04"
Imo_ INTERIOR
INTERIOR 7„
°8.94"
4" DIAG. ?4uDIAG.
6.12" 3.5" 3.5"
INTERIOR ,7� INTERIO �,� ° 6 INTERIOR °
4"
USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, 31C4")
4
INTERIOR --�-�--�p
4"
INTERIOR
4.08"
710
2.04EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
USE
WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6"
EXTERIOR
3.5" I INTERIOR
7' 1 4„
EXTERIOR--y�-II
90° CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR � 6.12"
7"
2.04"
4.08"
� �I 3.5"
2.04" EXTERIOR 4
135° CORNER
2-TRACK FRAME HEAD/SILL
USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "
INTERIOR
4.08"
13.5"
EXTERIOR 7"
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR
4„ O EXTERIOR 5 $$
° INTERIOR
INTERIOR 90° 135°
3.5"
7"
EXTERIOR
INTERIOR ON
EXTERIOR ALL
VIEWS
EXTERIOR
2.04"
4.08"
4"DIAG.
J� 7e 4„
2.04° EXTERIOR 8.94"
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
"+1"ANCHOR
CENTERLINE
OF PANEL
CENTERLINE
OF PANEL
"+3" ANCHOR
2.04" •-J � �--►-I 3.5" � 4" 4„DIAG. �--•-� 3.5"� � I 3.5" I ___.
EXTERIOR 7 -® EXTERIOR 4 J L�CENTERLINE
2.04 OF PANEL
90° CORNER 135° CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
NOTES:
1, ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. to7orecHNotoovoRroi
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VENICE, F1. 34275
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)4e0-1699
aevadey' Dete: Rensiolw: CERT. OFAUTH.#29296
JR 04/05/17 C NO CHANGES THIS SHEET.
CT lGwomlMUSMIES.I>
Orswn By: Deb: Checked9 Dete: pGTINDUSTRIES, INC.
JR 10110114 AGLRIGHISRESER4ED
"+1"ANCHOR
CENTERLINE
OF PANEL
"+2" ANCHOR
2.Q4"
4"DIAG.
3.51,
CENTERLINE
OF PANEL
"+3" ANCHOR
2.04"wl
4" DIAG,
7
CENTERLINE
OF PANEL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
ANCHORAGE, EXAMPLE CLUSTERS
rea
SERIES 770 ALUM. SCD - LM IMPACT
SerlmTfW"I: Sm - OreMrp Nu Rer.
sco-no NTS 511 of 22 PGTO130 C
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
•t No. 58705 on
_ -0 � �'� •ram � %�-��..�_
ua
S7 OVF� �14
...... N
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RE,# 58705
CENTERLINE
OF PANEL
"+2" ANCHOR
2.Q4"
4"DIAG.
3.51,
CENTERLINE
OF PANEL
"+3" ANCHOR
2.04"wl
4" DIAG,
7
CENTERLINE
OF PANEL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
ANCHORAGE, EXAMPLE CLUSTERS
rea
SERIES 770 ALUM. SCD - LM IMPACT
SerlmTfW"I: Sm - OreMrp Nu Rer.
sco-no NTS 511 of 22 PGTO130 C
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
•t No. 58705 on
_ -0 � �'� •ram � %�-��..�_
ua
S7 OVF� �14
...... N
A. LYNN MILLER, P.E.
RE,# 58705
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
TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
2-1/16" * 2-1/16" * 2-1/16"' NOTES:
1/4a 1/4" 1, ALL DIMENSIONS
EXTERIOR1/4"
MAX. � MAX.
o EXTERIOR SHIM ON MVIN. ALLOWED.
SHIM EXTERIOR SHIM
< 2. METAL OR WOOD
EMBEDMENT: SUBSTRATES MAY BE
*SEE
SEE TABLE A, ���USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
ANCHOR TYP., 2X WOOD WOOD ANCHOR TYR, METAL TYP., SMS ANCHOR TYP., SHEET 1.
2X WOOD
ANCHOR NOTES TYR, SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
TYP., SEE ANCHOR
& TABLE A. SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1
NOTE 3, SHEET 1 DIAGONAL O.C. IS
2-TRACK FRAME HEAD e 3-TRACK FRAME HEAD e 4-TRACK FRAME HEAD MIN 4" (HEAD & SILL)
Cw METAL INSTALLATION
w WOOD INSTALLATION 6w WOOD INSTALLATION OR 6" (JAMB) SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11.
ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
SEE ANCHO*EEN
& TABLE SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1
SEE
SEE ANCHORANCHOR ANCHOR MIN. OF 3 THREADS BEYOND
NOTE 5, SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE
1 (1/4" MAX.)SHEET 1� 1 SHEET 1�
..; 1
,._.: .. .:.::..:..
(1/4MAX".,,,._:r,:_<:EXTERIOR
fT(1/4"MAX.).,:._
fEXTERIOR EXTERIOR EMBEDMENT: SEE
TABLE A, SHEET 1
�2-1/16"
2-1/162-1116" * * EDGE DISTANCE:
EDGE 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 complying with 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 By
-�EDGE DISTANCE: SEE ANCHOR Mia I —Da roduct Control
NOTE 4, SHEET 1
TABLE A, SHEETt2-1/16
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.,
SEE ANCHOR NOTES
"' 2-1/16"' & TABLE A, SHEET 1
WOODANCHORiYP.,
ANCHOR TYP., MIN. OF 3
SEE ANCHOR NOTESWOOD
SEE ANCHOR NOTES THREADS
& TABLE A, SHEET 1 Y�y & TABLE A, SHEET 1
BEYOND THE �� 0�,..NNEXTERIORMETAL
EXTERIOR
EXTERIOR l'IOENSF
P
SUBSTRATE
1/4" MAX. SHIM —=-I I ^ 11 1/4" MAX. SHIM I� 114" MAX. SHIM h— _= No. 58705 '
E 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB
Nw WOOD INSTALLATION Iw METAL INSTALLATION = 7J •, ��
Gw WOOD INSTALLATION I
10707ECHNOLOGYDRNE °mad°"'
N. VENICE, FL 34275 ANCHORAGE DETAILS 'c<ORION
' S'/ONAII
Re By; pate; Rauisfans: CERT OFAUTH #29296 SERIES 770 ALUM. SGD - LM IMPACT
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JR 04l05/17 C NO CHANGES THIS SHEET. COPYRIGNT02%P sen%PnL smo: snaac Ra,w%,reNa �r A. LYNN <dI�LER, P.E.
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ALRIGMSRESEtMUI
JR 10110114 1 1 1
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES:
EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS
EDGE DISTANCE: SEE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
CONCRETE CONCRETE SHOWN ARE BASED
CONCRETE*SEESEE
ET 1
PER TABLE PER TABLE ON MIN. ALLOWED,
* PER TABLE 2-1116" * 2-1/16"'
A, SHEET 16"
A, SHEET 1 A, SHEET 1 1/4" DIAGONAL O.C. IS
EXTERIOMAX. MIN 4" (HEAD & SILL)
1 SHIM OR 6" (JAMB) SEE
DETAILS,.SHEETS
1/411 EXTERIOR
EMBEDMENT:M4 EXTERIOR 1
SEE TABLE A,SHEET1SHIM <
SHIM
PROPERLYTE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLYSECURED1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., HOR NOTES & WOOD BUCK TYR, SEE SEE ANCHOR NOTES & WOOD BUCK TYR, 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
SE 2-TRACK FRAME HEAD E 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD
CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
Ac CONCRETE INSTALLATION Bc
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES & WOOD BUCK TYP., 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 SEEANCHOR SEEANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
SHEET 1� SHEET 1�
1 (114" MAX.)
..
_ (1/4" MAX.) (114100MAX.) -
TT-
EXTERIOR `''... EXTERIOR ...�.'�. - EXTERIOR
_;,
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 e 4-TRACK FRAME SILL
Fc CONCRETE INSTALLATION
CONCRETE INSTALLATION Ec CONCRETE INSTALLATION
EMBEDMENT: SEE _ PRODUCT REVISED
TABLE A, SHEET 1 as complying with the Florida
Building Code
•�
EMBEDMENT: SEE A NOA—No. 17-0420.12
TABLE A, SHEET 1 �� EDGE DISTANCE: Expiration Date 02/17/2020
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, _11
EMBEDMENT: SEE 1 By - --
CONC./CMU ANCHOR I SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 Miami -Da
Mlam roduct Control
J SHEET 1
TABLE A, SHEET 1 L. TYP., SEE ANCHOR SEE ANCHOR NOTE 3,
EDGE DISTANCE: NOTES & TABLE A, SHEET 1
PROPERLY SECURED SEE TABLE A, SHEET 1 2-1/16"
1X WOOD BUCK TYP., SHEET 1 2-1116"
SEE ANCHOR NOTE 33 + CONC,/CMU ANCHOR
SHEET 1 TYP., SEE ANCHOR
A PROPERLY SECURED NOTES & TABLE A,
CONC./CMU ANCHOR 1X WOOD BUCK TYP., SHEET 1 CONCRETE
R
TYP., SEE ANCHOR SEE ANCHOR NOTE 3, CONCRETE OR CMU
NOTES & TABLE
CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE ` ,......
SHEET 1 Y\[�
EXTERIOR OR CMU EXTERIOR PER TABLE n A, SHEET 1 '� . ' ILIicrzN X
F ' �t��
PER TABLE n A, SHEET 1 V Q�'
V 1!4" MAX. SHIM —� I- — No. 58705
A, SHEET 1 V 1/4" MAX. SHIM —� I I �—
1/4" MAX. SHIM
FRAME JAMB = 9 it
2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB DE 4-TRACK
INSTALLATION c CONCRETE/CMU INSTALLATION ��.Syj "�;•���`
CONCRETE/CMU INSTALLATION He CONCRETE/CMU
\
1070IVE
- % FS ' • F� QRIDP. • •'
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(941)480-1600
ny;
I1II1I
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Revel ey safe: Rensmna• CERT. OFAUTA#29296
JR 04/05/17 C NO CHANGES THIS SHEET. eorrwcnrmzoiT sur,...umec s` ?F;-- s^eBb °'°""m W. Raw A. LYNN MILLER, RE.
a
um" or. vow: CheckedB. Oole: PGTINOUMTRIES• INC. � SGO-770 )YTS' 13 d 22 PGTO130 C P.E.#58705
FIR 10110114 .viwcRTSReseRven
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
SHEET ARE FOR
WOOD FRAMING TABLE A, SHEET 1
P-HOOK MOUNTING ADAPTER
ILLUSTRATIVE
WOOD ANCHOR TYP., INFILTRATION
CONCJCMU
PURPOSES ONLY. SEE
o
SEE ANCHOR NOTES
ANCHOR TYP., SEE
TABLE A, SHEET 1 FOR
EMBEDMENT: _
&TABLE A, SHEET 1
2s
ANCHOR NOTES
&
ALL APPROVED
SEE TABLE A, —
(ALSO SEE TYP.
TABLE A, SHEET
1
SUBSTRATES.
SHEET 1
28
ILLUSTRATION, SHEET 9)
1-1/4" MIN. EDGE DISTANCE
#I
�1
EDGE DISTANCE: SEE
�u ..
EXTERIOR
3. SEE TABES 1-3,
—�
TABLE A, SHEET 1 EMBEDMENT:
28
SHEETS 6-8 FOR
SEE TABLE A,
P-HOOK MOUNTING
REQUIRED P-HOOK
28
EXTERIOR SHEET 1
NN
ADAPTER CONC./CMU
AND P-HOOK
MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP„ P
P-HOOK
ANCHOR TYP., SEE
ANCHOR QUANTITIES.
SEE ANCHOR NOTES
CONCRETE OR
ANCHOR NOTES & TABLE
ALSO SEE EXAMPLE
& TABLE A, SHEET 1
CMU PER TABLE
EMBEDMENT: SEE
A, SHEET 1
ON SHEET 9,
(ALSO SEE TYP.
2.693"MIN.
TABLE A, SHEET 1
(ALSO SEE TYP,
ILLUSTRATION, SHEET 9)
A,SHEETI
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, #201 #22 OR
#24;
Jc PARTS #18, #203 #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
PI -HOOK MOUNTING CONCRETE OR
EMBEDMENT: SEE
ADAPTER CONCJCMU
NOTE 4, SHEET 1; EMBEDMENT: SEE
ADAPTER SMS CMU PER TABLE
TABLE A, SHEET 1
ANCHOR TYP., SEE
MIN, OF 3 THREADS TABLE A, SHEET 1
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
ILLUSTRATION,
• .:
P8
Building Code
EMBEDMENT:
SHEET 9 ) SHEET 1
NOA-No. 17-0420.,12
SEE TABLE A,
EDGE DISTANCE: SEEw0)
nrinwll�
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
IJZ
;
& TABLE A, SHEET 1
�/ ANCHOR
NOTES & TABLE
(ALSO SEE TYP.
2.693" MIN,
A, SHEET 1
2,693" MIN,
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
\�`t11111111j/
E P-HOOK FOR USE WITH
BOX SILL RISERS
P-HOOK FOR USE WITH BOX
SILL RISERS
\ y iIF
Kw PARTS #19, #21, #23 OR
#25,
Kc PARTS #19, #21, #23 OR #25,
�lCENyF •.,
METAL INSTALLATION
EXTERIOR
CONCRETE INSTALLATION
EXTERIOR
Q : F ;
(SEE TABLES 1A, ZA & 3A MOUNT
(SEE TABLES 1A, 2A & 3A
MOUNT
:' ;
No. 58705
FOR WATER RATINGS)
ONLY
FOR WATER RATINGS)
ONLY
_
1070 TECHNOLOGYDRIVEop0j
7'•, S7€ATE OF :'•4u�;
F '•
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-
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ANCHORAGE DETAILS
••
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/9411480-1600
'7S/ONAL EN\?\`•
Rered9g Dare: Reyisiwwc
- CERT. OFAUTH. #29296
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- LM IMPACT
711I 11111 t 1 `'
JR 04/05/17 C NO CHANGES THIS SHEET.
COPYRIGH]®20f]
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vmm Ry; pare; Ghedcerl pare:
PGTINDUSWIFS,INC'
SGO-770 NTS 14
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P.E.#58705
JR 1 10110114 1
ALL RIGHTS RESERVED
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
D ETAI L
MAX. UNIT_
WIDTH
MAX.
{� DLO_
I WIDTH
PANEL TYPE TYPE PANEL
TYPE PQSP TYPE
PANEL
NOTE 2
AIf
FI3'i
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
MAX. UNIT
MAX HEIGHT
DLO PER
HEIGHT TABLES
I 1-3
EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX
FRAME CORNER
DETAI L
Part #
Description
Material
124
Kommerling 43G TPS Spacer System
125
IQuanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
126
Quanex Duraseal Spacer
Materials
127
lCardinal XL Edge Spacer
REFERENCE I E51 RtYUK I J; r i L-n/'If, nybn a naru
04/05/17 C I NO CHANGES THIS SHEET.
SILICONE STRUCTURAL
IRS POLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS
STRUCTURAL
SILICONE
NOM. FOAM
WITH
DESICCANT
EXT. GLAS�
INT. GLASS
UNIT WIDTH
I INTERIOR
EXTERIOR
90"
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGE SHEET 11
INTERLOCK DETAIL �
M', SHEET 19
EXTERIOR INTERIOR
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
Gw' &'Gc'. SHEETS 12 & 13
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
T BUTYL
NOM.
GLASS
,24 KODISPACE 4SG TPS ,25 SUPER SPACER®NXTTM
By
ALUMINUM
REINFORCEMENT POLYISO- DESICCANT FILL AREA
BUTYLENE • 5/16" NOW
5/16" NOM, SEAL
BUTYL & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS
EXT. GLASS —�
�/ DINT. GLASS `�� �—INT. GLASS
1 6 DURASEAL® SPACER 127 XL EDGETMSPACER
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(941)4e0-1600
CERT. OFAUTH. #29296SERIES 770 ALUM. SGD - LM IMPACT
COPYRIGHIO2JilSa+acMaOsl: Smb: Stoat Onxiry Na
rGrorousmrEs, wa SGD•770 NTS 15 a 22 PGT0130
AIL RIGffrG R£SFRVEn
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration ate, 2/G
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C®NF �G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
'M', SHEET 19 OPERABLE JAMB DETAIL'133% SHEET 18;
!�—INSTALLATION &'Gc', SHEETS 12 & 13
DETAILS'Gw'
)( HEADER DETAII'A', SHEET 18; MAX.
/FIXED JAMB DE ASTRAGAL ASTRAGAL HEADER DETAIL'A', SHEET DLO
INSTALLATION DETAILS'Aw' &'Ac',
LSHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS WIDTH JAMB DETAIL'GT, SHEET
DETAILS'Gw' &'Gc% L2, SHEET 19 'Aw' &'Ac% SHEETS 12 & 113 SHEETS 12 & 13 18; INSTALLATION DETAILS
TYP.
SHEETS 12 & 13 90° 'Gw' &'Gc% SHEETS 12 & 13
m
PANEL PANEL PANEL PANEL PANEL PANEL m m
TYPE TYPE TYPE TYPE PANEL PANEL A A
TYPE TYPE ox
'R' 'L' 'D' 'A' TYPE TYPE p INTERLOCK DETAIL
MAX. A 'CS' 'QS' tK1 MAX. 'M', SHEET 19
/ NOM. / / UNIT / UNIT
PANEL HEIGHT SILL DETAIL NOM. / HEIGHT 90° OUTSIDE CORNER
/ WIDTH TYP. PER 'D', SHEET / I PANEL / PER DETAIL'N1% SHEET 19 &
MAX' SEE TABLES MIX WIDTH TYP. / SEE TABLES CORNER ANCHORAGE
PER 18
DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 271-3 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 NOM. PANEL
J,
& 13 X X X x WIDTH TYP.
L
PER TABLES
MAX. UNIT WIDTH 1-3
SEE FRAME & MAX. UNIT WIDTH
PANEL CORNER SILL DETAIL'D', SHEET 18;� MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX 2-TRACK
15 (2-TRACK) ( )
DETAILS SHEET
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' &
L2, SHEET 19� 1 INTERLOCK DETAIL'M', SHEET 19 tic', SHEETS 12 & 13�
1 HEADER DETAIL'C', SHEET
HEADER DETAIL / 1 1 18; INSTALLATION DETAILS
JAMB DETAIL'H2% SHEET P-HOOK DETAIL'J' &'K', SHEET B', SHEET 18; GW' &'Cc', SHEETS 12 & 13
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'&'Ic% 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
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90 LOCKSTILE
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90 RECEIVER
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90 RECEIVER
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135 RECEIVER
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BOX IN
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2. PANEL TYPES NOT SHOWN
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PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
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3. 900 ASTRAGALS TO USE HEAVY-DUTY STILES
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90 LOCKSTILE
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W
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SILL RISERS OPTIONS
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Q
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232"
232" EXTERIOR
I�- EXTERIOR 062" PRODUCT REVISED
complying with the Florida
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4.055" Building Code
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2.555' Expiration Date02/17/2020
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19* SILL RISER,
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21 RISIER, BOX 23 SILL RISER, ' BOX 25
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NOT VALID FOR
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`® SF
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AIL RIGHTS RESERVED
ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
60 OR 61 105
GTH
14
LOCK PART
75 & 107-110
17
14
5
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THE INTERIOR)
EXTERIOR
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FOR FIXED 5
60 OR 61
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14
15
5
04
16 17
123 FULL LENGTH
#10 X 3/4" OF JAMB 2-TRACK JAMB
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51 52
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80
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2
112
3
4
45 51
113
5
113
5
52 51 69
69
EXTERIOR
EXT�ELRIOR
EXTERIOR 53
<
v
PRODUCT REVISED
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SHOWN WITH E 2-TRACK W/SCREEN
E 3-TRACK
E 4-TRACK MAX. UNIT
("FRAME
Buildn
NOA'No.Code 17 0420.12
OPT. SCREEN FRAME HEAD
FRAME HEAD
HEAD HEIGHT PER
TRACK
TABLES 1-3
Expiration Date 02/17/2020
Bys ..... .-,
�oduct
Miami -Dade Control
53 69
69
69
EXTERIOR
EXTERIOR
52 51 72 OR 73
9a
72 OR 73
72 OR 73
46 11
113
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10
11
11
48 47 0 8
113
113
EXTERIOR 112 ii t 5
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("FRAME
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= No.
FRAME SILL
SILL
SILL
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ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
S ® 19�53/_
s ��\
1070 TECHNOLOGYORIVE
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VERTICAL SECTION DETAILS
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CERT. OFAUTH. #29296
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1 j 1111111 \ ``
JR 04105/17 C NO CHANGES THIS SHEET,
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PGTINDUSTRfEA Lva
GD-77T0 WINDOW NT3 18 of 22 FGT0129 C
P.E.#58705
JR 02/20/14
ALL RIGHTS RESERVED
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION
DETAILS)
5 4 INTERIOR
61 113 118
7
28
28
30
11
113
27 63 26
27
63
1D3
62 111 63 60 OR B1
60 OR 61
60 OR 61
65
29 14
29
120
5
65
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EXTERIOR 111 62
EXTERIOR 111 62VEXTERIOR
INTERIOR
EXTERIOR
EXTERIOR
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eP-HOOK FOR FLAT SILLS
P-HOOK FOR BOX SILLS
90O
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113
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u. 5
113
113
11
*ITEM #61 (HEAVY-DUTY
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68
(STANDARD STILE) ALSO
1
APPLICABLE, SEE TABLES
STANDARD ASTRAGAL #67
L2 STLESUTY ASTRAGAL 6
2 TRACKS OWN900 INSIDE ER
t 2 TRACK SHOWN CORNER
1-3, SHEETS 6-8 FOR
u WITH STANDARD STILES #60
WI H HEDAVY--DUTY
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
Building Code
31
LOCK PART
NOA-No. 17.0420.12
75 & 107-110
4 INTERIOR
Expiration Date /17/2020
5
4 INTERIOR
135°
5
By --
t11
Mia = a roduct Control
\
7
1350
14 5 61 32
103
61
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32
11 5
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CERT. OFAUTH.#29296SERIES
770 ALUM. SGD -
LM IMPACT
1 j 1' l O
JR 04/05/17 C NO CHANGES THIS SHEET.
CGPYRIGM®20frssasmoaee
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PGT0130
C
P.E.#58705
JR 1OIfOI14
ALL R/GHr5 Ra6romm0
Item
D GT#
PGT#
Description
1
17306
617306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
3
17309
617309
3-TRACK 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 JAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
16
17308
017308
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 FORP-HOOK
28
17334
617334
POCKET P-HOOK MOUNT
29
17335
617335
P-HOOK COVER
30
17348
617348 IPOCKET
P-HOOK FOR BOXRISER
31
17378
617378 1135
CORNER
32
t7316
617376
135 FIXED MOUNT
ITEMS 40-53
ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL - LOCKSTILE
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
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
fi1694
SCREEN SPLINE -.150"
53
61816C20
SCREEN CLOTH
54
1725
1/2" X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/�5
55
1726
1" X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5
NO CHANGES 7HIS SHEET.
Item
®PGT#
PGT#
Description
N. VENlCE, FL 34275
/ssi)4satsso
CERT, OFAU7H. #Z8298
GOaYHIGHI'ONIi)
SERIES 770 ALUM. SGD - LM IMPACT
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-393 56-593 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 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
$GD-770 � NTS ( 20 � 22 � PGT0130 � C
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17'0420.12
Expiration Date02/17/2020
\\11111111//!/J/
No. 58705
TE b/F (V441�
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5,069" '�j
8.562"
�1 1.36"
1.36"
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0.080"
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1.872" �-
1.505"
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1.211"
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SCREEN
40
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(6063-T6
STILE
(6063-T6 AL)
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6.526116.198"
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0."
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I
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2± 1 it
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1.993" 0.062"
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03-TRACK SILL
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4 2-TRACK JAMB
EN
45
TOPERAIL
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7
1.993 it
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0.062"
(6063-T6 AL)
(6063-T6 AL)
SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
9.142"
0.081"
4.49"
0.080"
-�
PRODUCT REVISED
1.505"
7,105"
as complying with the Florida
1.211
Building Code
NOA-No. 17-0420.12
9,141"
Expiration Date 02/17/2020
0.081" 04-TRACK HEAD
(D2-TRACK SILL
By
(6063-T6 AL )
( 6063-T6
AL )
MiamrDa Product Control
0.060"
1.514"
I�
1-7 0.062"
0.532"
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1.260"
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NO. 58705
REQUIRES MIN.
#10 SMS REQUIRES MIN. #10 SMS
OR 3/16" MASONRY OR 3/16" MASONRY
17 4-TRACK
JAMB
-
SEE
SHEET 17 FOR SILL RISERS.
ANCHORS @ 24"
MAX. O.C. ANCHORS @ 24" MAX. O.C.
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(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
1
4' -
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2.30" 1.488"
4"
1.739" �j
0.080"
0.830"
0.062" 1.600
0.133" 1.600
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Expiration Date 02/17/2020
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1070 TECHNOLOGYDRNE
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EXTRUSIONS
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SERIES 770 ALUM. SGD - LM
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