HomeMy WebLinkAboutNOA - ALUMINUM SLIDING GLASS DOORMIAMI-DADE 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.miamidadLgov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the.AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami.: Dade .County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to 'comply with the :Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90* & 135' corners — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 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 Y1VIPf� CT.,RATING; Large and Small Missile.Irxtpact Resistant "
LABELING: `Each ,unit shall- bear a permanent label with"the, manufacturer's name or logo, city, state,
model/series; and following statement: "Miami -Dade County! Product- Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal%application has been filed and there has been ,
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION .of this NOA will occur after the expiration .date -or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.. Misuse of this NOA as 'an endorsement
of any product, for'sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination: and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
Expiration' W0 Date c ru
A roval Date:
•—W--_`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 by4dalmis 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 ' arked-up drawings and install'atioxi,'diagram of an aluminum sliding glass.
-door, prepared by Fenestration Testing Laboratory; Inc., Test,Report No. FTL-7554,
- dated 11/0l/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 TAS2.02-94
2) Uniform Static Air Pressure. Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test; :per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales
(Submitted under NOA No. 09-0826.10)
Jorge M. PIasencia, P.E.
P duct 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. 1 5-0430. 08)
C. CALCULATIONS
---1. - - Anchor -verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and FBC-6` Edition (2017), dated 04/18/•17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER):
E. MATERIAL CERTIFICATIONS .,
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® UltracIeari'Cle'ar 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 Interlaye&' dated 06/25/15' expiring on
07/04/18.
F. STATEMENTS, . . ,..... .
1. Statement letter of conformance with FBC-51h Edition '.(2014) and FBC-G'h Edition
(2017), dated- 08/10/17; issued by manufacturer, signedatid"seal led by Anthony Lynn
Miller, P.E. -
2. Statement 'letter of no financial interest, dated 04/i8/17,' issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposalNo.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. i
G. OTHERS
1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM El300.
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-
6) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CREZEFLEX AND AGGREGATOR NOA'S, ANSUAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE.HIGH VELOCITY HURRICANE ZONE.(HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-5017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6636 AND FTL-7554
TAOI C G CCC rl�Alr Q nki QW=G Q A A. A ,
Glass
Type
Description (LWad from Exterior to Intedor)
03
171111r Laminated: (2) Lkes of 3f16' HS Glass wflh .CST PVB Intedayer
G3A
9/16" Laminated: (2) LBes of iW HS Glass w4h.OW PVB inledayer
G4
7/16' Laminated: (2) Liles of 3f16' HS Glass with .0W SG Intedayer
G4A
9116' Laminated: (2) LBes of lIC HS Glass with .09V SG Inledayer
GS
12Lamimled La: 3H6-TExtedor Cap+316'Air Space+7/16'Laminated; Ules o1'3118' HS Glass wM.09V 8Intedayer
GSA
I* Laminated l.G.: 114• TExledor Cap+ 6116' AlrSpece 4 7/1g' Laminated; (2) Laos of3I1G` HS Glass with.OW PVB hYedayer
G6
V Laminated LG.: 3110' T Exterior Cap + 3/B' AlrSpase + 7116' Laminated; (2) Liles o13110- HS Glass wkh .090' SG kwandayer
GSA
to Laminated LG.:1/4'TExledor Cap +IA18'Alr Space+7116'Laminated;(2)Utes cf3/16' HS Glass wnh.090' SG lnledayer
Cal
7N6' Laminated: (2) Ldes of 3f16 ANN Gpse with .09? SG Lmedayer
G7A
911S' Lamnated: (2) Utes of V4' ANN Glass with .Offs SG Irdedayer
G8
IV laminaled LG.: 3116' T Exterior Cep + 318' A'0 Speeea 7/16' Laminated; (2) Utes of s/W ANN Glass with A90' SG Inledeyer
GaA
T Laminated I.G.; 1/4" T EXtodor Cap + 6116' AlrSpaee+ 7/16• Laminated; (2) Utes of 3/16' ANN Glass with .090' SG Inledayer
'ANN-=ANHI-ALED
-Ha'- HEAT STRENGTHENED
T - TEMPERED
'PVB'..o90" TROSIFOLe PVB BY KURARAY AMERICA. INC.
'SG•=.09T SENTRYGLASOBY KURARAY AM ERICA, INC
DESIGN PRESSURE RATING I IMPACT RATING
SEE TABLES 1, 2 & 3 ON RATED FOR LARGE & SMALL
SHEETS 6,7 & 8 MISSILE IMPACT RESISTANCE
CODES/ STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC). 6TH EDITION
•2D14 FLORIDA BUILDING CODE (FBC). STH EDITION
•ASTM E1300-09
•ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL, ADM-2015
.AISI S10D-12
•AISC 360-10
GENERAL NOTES.............1
EXAMPLE CONFIGS.......... 2.3
GLAZING DETAILS ............ 4,5
ANCHORAGE ............. ......... 6-14
DESIGN PRESSURES...... ;6.8
INSTALL DETAILS..............12-14
ELEVATIONS. .............. 115J6
PANEL / SILL.TYPES:....:17
CROSS SECTIONS.:..:.....:.1809
PARTS LIST ....................... 20
EXTRUSIONS ....... ,..:_.... :.. •21,22
TO FBC2017. REVISED TABLES 1. 2 3 &A I CERT. OFAURi 029M
Anchor
Getup
Anehor Type -
Frame
Member
Substrate
Min. Edge
Dlstenee
Min, O.C.
Distance
Fmbedmentcr
Metal Thickness
A
#121" SMS,
(Fy=80 ksl, Fu= 95 ke0
012410 SS SMS,
IFy= 90 ksl, Fam 110 ks0
All
Southem Pine (SG = 0.55)
9116'
7/8'
1-3/8'
6063.75 Aluminum
318"
9116'
MOW
A36 Steel
3/8'
silo'
0.0w
Gr. 33 Steel StW
30
9116'
0.046'(18 Ga)
-
1/4' Elra Aggre- atol®
Fy=57 lust, Fa=96 lust
All
Concrete Mtn. Z22 XGQ
14W
3"
1-3/8'
Jamb/ P-hook
Filled Block ASTM C90
2"
3"
T
Jamb / P-hook
Hollow Black(ASTM C90
2'
3'
1-114"
An
Southern Pine SG-0.55
1'
1'
1.3/8'
B
#12 Steel SMS (Sr. 6)
(min. of 3 threads beyond
metal substrate)
-
All
Southern Pine (SG - 0.55)
9/ 0'
71W
1-we,
6083.75 Aluminum02.11W2-
9/18'
0.090"
A36 Steel
-9116•
0.050"
Gr. 33 Steel Slud
9116'
0.045 18 Ga
O
1/4' Elao UltmCcr119
Fy=155 kal, Fu=177 kst
All
Concrete (min. 285 ks0
4'
1JI8'
Jamb / PRlook
Hollow Block (ASTM C90)
8'
1-1/4'
1/4• Eica UlfmCon9/
Fy=155 ksl. Fs=177 k-1
Ai
Concrete (min. 285lust)
4
1.318"
Jamb / P•hook
Jamb/P-hook
Filled Block (ASTM C90
HollowBlock 3TMCa
4'
6'
1.3f4"
1-1/4'D
114' 410 SS Mo CroteFiek®
171=127.4 k6l, Fe 189.1 kel
Heed/SIG
Concrete min.3.35 ks
4'
1-9/4"
Jamb / P-hook
Concrete min, 3.36 ks
1• 1
6-
I-VV
Jamb / P-hook
I Hollow Block(ASTM C90
2-11z 1
iP
1 1-114"
Ail
Southern Pine G - 0.55
1' I
1'
I 1-0/0'
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE TUNA ONE OF THE ANCHOR GROUPS ABOVE,
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
2) ALL ANCHOR HBAD TYPES ARE APPLICABLE
3) FOR STEEL STUDS; MIN. FU = 45 KSI, MIN FY-33 KSL
4) FIRED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
6) ANCHORS MUST BE OP 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 1-112' THICK OR GREATER. 1X AND 2X BUCKS Expiration Date 02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER By
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miamr- a Fro act Contra
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
1/4" OTHERS) FULLY
pNY
MAX. THICK & 3400 PSI MIN., (DONE BY MUST
���� ...ILY...
' Z,
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT iS NOTTIGHT TO
1 iCEN&. -
'
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
= No. SB705
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
TI -
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION,
r (�
7E�bF-.7
r ; C� °tORIOP,. ' tiA`4Cf�
�// /OIVAL
A LYNN MILLER, P.E.
P.E.#58705
GENERAL NOTES AND MAP
SERIES 770 ALUM. SGD - LM IMPACT
,NTS
1-• 22
PGIU130
0
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 13
NOM.
PE
MAX
HEI
PER T
CONFIGURATIONS
AB
"MAX. UNII WIUIt-I
PANEL WIDTH A `
R TABLES 1 3 1 31 13
_J
8 9
1 13 t
�
UNIT
GHT 13 s 1
LES 1.3
MAX
... UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3,
MAX. UNff 13
HEIGHT
PER TABLES 1-3
9 fJ
F 2-PANEL
CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
` I �¢
1 Inc
& o MAX. UNIT
1%�B5 HEIGHT
t Lug PER
S 1 TABLES 1-3
POCKET;{
3-PANEL CONFIGURATIONS -
MAX. UNIT WIDTH
NOM. PANEL WIDTH A Ac c
PER TABLES 1.3 13
1
MAX. UNIT 1 c
HEIGHT 1 11
PER TABLES 1-3
i�E•77 imE'7 I im['-7 m
. I Xzq
5-PANEL CONFIGURATIONS
NO CHANGES THIS SHEE1:
N, VMCS, FL 3Q75
(eif)480.1600
CERT. OFAJM 92M
OpvrnBl 0O
- .R+rwwvusmres we
wirtonrsrtraamn '
CONFIGURATIONS NOTES: '
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
- LOCATIONS USING DETAIL'Jv?, "JI:",'KW OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
ter---,
{ 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
. OF ANY 2 STRAIGHT CONFIGURATIONS.
14 i a ny o :. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
•.{, Qy li
-'X" = OPERABLE PANEL,
i '0' = INOPERABLE PANEL, I
POCKET 'p" = POCKET � DETAIL LETTER .
-e= WOOD OR METAL INSTALLATION
c' = CONCRETE INSTALLATION
I—SHEETNUMBER
MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7'
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
C PANEL HEIGHT = DOOR UNIT HEIGHT -1.8W'
1 i
I'
1 J 1
19 19 I�ao
{j �N
{a�
POCKET { N
I
4-PANEL CONFIGURATIONS PRODUCT REVISED
1 3 1 3 as complying with the Flofida
Building Code
NOA-No. 17-0420.12
MAX. UNIT WIDTH Expiration Bate02/17/2020
NOM. PANEL WIDTH By
g Mlaml-Da roduct Contro
PER TABLES 1-3 c
r
{ ° a T 4./ to SEE
HEIGHT
C NOTE
I Q PER e s` 2 n11s
g�s TABLES 1-3 1a SHEET.
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
ALUM. SGD - LM IMPACT -
NTS 2 a 22 a PGT0130
* : No.58705
�700 T Tt, !
ONAL
A. LYNN MILLER RE
P." 58705
MAX
... UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3,
MAX. UNff 13
HEIGHT
PER TABLES 1-3
9 fJ
F 2-PANEL
CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
` I �¢
1 Inc
& o MAX. UNIT
1%�B5 HEIGHT
t Lug PER
S 1 TABLES 1-3
POCKET;{
3-PANEL CONFIGURATIONS -
MAX. UNIT WIDTH
NOM. PANEL WIDTH A Ac c
PER TABLES 1.3 13
1
MAX. UNIT 1 c
HEIGHT 1 11
PER TABLES 1-3
i�E•77 imE'7 I im['-7 m
. I Xzq
5-PANEL CONFIGURATIONS
NO CHANGES THIS SHEE1:
N, VMCS, FL 3Q75
(eif)480.1600
CERT. OFAJM 92M
OpvrnBl 0O
- .R+rwwvusmres we
wirtonrsrtraamn '
CONFIGURATIONS NOTES: '
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
- LOCATIONS USING DETAIL'Jv?, "JI:",'KW OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
ter---,
{ 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
. OF ANY 2 STRAIGHT CONFIGURATIONS.
14 i a ny o :. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
•.{, Qy li
-'X" = OPERABLE PANEL,
i '0' = INOPERABLE PANEL, I
POCKET 'p" = POCKET � DETAIL LETTER .
-e= WOOD OR METAL INSTALLATION
c' = CONCRETE INSTALLATION
I—SHEETNUMBER
MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7'
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
C PANEL HEIGHT = DOOR UNIT HEIGHT -1.8W'
1 i
I'
1 J 1
19 19 I�ao
{j �N
{a�
POCKET { N
I
4-PANEL CONFIGURATIONS PRODUCT REVISED
1 3 1 3 as complying with the Flofida
Building Code
NOA-No. 17-0420.12
MAX. UNIT WIDTH Expiration Bate02/17/2020
NOM. PANEL WIDTH By
g Mlaml-Da roduct Contro
PER TABLES 1-3 c
r
{ ° a T 4./ to SEE
HEIGHT
C NOTE
I Q PER e s` 2 n11s
g�s TABLES 1-3 1a SHEET.
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
ALUM. SGD - LM IMPACT -
NTS 2 a 22 a PGT0130
* : No.58705
�700 T Tt, !
ONAL
A. LYNN MILLER RE
P." 58705
{a�
POCKET { N
I
4-PANEL CONFIGURATIONS PRODUCT REVISED
1 3 1 3 as complying with the Flofida
Building Code
NOA-No. 17-0420.12
MAX. UNIT WIDTH Expiration Bate02/17/2020
NOM. PANEL WIDTH By
g Mlaml-Da roduct Contro
PER TABLES 1-3 c
r
{ ° a T 4./ to SEE
HEIGHT
C NOTE
I Q PER e s` 2 n11s
g�s TABLES 1-3 1a SHEET.
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
ALUM. SGD - LM IMPACT -
NTS 2 a 22 a PGT0130
* : No.58705
�700 T Tt, !
ONAL
A. LYNN MILLER RE
P." 58705
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
ALUM. SGD - LM IMPACT -
NTS 2 a 22 a PGT0130
* : No.58705
�700 T Tt, !
ONAL
A. LYNN MILLER RE
P." 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 t3 t 3 EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
PER TABLES 13 -1\ --_ pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
MAX. UNIT t t
HEIGHT,
96" OR 120"
m
iL7
i[7
m11
m
�El
m
m
m
r I
CAN BE OXXXp.
1 i
2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
1 c
OF ANY 2 STRAIGHT CONFIGURATIONS.
a
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
1
"
T i a
= OPERABLE PANEL,
X' "O" PANEL,
J�"p'
= INOPERABLE
= POCKET
CON
6-PANEL FIGURATIONS r
3 „t WDETAIL LETTER .
'W = WOOD OR METAL INSTALLATION
NOM.
PE
MAX
HEI
PER TA
W 'c' = CONCRETE INSTALLATION
SHEET NUMBER
i
Jc ' I DLO WIDTH = NOM. PANEL WIDTH - 7'
1c 1 DLO HEIGHT =DOOR UNIT HEIGHT - 10.125"
1 1 o Q o PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
I�cdy
POCKET 1
I
'ter----'
7-PANEL CONFIGURATIONS A f N 0 PRODUCT REVISED
1 1 3 13 as complying with the Florida
0.11ding Coda
NOA-No. 17-0420.12
MAX. UNIT WIDTH Expiration Date 02/17/2020
NOM. PANEL WIDTH I ° eo 13y— Da roduct Contre
PER TABLES 1
EL WIDTH
i[7�®ff7�k7
imiftUNIT
j
m
m
m
i�Fl
�F�7
m
r
GHT
ff.,
MAX UNIT
HEIGHT
PER TABLES 1-3
•
1B
1B 19
1 1
1
!crygg
POCKET
r
8-PANEL
CONFIGURATIONS:
.
-
' * :` NO.68705
,` sc
•
TEPr
1070 TECHNOLOGYORNE'
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EXAMPLE CONFIGURATIONS
`� •'
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SERIES 770 ALUM. SGD - LM IMPACT
I
JR OMOWf7 C NO CHANGES THIS SHEET.
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A. LYNN HILLEA, P.E.
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soa770 NTS 3 a 22 PGT0130
C
P.E.#SB705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7/16" NOM. 7/16' NOM. 7,
1' NOM.
3/16' HS GLASS 3/16" HS GLASS 3/16' HS GLASS
,090" PVB
.090" PVB 090' SG 3/16" HS GLAS
3/16' HS GLASS 74 3/16" HS GLASS 74 3/tt" AIR SPACE 74
e2 82 3/16" T GLASS
83
EXTERIOR 3GLASS EXTERIOR 3GLASS
(�-� 124.127 3/4° NOM.
BITE r BITE GLASS
BITE
EXTERIOR
80 80 a
79
64 84
56
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.
3116" 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 5116" AIR SPACE 74
82 ez 1/4" T GLASS PRODUCT REVISED
_ as complying with the Florida
31V NOM. 3/4" NOM. Bandiag Coda
EXTERIOR EXTERIOR 3/4" NOM. NOA-to. 17-0420.12
GLASS GLASS " 124-127 GLASS Expiration Date02/1712020
�T l BITE a BITE BITE By
EXTERIOR', Miam1-0a roduot Control
81
79
64 64
55
9/16" LAMINATED GLASS, TYPE G3A 9116" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
a�; • �10EN4 N�
P P
GLAZING NOTES: ; No.5g70b —
°ANN" = ANNEALED _
'HS' = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. '
'T"=TEMPERED ' "I ; Q;_
® 10707ECHNOLOGYMVE ' O STA 4CI
"PVB" = .090" TROSIFOL PVB BY KURARAY AMERICA, INC. ' T •.
"SG" =.090"SENTRYGLAe BY KURARAY AMERICA, INC.J94N. 1,aBea�, 34276 GLAZING DETAILS �`�''• <ORIDi..•'''����
.7Rer• SH7 �`"'c NOCHANGESTHISSHEET - - cERT.OFAU7H.WIM SERIES 770ALUM. SGD - LM IMPACT ""11710NALL�iE-NG`��
m.x"er uws m.mmt sN m"nmxremn. LJMT
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8GD•7, NT$ 4 m 22 PG -0130 C p.E]i 5810E
JR 10110114 �u namw�:sa�vm
GLAZING DETAILS
(G6, G6A, G7, G7A, G8 & G8A)
1' NOM. 7/16" NOM.
1" NOM.
3/16" HS GLASS
3/16" ANN GLASS
3/16" ANN GLASS
.090" SG
"-
.090' SG
3/16" HS GLASS
-:090" SG
3/16" ANN GLASS-
AIR SPACE
74 3/16" ANN GLASS
74
74 3/8" AIR SPACE
74
3/16" T GLASS
3H 6" T GLASS
—
02
83
- �
3/4" NOM. EXTERIOR
3/4" NOM.
GLASS 124727
3/4' NOM.
124127
GLASS C7
BITE
GLASS
BITE
PxrERioR
BITE
R
.-
�
a
30
a-.
,a _
1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
V NOM. 9/16' NOM. 1' NOM.
3/16" HS GLASS 3/15" ANN GLASS
.090' SG 1/4" ANN GLASS 090' S
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
1/4' T GLASS 114" T GLASS PRODUCT REVISED
as complying with the Plorida
83 83
- Building Code
: "'> ExrEaloR 3/4' NOM. 3/4' NOM.
3f4" NOMNOA-No. 17-0420.12
124-127 GLASS a GLASS124127 GLASS Expiration Date 02/17/2020
BITE BITE BITE By
EXTERIOR _ _ _ _ - - . Mlaml-Da Product Control
' EXTERIOR
79 a 79
55 54 - - 55
1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS;, TYPE 137A _1" LAMINATED I.G. GLASS, TYPE G8A
\�11ttlnnr77�i
i
GLAZING NOTES: >{ : No. 58705
ANN" = ANNEALED
"HS" —HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. %�O S g�I
"T'=TEMPERED i'n0'., .tORIDP•.•' ��
PVB' _ .090° 1ROSIFOL® PVB BY KURARAY AMERICA, INC. ro707ECHrrotDGyDR ve �� IS o `
"SG" _ .090" SENTRYGLAS� BY KURARAY AMERICA, INC. M �t,�1� 6 GLAZING DETAILS �i�7S/0' ENG;\��`
CERT. CFAIRH. 179M SERIES 770 ALUM. SGD-LM IMPACT �rrrNAL111�1�
JR� p04'D5H7 C 11ENO GIANGES THIS SHEEP. c�vmroHroam ® a„�, ae
A. LYNN MILLER, RE
JR tatat4 �, SGD-770 NTS 5 r 22 PGTOf30 C P.Easa706
I Tsnl = I.
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 &:3)
For comer astragal anchorage an SO' or 135' comer units, see sheet 11 -
Maximum DP for all sizes:
+601-80 psf
(May be limited by Table 1A)
Table applies to Glass Types 3,
3A, 5, 5A, 7, 7A, 8 & 8A and
the Stile/Astragal Types shown
below.
Door Unit Height '
e0•
84"
- -., g0"
_W
69-7/B" DLO
Anchor Group
73.7/9' OLO
Anchor Group
79 7/B" DLO
- -
Anchor Gaup
85-7/8' DLO, ,
Anchor Group -
A
I B
1 C
D
A
B
C
D
A
--B
C
• D
A
B.
C
D
HeadlSill
C4+1
C4+1
G3+1
C4+1
C4+1
Gl+F7+8
+1
04+1
1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
24'
Jamb
8
a
B
8
8
8
B
8-
a'..
8
B
- 8
B
-8.
8
DLO
P-hook
6+7
6+T
6+7
6+7
7+8
7+8
7+8
7+8 -
7+8r
7+8
7+8
7+8
7+8
7+8
7+8
aHead/Ss1
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
30,
23°
Jamb
B
8
8
8
8
8
8
8
8
a
8
8
8
8
a
v
DLO
P-hook
6+7
0+7
6+7
6+7
7+8
-7+8
7+6
7+8
7+8
7+8
7+8
7+8
7+8
-7+8
7+8
Head/S81
C4+1
04+1
C4+1
Cat+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+i
C�8+1
C4+1
3B°
Jamb
8
8
8
8
8
8
8
8
B
8
8
8
B
8
8
0-
DLO
P-crook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+e
7+8
7+8
7+8
7+6
7+8
7+8
Head/Sill -
C4+1
C4+1
C4+1
C4+1
Gt+1
C4+1
04+1
C4+1
C4+1
C40
C4+1
04+1
C4+1
04+1
C4+1
C4+1
E
42°
- Jamb
8
B
8
8
8
8
B
B
8
8
B
8
8
B
8
8
DLO
P-hook
6+7
6+7
6+7
8+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+6
7+8
7+8
7+8
HeadfSlll
04+2
C4+2
I C4+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2
I C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
48°
41-
Jamb
8
8
B
8
8
8
8
8
B
8
B
8
10
B
8
B
DLO
P-hook
a+7
6+7
8+7
6+87
7+8
7+8
7+8
7+8
7+g
7+8
7+8
7+8
1 7+8
T+B
7+8
7+8
SIII Height to Max. (+) DP
(Water Infiltration Rating)
SIII Riser Height
(+) Design
(Flat or Box, see
Pressure, Pat
Sheet17)
Flush-1-1/2"
see note 3
Low - 2-1/2'
+ 46.67
Medium - 3-1/4"
+ 60.0
High-4'
+50.0
SEE NOTES 13
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
DLO WIDTH =
TABLE 1A.
NOM. PANEL WIDTH-7"
3) 4', 3-1/4-AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. -POSITIVE DESIGN PRESSURES SHOWN IN TABLE f MAY
DLO HEIGHT =
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING W ITH THE CURRENT-FLORIDA BUILDING CODE (SEE
DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
PANEL HEIGHT =
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
DOOR UNIT HEIGHT-1.866"
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
OH LENGTH
OH RATIO 2 i
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P-hook
Lod stile @lamb
Straight Astragal
Assembly
Lockstile @, - :-.,
Straight Astragal
90' Astragal
Assembly
Lockstile @
90'Astragal
135' Astragal
Assembly
Lodatile @
115'Astragal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-dutyStlle
Heavy-dutySUle
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
°"'L—A-11-
aJ�LT '
Outside
-
insideComer' I l
-
Outside
Coiner -
Insi
Corner
Inside
Comer
Outside
Corner '
Part #60 (x2)
Part #60
Part #60
Part #60 (Stile)
Part #67 (Astragal)
Part #60
Part#61(Stlle)
Part #11B (Corner
Recelver)
Part #119 (Out)
Part #120 (In.)
Part H61 (Stile)
Parts #31 & #32
I (Corn. & Fxd Mount)
Part #61
N. VENICP, FL 34M
(9I1)460.1600
REVISED TABLE 1. CFRr. OFAUIX 92"
'i+odnrwxreallr
Mfa NQrM9raET}.PL' '- ,
-_ ALL WGiI/e /a3FAYt9
DPANDANCHORAGE
SERIES 770 ALUM. SGD - LM IMPACT
0 NTS 6 a 22 x4^av PGTO130
PRODUCT REVISED
as c mPlyIng with the Florida
Building Code
NOA-No. 17-0420.12
expiration Date 02/1 W2020
`�t1111111l1)rr
�•. • uceNSF • ;/��
Z. * - No. 58705
i�O•, A .•tV��
NG`s�
A. LYNN MILLER P.E.
P.E.# 68705
Design Pressure (DP) and Anchor Quantities Required, (fora# approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 801 or 135" comer units, see sheet 11
Maximum DP for all sizes: +601.60
(May be limited by Table 2A)
Table applies to Glass Types 4, 4A,
Door Unit
Height
80"
84°9
95"
102"
108°
4°
120"
6, BA, 7, 7A, 8 & 8A and the
StllelAstragal Types shown below.
68.718" OLO
73.7/8' DLO
79.7/9' DLO
85- /8" DLO
91.7/8' DLO
97-7/8" DLO
103-7/8' DLO
09.7/8' DLO
Anohor Group
Anchor Group
Anchor Group _
Anchor Group
Anchor Group
Amber Group
Anchor Group
Anchor Group
A
B
C
D
A
B
C
D
-A
I B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
O
A
B
C
D
Head/5
C4+
C4+1
C4+1
C4+1
CA+1
04+
C4+1
C4+1
C4+1
04+1
Gt+t
C4+1
+1
C01
C4+1
1
CA+
C4+1
+1
C4+1
C4+1
G1+1
04+1
CA+1
C4+
Cq+i
04+1
OU+
04+1
C4+1
C4+1
CA+1
24'
DLO
Jamb
a
8
8
8
8,
8
0
- 8
8
• e
8 .-
-6.,.
.8
8
8
8
10
10
10
10
to
10
10
10
10
10
10
10
10
10
10
10
P41ock
6+7
6+7
6+7
6+7
7+8
7+8
7+8
748
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+6
8+9
8+9
8+9
8+0
8+9
8+0
8+9
B+9
8+10
9+10
9+10
8+10
9+10
9+10
9+10
9+10
Heed/9W
04+1
C4+1
O1+1
GN
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
C4+1
04+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
04+1
GI+1
CA+1
C4+1
04+1
C4+1
CA+1
30"
DLO
Jamb
8
8
8
8
8
6
- 0
.8
.8
8
-8
B-
8
8
a
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
P-hook
0+7
6+7
6+7
6+7
7+8
7+6
7+8
7+8"
7+8
7+8
7+8
7+8
•7+8
•7+8
7+8
7+8
0+9
8+8
8+9
8+9
3+9
79
8+9
B+8
9+10
9+10
0+10
9+10
9+10
9+10
9+10
8+10
Head/Sill
CAM
C4+1
CA+1
C40
G4+1
C4+1
C4+1
C4+1
C3+1
C4+1
C4+1
C4+1
C4+1
C4+1
Gi+1
C4+1
C4+1
04+1
G4+1
C4+1
01+1
CA+1
C4+1
C4+1
04+1
CA+1
C4+1
04+1
01+1
G1+1
C4+1
CA+1
g 30,
�O
Jamb
8
8
8
8
8
8
'a
8
8
8
8
8
81
' B.
6"
8,
10.
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+6
7+8
7+8
T+8
7+8
8+9
8+9
8+9
8+B-
8+9
8+9
8+9
8+9
9+10
9+10
0+10
9+10
9+10
9+10.
9+10
9+10
Head/S9l
C4+1
04+1
04+1
C4+1
G4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
NO
C4+1
C4+1
04+1
C4+1
C4+t
G4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
G1+1
G4+1
CA+1
C4+1
C5+1
C5+1'
G4+1
C4*1
a 42'
Jamb
8
8
6
6
8
8
1 8
8
8
8
1 8 .1
8
.8 •
' e
e
8
1 10
1 10
10
1 10
10
lo-
10
10
10
10
10
10
12
10
10
10
DLO
P•hock
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+6:
7+8
7+8
7+8
8+8
8+9
0+9
8+9
0+9'
8+9
8+0
6+9
0+10
9+10
9+10
wo
9+10
0+10
9M0
8+10
Head/SOT
C4+2
C4✓2
04+2
C4+2
C4+2
04.2
04+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
CA+2
G4+2
CA+2
C4+2
CA+2
C4+2
C8+2
C5+2
C4+2
C4+2
C6+2
C6+2
C5+2
C5+2
C5+2
C6+2
f +2
C6+2
48.
41-
Jamb
8
8
8
8
6
8
8
8
8
8
.8 ,
8.
_ 10
, B
8
8
10
10
10
10
- 10
10
10
10
12
10
10
10
12
10
10
10
z
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+6
8+9
8+9"
8+9
8+9
8+9
8+9
B+8
8+9
B+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
64"
60'
DLO
Haad/Slll
C4+2
C4+2
C4+2
C4+2
04+2
C4+2
04+2
G4+2
C4+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
Not available In these SRt?S
Jamb
8
8
6
8
8
8
9
a
10
8
8
8
10
B
8
8
P-hook
6+7
6+7
a+7
0+7
7+6
7+8
7+
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+0
ULO
Headlslll
C4+2
C4+2
C4+2
ra+Z
CA+2
C4+2
G1+2
C4+2
C4+2
C4+2
C4+2
C4+2
C6+2
C4+2
C4+2
G4+2
Jamb
8
8
8
8
8
a
8
a
10
6
8
8
10
8
8
B'
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+6
7+8
7+8
7+8
7+8
7+B
7+8
7+6
7+8
7+8
rUrt tAAMYLt UN UOIIVU IACLC, OCC On= 1 0.
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL
2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP 1S 46.67 PSF MAX WHEN USING THE 3-114" SILL, TABLE 2A:
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A.
3) 4', 3-1/4-AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT nINFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
61JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
OH LENGTH I .
F
x
u rr
i of OH RATIO a 1
O �
INSTALLED. SEE NOTES 1-3 OH RATIO = OH LENGTH
OH HEIGHT
TUC Cnr r nIARKIP QTII C re AQTDAMAI TVOCC .Ql4Al l RF I.IQCr1. FnR TART F 7 r1FF QHFFTC 94 A 92 FAIR PART nlMFA1.Rlf)MS AMr-i SHFFTS iR A 14 PnR ASSFMRI Y nFTAII S.
Sill Helghtto Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
flush -l-11r
see note 3
Low-2-1/2"
+46.67
Medium-3-1/4°
+60.0
Htgh - 4"
+ 00.0
Iriterlock
P-hook
Lockstlle @ Jamb
Straight Astragal, .
Assembly
- "- Lockstile @ ":,
StraightAstragal
90' Astragal'
Assembly
Lockstile @
90'Astragal
135' Astragal
Assembly
Locksdle @
135°Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
Heavy-duty Stile__,
, Heavy-duty Stile
HeavydutyStile..:,
Heavy-dutyStle
Heavy-dutyStIle
Standard Astragal
- �-
Outside Comer`
Insidelde Corr
- -
O crier
comer ' . ,
Inside ��
Corner
Inside
Corne
Outside
Corner
Part 4161(x2)
Part#61
Part461
Part #61(Stile)
part #67 (Astragal)
.Part#61
Part #61 (Stile)
Part #118 (Comer
Receiver)
Part #119 (Out.)
Part #120 (in.)
I
Part #61 (Stile)
Parts #31&932
(Corn. & Pxd Mount)
Part#61 '
M
a.,nti,� CER7 OFAt!!N 9?a2Be I SERIES 770 ALUM. SGD - LM IMPACT
0405N7 C REVRED TABLE 2, REMOVED EXAMPLE.
cawsroxreamr ® e.wwat ere arm a1Nl4 m.ma wr: �� rasel� sOD•770 NTS 7 �+ 22 PGT0f30
ULU Vylu I rt =
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 Co..
NOA-No. 17-0420.12
Expiration D!�!R 02/17/2020
.%1"NY LYNN
Q� ; . 1,ICENgF •. �����
No.58705 •�
0 •.- IFNI.
T '•.
0, '(ORIDP••••G�=�
ONAL E,,
7"' "' `�
A. Ll. ILM P.E
PEA 58705
Design Pressure (DP) and Anchor Quantifies Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90' or 135, tamer units, she sheet 11 • _
Maximum DP shown below
(May be limited by Table 3A)
Table applies to Glass Types 4, 4A,
Door Unit
Height
Sir
84"
80"
96"
102.
108"
6, 6A, 7, 7A, a & aA and the
S10dAstragal types shown below.
69-7/6' DO
73.7/8" D
71W DLO
88.7/ DLO .
91-7/8° DLO
97-7/8 DLO
Anchor Gro
Anchor Gro
AnchcrGmup
AnchorGroup
.• -Anchor Group
Anchor Group
C I D
A B C D
A- B 1- C 1 D
A 1 B C I D
Dell n Pressure
+/-80.0 I -
•8 s
+- pa
17'
Head/SBI
CAt1
C4+1
C4+1
C4+1
'CA+1
C4+1
C4+.1
C4+7
C4+7
C4+7
C4+1
C4+1
C4+1
CA+1
CA+1
C4+1
C4+1
C4+1
C4t1
C4+1
C4+1
C4+1
G1+1
C4+1
�.
DLO
Jamb
8
8
8
8
B
8
B
B
B
B
a
B
8
;' 8"
'8
B
10
10
10
10
10
10
101110
P hook
6+7
6+7
6+7
6+7
7+8
7+8
748
7+B
7+8
7+8
7+8
7+8
7+8
7+B
7+8
7+8
8+9
8+9
B+9
8+9
8+9
8+9
8+9
8+9
Walgn Pressure
+A90.0 Psr
+/-82.6 psf
+/-76,0
psf
23'
Heetl/SII
C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
C4+1 C4+1 C4+7 CA+1
C4+1 C4+1 C4+1 C4+1
�„
DLO
Jemb
8
B
8
B
B
8
B
8
11018
B
B
10
8�-
-8
8
10
10
10'
10
10
10 10
10
r
v
P-tgok
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
B+9
8+9
B+1
A
8+9 8+9
8+9
DesIgnPressuns
+/y0,0
+/-82.5psf
+/-76,0 f
pt
29'
Head1SDl
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
04+1
C4+1
I C4+1
1 C5+1
1 C5+1
C4+1
C4+1
CS+1
C5+1
C4+1
C4+1
C6+1
C5+1 201
C4+1
a
36
DLO
Jamb
10
B
B
8
10
8
B
8
10
B
8
8
12
10
B
8
12
10
10
10
10
10 10
Io
P-book
6+7
1 6+7
1 6+7
1 6+7
1 7+8
1 7+9
1 7+3
1 7+8
1 7+8
1 7+8
1 7+8
1 7+6
1 8+9
1 8+9
8+9
B+9.
8+9
1 8+9
8+9
B+9
8+9
1 8+9 1 8+9
8+9
gDesign
Pressure
+/-90.0 psf
+/•82.5 sf
+/--75.D psf
35'
Head/SIB
C4+2 C4+2 C4+2 C1+2 C4+2 C4+2 C4+2 C4+2 CIZ2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 CS+2
C6+2 CS+2 C5+2 C6+2
C6+2 C5+2 06+2 C6+2
�„
DLO
Jamb
10
8
B
8
10
B
B
B
12
10
a
B
12
10
a
8
12
10
10
10
12
10
10
10
-P-hook
7+8
7+8
7+B
7+8
7+8
7+8
748
7+8
B+9
8+9
8+9
8+9
9
8+9
8+9
8+9
8+9
8+9
8+9
8+a
8+9
1 8+9
1 6+9
1 1
Des Plessme
+/�0.0 psf - :
See Mote A
+1-82.6 psf
+F75.0
psf
41'
j
HeadlShc
C6+2 C5+2 C4+2 C4+2 C6+2 C5+2 C6+2 C5+2 C6+2 C5+2 C6+2 C5+2
C6+2 C6+2 +2 C5+2h
2 C5+2 C5+2
2F12
C6+2 C6+2
C5+2 C5+2
48'
DLO
Jamb
10
B
8
B
12
10
B
8
12
10
Biel
14
12
8
8P-hook
7+8
7+B
7+8
7+8
8+9
8+9
8+9
8+9
8+9
8+9
B+9
8+9
9+10
9+10
+10
9+100
9+10
9+1D
9+10
9+10
9+10
9+10
NU I t A: +/-9U.U. Y.ti."h KJK IOLAJS I TYtA 9,@H, O, O/i, rA, a a on; *Ibr.1 rvrc uu�a� r r rc ,
�--EXAMPLE
ON SHEET 9
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE.BASED ON THE USE OF THE 4"--SILL.
DLO WIDTH =
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER
NOM. PANEL WIDTH - 7"
DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 910.d'PSF MAX'(NEGATIVVIE PRESSURES:
UNCHANGED). SEE TABLE $A. -- - - '
• DLO HEIGHT=
3) 4', 3-1W AND 2-1/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND
DOOR UNIT HEIGHT-10.125'
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA '
PANEL HEIGHT =
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT-1.866"
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED:
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED:
__ ._ __.. _......_ _�. _ _ . ___. _.. ,..._., ... ... .'...- ,..�.. -..., •.•..,,-.....-,- �.,�.-�-�.,, o .,o r.,o .,.or ,�a.e.ro,n.rc
nr.,n eucrrc �a A 4. ens ecevn,far V n=TArr c
Interlock
P-hook
LorJLsHte @Jamb
Straight Astragal
Assembly
Loclatile @
Straight Astragal
90' Astragal
Assembly -
Lockstile @
90'Astragal
135' Astragal
Assembly
Lockstile @
135'Astragal
Heavy-duty Stiles
Heavy-duty5tile
Heavy-dutyStlle
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStiie
Heavy-dutyStile
Heavy-duty Stile
Heald-duty5tile
Heavy-duty Astragal
Outside Comer
Outside
Corner
Inside
Comer
Inside
Corner
Outride
Insidelde Cor
Corner
Part#61(x2)
Part#61
Part#61
Part #61(Stile)
Part#68(Astragal)
Part#61'
Part #61(Stile)
Part#11B(Comer
Part #119 (Out)
Part 9120 (in.)
Part#61(StI10
Parts #31 
Part#61
-
Recehrer)
(Com. & Fxd Mount)
1079 TEM&OLOOYMA
-AL Vaw ;FL stm
fwrJ+e¢raoo;,�_
oORfadrtomp
REVISED TABLES, ADDED EXAMPLE CEAT.OFAUn.'aff 9
arc - ., rortwusraracm
' utmrananasrvm
SERIES 770 ALUM, SGD - LM IMPACT
BDanD NTS 6 - 22 �w PGT0130
TABLE 3A:
Sill Heightto Max. (+) OP
(Water Infiltration Rating)
SID Riser Height
(+) Design
(Flat or Box, see
Pressure, psi
Sheet 17)
Flush-1-1/2'
see note 3
Law-2-1/2'
+48.87
Medium - 341-V
+ 60.0
High -4'
+90.0
SEE NOTE$ 13
IOH LENGTH I-
2
a' .
= of OH RATIO a 1
O�
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Durrding coda
HOA-No. 17-0420.12
Expiration Date02/17/2020
1i : No. 58705
Tt ,B I oi�_. (V��
.,S,,OtVAL 11 tNG����
A. LYNN MILLER P.E.
P.E.# 58705
SEE
SPLICE
NOTE,
THIS
SHEET
24" MAX.
O.C.
24" MA
O.C.
48"
NOM.
PANEL
WIDTH
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF:
SEE °C5' CLUSTER
JAMB
REQUIRED @
(9)PHOOKANCHORS,
(PERPENDICULAR TO GLASS
SEE'C5'CLUSTER MAX. UNIT WIDTH ..
SEE "C5' CLUSTER DETAILS,
DETAILS, SHEET 10
FOR ASTRAGAL
EXTERIOR
PLANE SEE TABLE 2, SHEET 7
)
DETAILS, SHEET 10 FOR REQUIRES'C6" SHEET 10 FOR INTERLOCK
INTERLOCK.
24'D.C.
POCKETS AND
SEE POCKET (10) P-HOOK
48" NOM. CLUSTER; SEE
DETAILS, SHEET 11
PANEL WIDTH x
x
JAMB
r-_
MOUNTING 1 -
- x
_ x... K
x
. ,
x x x xx
x x
x
0' MAX
INSTALLATION, ADAPTER I 6" MAX
�° x x
x x x x
x
x xx x
x
x x
x
x-�(
1
THIS SHEET ANCHORS MIDWAY i
I
O i L Y MAX•
&SHEEP
14 BETWEEN P-HOOK I
l o l =
4 PAIRS OF
'• 1`..'.,
ANCHORS & AT 3° i
FROM TOP &
x'-FRAME
x
x
ANCHORS
i 14' MAX�i
BOTTOM
o
m
o
ANCHORS
96"
21°MAX.
(TOTAL 8
lid
lol
UNIT
O.C.
ANCHORS
"MAX TO OPENING &
I ®I
i
n
®= P-HOOK
HEIGHT
PER JAMB)
EDGE OF POCKET SEE 1 a
INSTALLATION
I®I
o1-,
i 14 oc
p
ANCHORS
x
"i
( SEE JAMB
DETAIL
END PANEL
DETAILS'Jc'&'Kc, I i
SHEET 14 & PART C
®'
o{—
i I
Z
O=P-HOOK
i
BELOW)
i
`J' �
®�
iOi
%0
MOUNTING
x
-ANCHORAGE
(2 ANCHORS)
DETAILS &'K, i j
SHEET 19 FOR 1 �--1�
j
��, r 3' MAX.
1
ADAPTER
ANCHORS
-11
"+2"
P-HOOK L------e ---
ANCHORS END PANEL
o-}j
x, x
x x
x
- x
x x
r
x
x x
x
. Si .� END PANEL
ANCHORAGE
ANCHORAGE
x, x x
`�-,.
x x
x' x x
x x x
, x x x
x x.+2.
8" MAX, ANCHORAGE (SEE
SKETCH BELOW)
(SEE SKETCH BELOYi�'-
+2' +2. +2' ANCHORAGE
'+2'
CENTERLINE
8' MAX., TYP.
ANCHORAGE ANCHORAGE ANCHORAGE
ANCHORAGE
OF PANEL 1
2.04"
EXAMPLE: 5-PANEL, 2 TRACK, 90" OUTSIDE CORNER-pXX/XXO -EXT. MOUNT POCKET ANCHORAGE PLAN:
48" x 96" NOM. PANELS, ANCHOR GROUP q IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)
6'
SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES:",
NON-STRUCTURAL
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, SHEEP 10
TABLES,
TABLES, SHEETS "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.
CENTERLINE
JAMBS & P-HOOKS: 6' MAX. FROM BOTTOM, 21" MA)
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
EXrER*RHEAD OR SILL IF A SPLICE
21'
OCCURS AT THE P-HOOK.
MAX
O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
5.64"
Expiration Dat 2/17/2020
6" MAX.
By
Ml.,"; roduct Control
R
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 42-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2" ANCHORAGE ANCHOR PAIR
REQUIRES SEE'C5" CLUSTER END PANEL
"C6" CLUSTER SEE CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORAG
DETAILS, SHEET 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) ►{ 8'
4-051" � I 1 --►-1 1 I__ 3.5" I 1 - I MAX.
\gNY LYIyN'i..
a _ F',
CENTERLINE CENTERLINE CENTERLINE 2 * ; No. 58705
ZEXTERIOR�OFPANEL3: +2"ANCHORAGE'; "OFPANEL 4 "+2'ANCHORAGE I OF PANEL 5E SHEET 11 FOR OTHER INTERMEDIATE ANCHORS`
- -
N-voc�r� s4s>a.,, :G,�' -• sr rE
. '= - _ •. tetl�esa�soo••'.•• ANCHORAGE SPACING &EXAMPLEPLANS ;�F3, •.,!�tDRroi;,.•� ����
'R '0'�W1r I c coRRECTMEXAWI.ETOUPDA MD ANCHOR VALUE& 4 •r CERTOFA'm'n=6 SERIES 770ALUM.SGD-LMIMPACT
amw,er: o a ammo covmroxre»n.are
s�mama oe.eA. L�toiS hlll.� i. P.EJR i0110114 - __son.-TTo NTS 9 o 22 PGT0130 C REA58705
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL ORSPLICE LOCATION
{
INTERLOCK--1—INTERLOCK 1F NEEDED INTERLOCK-1 CONDITION, USE IF NEEDED
CENTERLINE
CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) 1 1.7
3.5° 7" 7•
"
1.75" 3.5
*2.04.
"D G.
2.3.5" 7EXTERIOR V DIAG. r; `' EXTERIOR T 3.5°
EXTERIOR J�L 7"
v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL
Q ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK- ` CcD ASTRAGAL OR INTERLOCK___
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER.- _. . (USE WHERE 6 CLUSTER
ew unoe A= wcnl aaFn "T`.d"I ANCHORS ARE REQUIRED. "(J5.1 . - . ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK ---IF NEEDED
CENTERLINE I
o
4.08
EXTERIOR 7"
3-TRACK FRAME HEAD/SILL
(Q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4')
ASTRAGAL OR SPLICE LOCATION
INIERLOOK-1--IF NEEDED
CENTERLINE
EXTERIOR
b
4-TRACK FRAME HEADISILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'Ce)
JRr 10~1 I - C I NO CHANGES THIS SHEET:
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE.
CENTERLINE I 'C6- CLUSTER DETAIL)
2.04'
4.09'
EXTERIOR E) 4"DIAG.
3--TRACK FRAME HEADlSILL
ASTRAGAL OR INTERLOCK .
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE 1 .�° CLUSTER DETAIL)
4°
EXTERIOR
lu
4-TRACK FRAME HEAD/SILL
(a� ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER .
ANCHORS'ARE REQUIRED, "C5')
N. VENICE, FLa02Ta
(Wl)4a04E00.
CERT. OFAUTH. #2a=
ASTRAGAL ORL_SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE 1__ a a.. --
ARE REQUIRED, "061
B' DIA
Ell 1.04"
EXTERIOR
21'
MAX.
O.C.
5.64'
MAX.
f2-TRACK
21'
MAX.
O.C.
6'
�1
FRAME JAMB
L
6" MAX
ANCHOR PAIR
—
I 4-TRACK
6" DIAG. FRAME JAMB .
c EXTERIOR ANCHORPAIR
2 04"
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX. TRACK (INT. SHOWN)
O.C.
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
6' MAX. 2. FOR HEAD OR SILL SPLICE
1}---- LOCATIONS/ANCHORAGE AT
I 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHOR PAIR PRODUCT REVISED
ASTRAGAL OR (FOR SPLICE FOR SPLICED
CONDITION, DO NOT CONDITIONS ONLY:
INTERLOCK USE THIS DETAIL) SPLICE LOCATION
CENTERLINE , �IF NEEDED
s-5" If --1 3.5" 1+
2.04" 4" DIAG. 2.04"
4" DIAG.
3'
I 2.04"
EXTERIOR ']" 3.5" 3.5°
44RACK FRAME HEAD/SILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, -C6')
WITH'& WITHOUT SPLICE CONDITION
ANCHORAGE, EXAMPLE CLUSTERS
SERIES -770 ALUM. SGD - LM IMPACT
® SGD-770 NTS I W 1 22 1 PGT0130
as comp)yIn with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Da a 7/2020
NA/1
��`C1� • OGENS�
X}P• No.88705
STA 0
i�C�51••-:�ORION \N
ZOAfAL tENG``�
A. LYNN MIUFR, P.E.
REX 58705
2,04" 2.04°
INTERIOR 2•04° INTERIOR 2•014" °+1'ANCHOR
INTERIOR INTERIOR
4" DIAG. 4° DIAG. 8.94"
6.12" 6.12" 3.5 3.5'
INTERIOR 3• ° INTERIOR 90 3, 7° 1TERIO 1 " _ INTERIOR 1 ,
CENTERLIEXTERIOREXTERIOR4' DIAG. 4' DIAG.
OF PANEL
NE
I J - F
2,04" EXTERIOR
R /\J�
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, °G
4.08"
INTERIOR
4"
INTERIOR ,-\
4.08"
Ic
4-- I —►� 3.5° 4'
2.04" Iw 7"
EXTERIOR
90' CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
EXTERIOR
1 I ---I 3.6-
2.04° J EXTERIOR 4°
136` CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, ° CV)
INTERIOR-.'7.41'
z T
EXTERIOR 3'S° \ 14"
7"
90" CORNER
3-TRACK FRAME HEAD/SILL
(-CgT ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR .6.12"
4.08'
I ' ,i' —►I 3. �}-
EXTERIOR I-- 7- �I�\` 4°
135°.CORNER
3-TRACK FRAME HEAD/SILL
(-CgT ANCHOR CLUSTER REQUIF
AT ALL 3-TRACK CORNERS)
nlr3:Tr.T
2.
,1 r
EXTERIOR
INTERIOR
-I
11mmm ►.wllmlll - •
2.Od° J 1--- 3 4° 71
EXTERIOR
- 4° DIAG. / -+-1 3.5" -
EXTERIOR -, . 4-
90° CORNER
135" CORNER
4-TRACK FRAME HEADISILL
4-TRACK FRAME.HEAD/SILL
(-CgT ANCHOR CLUSTER REQUIRED-
(°C8° ANCHOR CLUSTER REQUIRED.
AT ALL 4 TRACK CORNERS)
AT ALL 4-TRACK CORNERS),.• ;,,
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
T0707ECHNOLOGYMME'
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
H. ✓EN10E Fr 807/B
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
W�9°� 1800
' JR aIc
M05/17
O—
aex,acC
CHANGES THIS SHEET.
NO C
CERT.OFAURLAMN .�
4"
z.oa• 7-
EXTERIOR 6.94"
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, 'C6°)
4.08" •+1"ANCHOR
EXTERIOR
5'
CENTERLINE
Q OF PANEL
INTERIOR ON
°+2" ANCHOR
EXTERIOR _ .
. VIEWS
4" DIAG.
2.04°
k12" 3.5'
CENTERLINE
Y OFPANEL
.04" +3' ANCHOR
4.08"
EXTERIOR
3.5" I
2.04" CENTERLINE
�OF PANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
ANCHORAGE, EXAMPLE CLUSTERS
SERIES 770 ALUM. SGD - LM IMPACT
srmr�s scdc
SGD-770 NTS 1 11 m 22 POT0130
"+2" ANCHOR
2.04° 4" DL
3.5" I
CENTERLINE
OF PANEL
'+31 ANCHOR
2.04" 4' DIAG.
3.5"
7"
I� CENTERLINE
I OF PANEL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
as complying with tho Florida
Bw7ding Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
Illilll/
LYNA,
No. 58705 • � �
��O '• sTd 'oFl I �•�tu�;
.;2oRIOP•.•''
S�ONAI L ENG``•
A. LYNN I S iLLER, P.E.
PARS8705
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1. EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
EDGE DISTANCE:- EDGE DISTANCE:
j�"�TAB�E1SEE TABLE A, SHEET 1 SEE TABLEA,SHEET1
EXTERIOR 2-1/16""114"S M EXTERIORgSH M EXTERIOR
���..�.�. a 77111 a �-,
SEE TABLE 1 —I I I ,{� '
SHEET A.
L/
2XWOOD WOODANCHORTYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
2--TRACK FRAME HEAD
\A.j WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEEANCHOR
NOTE 6, SHEET
1 (1/4" MAX.) T} 1
EXTERIOR 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A SHEET 1
2-TRACK FRAME SILL
Ow WOOD INSTALLATION
EMBEDMENT: SEE
1
TABLE A, SHEET 1
—J
2X WOOD
EDGE DISTANCE:
TYP., SEE ANCHOR
SEE TABLE A,
NOTE 3, SHEET 1
SHEET 1
2-0/16—
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR I O
1/4" MAX. SHIM I "—
2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
,NO
2X WOOD WOOD ANCHOR TYR, METAL TYP., SMS ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3. SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
WOOD INSTALLATION � METAL INSTALLATION
,,,—MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
114" 1. ALL DIMENSIONS
MAX, SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PER TABLE A.
SHEET 1.
WOODANCHORTYP., 2X WOOD SMS ANCHOR TYP., METAL TYP.,
SEE ANCHOR NOTES TYP .,SEE ANCHOR SEEANCHORNOTES SEEANCHOR
& TABLE A, SHEET 1 NOTE 3 SHEET 1 & TABLE A. SHEET 1 NOTE 4, SHEET 1
SEE SEE
ANCHOR ANCHOR
NOTE 6, NOTE S.
SHEET 1� I SHEET 1
(1/4' MAX.)
EXTERIOR EXTERIOR I
2-1116 - �2-1/161'
EDGE DISTANCE:
SEE TABLE A, SHEET 1 _
EMBEDMENT: SEE TABLE"A, SHEET 1
®3-TRACK FRAME SILL ®4-TRACK FRAME SILL
Ew WOOD INSTALLATION Fw METAL INSTALLATION
EMBEDMENT: SEE
• DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
DETAILS, SHEETS 10 & 11.
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A SHEET 1
" TABLE A SHEET 1 PRODUCT REVISED
as complying with the Florida
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
2XWOOD
O
SEE TABLE A,
TYP., SEE ANCHOR
SHEET 1
NOTE 3, SHEET 1
2-1/16"
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
3-TRA6K FRAME JAMB
Nw -WOOD INSTALLATION
' 'A. " .Il. VEMC� A. Si2T6. '
7,-vc 80.1600 IIL I��J Jam_
CERT.OF" P�79B I I I 1
Building Code
NOA-No. 17-0420.12
EDGE DISTANCE: SEE TABLE A. Expiration Date 02/17/2020
METAL TYP., SHEET 1 ey
SEE ANCHORJ, I MIa a roduct Control
NOTE 4, SHEET 1
2-1/16""
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN.OF3
EXTERIOR
THREADS
BEYOND THE
IIII
��
n
METAL
����`2pNYLY�yN�.,��'
UCENS ' :�C
`
�j
SUBSTRATE
1/4" MAX. SHIM Imo—
4--TRACK FRAME JAMB
Iw METAL INSTALLATION
No. 58705
0 -
Fs '•F<T�O[RIDI�,•-'����
iON1A'''L11 ``ENG`��
A. LYNN MILLER.P.E.
p.E # 58705
•
ANCHORAGE DETAILS
SERIES 770 ALUM. SGD - LM IMPACT
wino ' '
-
NTS
sore
12 N 22
a.+.v
PGTOi30
rar.
C
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
EDGE DISTANCE: SEE
EDGE DISTANCE:
EDGE DISTANCE:
1. ALL DIMENSIONS
CONCRETE
TABLE A SHEET 1 CONCRETE
SEE TABLE A, SHEET 1 CONCRETE4t�
EE TABLE A, SHEET 1
SHOWN ARE BASED
PER TABLE
2-1l16" • PER TABLE
;z_y'/18• • PER TABLE2.1/1g"+
ON MIN. ALLOWED.
A, SHEET 1
A, SHEET 1
A, SHEET 1
1/4"
•DIAGONAL O.C. IS
EXTERIOR
•� .?',
''+-'t.�r';- ' •"* :
-
MAX
MIN 4• (HEAD & SILL)
a
rr-1
SHIM
OR 6• (JAMB) SEE
1/4" EXTERIORExTFRIORSEE
1/4" . t
Flr]FEMBEDMENT:
S, SHEETS
TABLE A,
MAX
MAX•SHEET
0&11
1
SHIM `r
SHIMPROPERLY
SECURED 1X
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETEANCHORTYP.,
CURED 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
FRAME
NCTEA
COCRETEE NSTALLATION
NI
eCOONCRETSTALLATION
CCONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR N"SHEIETI
WOOD BUCK TYP., SEE
SEE ANCHOR NOTES &
WOOD BUCK TYP„ SEE
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A,
CHOR NOTE 3, SHEET 1
TABLE A, SHEET I
ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHOR
SEEANCHOR
SEE ANCHOR
NOTE 6, SHEET
NOTE 5,
SHEET1
NOTE5,1
SHEET1�
(1/4"MAX-)
(1/4• MAX)
- _ :. >, ,-
(1/4" MAX.) ,,..
- - • ^,..
j-
EXTERIOR 1
-
EXTERIOR
�' `
EXTERIOR
- - i
a
_
a
a
CONCRETE
2-1/16" •
2-1/16"
'
2-1116' `
PER TABLE
EDGE DISTANCE:
-CONCRETE'
EDGE DISTANCE:
CONCRETE
EDGE DISTANCE:
A, SHEET i
SEE TABLE A, SHEET 1
PERTABLE
SEE TABLE A,IHEE .I _
PER TABLE
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE
A, SHEET 1'
A. SHEET 1 EMBEDMENT: SEE TABLE A SHEET 1
A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK
FRAME SILL
aa3zTRACkFRAMESILL
4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION
- Ec CONCRETE' INSTALLATION
Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
: f
EDGE DISTANCE:
PROPERLY SECURED
SEE TABLE A,
1X WOOD BUCK TYP.,
SHEET 1
SEEANCHOR NOTE 3,
SHEET 1
_
CONC./CMUANCHOR
%
2-1/16"'
TYP., SEE ANCHOR
NOTES & TABLE A.
SHEET1
CONCRETE
EXTERIOR
OR CMU
�
I.
R TABLE
1/4" MAX. SHIM -
I
A, SHEET 1
A, SHEET
2-TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION
NO CHANGES THIS SHEET,
EMBEDMENT: SEE
TABLE A, SHEET 1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET 1
PROPERLYSECURED `
1X WOOD BUCK TYP.,-
SEE ANCHOR NOTE S,
SHEET 1
EXTERIOR
1/47 MAX. SHIM
EMBEDMENT: SEE pR0
TABLE A, SHEET 1 ~ DUCT REVISED
as compsyln with the Florida
Building Code
NOA-No. 17-0420.12
EDGE DISTANCE: Expiration Date 02/17/2020
EDGE DISTANCE: SECURED SEE TABLE A,
SEE TABLE A, PROPERLY_ WOOD BUCK TYP., SHEET 1 By
SHEET 1 SEE ANCHOR NOTE 3, Miami Da duct control
SHEET 1
CONCJCMU ANCHOR
<:` 2-1116"
T TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET
CONCRETE
CONCRETE
' OR CM
OR CMU EXTERIOR
*:: PER TABLE
PER TABLE
f
A, SHEET 1
A, SHEET 1
1/4" MAX SHIM
F� -
IE JAMB 4-TRACK
FRAME JAMB
AU INSTALLATION \LcJ CONCRETE/CMU
INSTALLATION
1Q70 TECHNOLOGYDRM
N. VENICE FL 04275
'(941)480.16W
CERT:.OFAUT4( M9M
FRIES 770 ALUM. SGD - LM IMPACT
�mdt a�a.aow
sGD-no NTS 13 d 22 1 PGT0130
MMANW,
• `�� ���NT � I Ivry�i �,��
1,10ENo ••, ��� is
No, 58705 113
i,�s •'•F�ORIDP,. X
A. LYNN MILLER, P.E.
P.E& 58705
INSTALLATION DETAILS NOTES:
1. ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693" MIN. ON MIN. ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS
WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE
0 o SEE ANCHOR NOTES ANCHOR TYP., SEE PURPOSES ONLY. SEE
EMBEDMENT: & TABLE A, SHEET 1 2e ANCHOR NOTES & TABLE A, SHEET 1 FOR
:.,-N ALL APPROVED
SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1
SHEETI +..::i..:� :..: SUBSTRATES.
ILLUSTRATION, SHEET 9) _' 1-1/4° MIN. EDGE DISTANCE
DISTANCE: SEE EXTERIOR 3. SEE TABES 1-3,
TABLE A, SHEET 1 EMBEDMENT: '" :r�.: j SHEETS 6-8 FOR
SEE TABLE A .i REQUIRED P-HOOK
' Z.
�` ` _ P•HOOK MOUNTING
28 I SHEET 1 ::'. ••! 1, ADAPT CONCJCMU AND P-HOOK
ExrERioR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., ANCHOR TYP., SEE
SEE ANCHOR NOTES V ?-HOOK :: •< • " , :'• •'..t ::•. ANCHOR NOTES &TABLE ANCHOR QUANTITIES.
& TABLE A, SHEET 1 ; ' CONCRETE OR EMBEDMENT. SEE A, SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693" MIN. CM PER TABLE . TABLE A, SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1 ILLUSTRATION, SHEET 9)
®P-HOOK FOR USE WITH FLAT SILL RISERS ® P-HOOK FOR USE WITH ANY SILL RISER
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 TYR, P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU
NOTE 4, SHEET 1; EMBEDMENT: SEE ADAPTER SMS
MIN. OF 3 THREADS TABLE A. SHEET 1 ANCHOR TYP., SEE CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE
ANCHOR NOTES &TABLE
BEYOND THE METAL ANCHOR NOTES A, SHEET 1 �.. ;
A, SHEET 1
SUBSTRATE 28 & TABLE A, SHEET I �,`•.: e:-'• -'':: •:..;. f. ; : r;,;' .:;(ALSO SEE TYP. PRODUCT REVISED
EMBEDMENT:
(ALSO SEE TYP. i t. ;:' :.; ; :•, : �'.. ILLUSTRATION, SHEET 9)
SEE TABLE A, •:,, 4 as comp)ying with the Florida
ILLUSTRATION, :' r .: -. ., guilding l odo
EMBEDMENT: SHEET 9) SHEET 1 f : ; > NOA No. 17-0420.12
SEE TABLE A, EDGE DISTANCE: SEE i • T ^. .`;.' ExpImflon Da_UL0211712020
SHEET 1 B E A, SHEET 1 "• -• ' `'' ".'. •:r " 1.1/4'MIN. EDGE DISTANCE
P-HOOK SMS ANCHOR TYP., / EXTERIOR
SEE ANCHOR NOTES J
& TABLE A, SHEET 1
P-HOOK CONCJCMU� EXTERIOR
1l,
ANCHOR Tl , SEE 35P v
ANCHOR NOTES &
(ALSO SEE 2.693";MIN:
TABLE
A, SHEET 1 MIN.
T 9)P.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
• -
(ALSO SEE TYP. EDGE EDGE DISTANCE
ILLUSTRATION, SHEET 9)
�lu,nlurlj
P-HOOK FOR USE WITH BOX SILL RISERS
®w PARTS #19, #21. #23 OR #25;
-
P-HOOK FOR USE WITH BOX SILL RISERS
Ka
........ r1yj
EXTERIOR =
PARTS #19. #21, #23 OR #25.
`�(��•
`I SF '•�l
METAL INSTALLATION
CONCRETE INSTALLATION EXTERIOR
F
(SEE TABLES 1A, 2A & 3A MOUNT
(SEE TABLES 1A, 2A $ 3A MOUNT
No. 511705
FOR WATER RATINGS) ONLY
FOR WATER RATINGS) :.. ONLY
= *_
=�0: -
' 1070 TE HIVOLOGYOPoVE
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ANCHORAGE DETAILS
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A LYNN MILLER, P.E.
P.E.#58705
CONFIG. EXAMPLES
HEADER DETAIL 'A,
SHEET 18; INSTALLATION
DETAILS `AW &'Ac',
NOTES: SHEETS 12 & 13� `
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 MAX
INSTALLATION DETAILS. PANEL
2) (1) LOCK (ITEMS 75 & 107-110) AT HEIGHT
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; 7
INSTALLATION DETAILS
'Dv/ &'Dd. SHEETS 12 & 13
#10 X 1-1/2"
PH SM§
PANEL CORNER
DETAIL
so•
EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
FRAME CORNER
DETAIL
Part#
Description
Material
124
Kommeding 4SG TPS Spacer System
125
Quanex Super Spacer n)(T with Hot Melt Butyl
See this
Sheet fir
126
Quanez Dureseal Spacer
Materials
127
Cardinal )a. Edge Spacer
1 1-=KCNV = 1 M3 I M—UMIQ; r I L- 11r, W 40—
NOM. PANEL WIDTH
.TYP. PER TABLES 1-3
JNIT
iHT
R
.ES
I
STRUCTURAL
STRUCTURAL SILICONE
POLYISOBUCTURALTYLENE 1/4' NOM. FOAM
W
WITH DESICCANT
DESICCANT
T
• EXi. GLASS EXT. GLASS--v
is.
EXTERIOR
90"
CORNER DETAIL T12%
SHEET 19 & CORNER
ANCHORAGE SHEET II
INTERLOCK DETAIL
V, SHEET 19
EXTERIOR INTERIOR
JAMB DETAIL'GT, SHEET
18; INSTALLATION DETAILS f
'Gw' &'Ge, SHEETS 12 & 13
DLO WIDTH = NOM. PANEL WIDTH -7'
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866'
,,r-HOT-MELT BUM
INT- GLASS G(U/ —INT. GLASS
lza KODISPACE 4SG TPs'' +7s SUPER SPACER@NXTTM
ALUMINUM
REINFORCEMENT°-POLYISO- DESICCANT FILL AREA
. BUTYLENE 6118' NOM.
5/18'NOM. SEAL
BUM & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXr. GLASS _
EXT.GLASS
INT. GLASS _ INT. GLASS
@ DURASEAL@ SPACER +z7 XL EDGET"SPACER
N veNfCJv FI.3dT/5[AxANCHORAGE DETAILS / EXAMPLE ELE
(8 wc& F160D _
GMr, OFAUn1. IMIN SERIES 770 ALUM. SGD - LM IMPACT
W.170 NTS 15 d 22 POT0130
PRODUCT REVISED
as comp r with the Florldn
Building odds
NoA-No. 17-0420.12
Expiration Dajw02/17/2020
LrlVrv4'/
* : No. 58705
%AO;k\'. STA��`
i
. ....IDP • ����
701VALLEND\'
A LYNN MILLER, P.E.
RU 58706
CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
M', SHEET 19 OPERABLE JAMB DETAIL'03', SHEET 16;
INSTALLATION DETAILS'Gw' &'Go', SHEETS 12 & 13 MAY,
X D JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W, SHEET HEADER DETAIL'A', SHEET 18; DLO
SHEET 18; INSTALLATION DEfAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW &'Ae, WJAMB DETAIL'GT, SHEET
DETAILS'GW &'Ge, L2, SHEET 19 'AV &IDT
'Ae. SHEETS 12 & 13 SHEETS 12 & 13 P 18; INSTALLATION DETAILS
SHEETS 12 & 13 90° , , 'Gme &'Ge, SHEETS 12 & 13
PANEL
PANEL
TYPE
TYPE
D'
'A'
SEE
NOTE 2,
15
A
aHEET
..
(
I
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
MAX.
,A,
'CS'
OS'
'K'
MAX
UNIT
UNIT
HEIGHT
SILL DETAIL
NOM.
HEIGHT
PER
'D', SHEET
/
1
PANEL
/
SEE
PER
TABLES
18;
MAX.
WIDTH TYP.
TABLES
1-3'
INSTALL
DLO
PER
NOTE 2,
1-3
DETAILS";
HEIGHT
TABLES 1-3
SHEET 16
SHEETS 12
a
-&13,
X
X
X
X
SEE FRAME & MAX UNIT WIDTH,. J
PANEL CORNER SILL DETAIL'D',SHEET 18; MAX. UNIT WIDTH I
CONSTRUCTION EXAMPLE: OM INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dw' & roc', SHEETS 12 & 13 EXA PLE: 90' OUTSIDE CORNER -)OM (2-TW
ASTRAGAL DETAILS'L7' JAMB DETAIL IT, SHEET 18;
& INTERLOCK DETAIL'M', SHEET 19 -. INSTALLATION DETAILS'W &
L2, SHEET 19:� r 1 INTERLOCK DETAIL'M; SHEET IS- '10, SHEETS 12 & 13�
HEADER DETAIL. 1
J� AMB DETAIL'HZ', SHEET P-HOOK DETAIL 'J' &'K', SHEET B', SHEET'18; : ;.
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
'HW &'Hd, SHEETS 12 & 13 Qe,'Kw' &'Kc', SHEET 14 DETAILS BW &'Bc', DETAILS W/ &'Id, SHEETS 12 & 13
SHEETS 12 & 13
MAX
HEIGHT
P
tAAMF'Lt: UAAXp .
(3-TRACK, RIGHT POCKET)
SILL DETAIL'S', SHEET 18;-
INSTALLATION DETAILS
'EW &'Ee, SHEETS 12'& 13
I JR 1 04)V07 1 C I NO CHANGE ms sHEtT. I
CERT. OFAUTA 0=98
I- - MAX UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
MA
NOM.
UN
1
PANEL
HEIC
WIDTH TYP.
/
PE
SEE
MAX.
PER
TAB[
—NOTE 2.
DLO
TABLES 1-3
1•:
SHEET 15
HEIGHT
X
X
X
0
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
EXAMPLE E
SERIES 770
sso-no I
IA INTERLOCK DETAIL
I/- v. SHEET 19
90' OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNER ANCHORAGE
SHEET 11
INTERIOR
EXTERIOR
NOM.PANEL
WIDTH TYP.
PER TABLES
UNITWIDTH 1-3
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'CW &'Cc', SHEETS 12 & 13
C
r
HT
t
ES
SILL DETAIL'F, SHEET 18,
INSTALLATION DETAILS
'FW &'Fd. SHEETS 12 & 13
L SGD - LM IMPACT
16 + 22 -,�PGT0930
PRODUCT REVISED
as complyingy with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Irate 02M 7/2020
• �,�111111111r 7
Q' NO.58705
i7AAL1ENG���
A LYNN MILLER P.E.
P.E.858705
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PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
j
,R,
.L.
,M,
,F,
I
.UNIT
NOM.
g °
R
WIDTHETYP
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
INTERLOCK
SINGLE
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FIXED
STALE
LOCKSTILE
ASTRAGAL
ASTRAGAL
ASTRAGAL
BOX OUT
ASTRAGAL
. BOX IN
INTCORNER
90 LOCKSTILE
EXTCORNER
90 LOCKSTILE
EXTOORNER
90 RECEIVER
INTCORNER
90 RECEIVER
EXTCORNER
EXRECEIVER
EXTCORNER
35 RECEIVER
INTCORNER
36 RECEIVER
TYPES
OUT
IN
W/ HANDLE
BOX OUT
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w/HANDLE
WI HANDLE
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PANEL NOTES:
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D 0
1. SEE DP TABLES 1-3, SHEETS15-8-FOR PANEL
ASTRAGAL
A 1
IN
LEFT'
I OR RIGHT
SIZES &DESIGN PRESSURE.
,
ll
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
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W/HANDLE
c�xro
PANEL
_RJR PANEL
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�—
ASTRAGAL
T
U STILE
_ STILE
AND ARE NOT AVAILABLE.
V)
. BOX OUT
(60X01lq
MUM)3.
90" ASTRAGALS TO USE HEAVY-DUTY STILES
U-
ASTRAGAL
T
PANEL °E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (#61), CORNER RECEIVER (#118) AND EITHER
U EXTERIOR (#119) OR INTERIOR (#120) CORNER
BOX IN
APPLICABLE
STILEJASTRAGAL REQUIREMENTS.
ASTRAGALS.
J
INT CORNER
Bnru9
(Data+/
4. 135' ASTRAGALS TO USE HEAVY-DUTY STILES
9)
90 LOCKSTILE
R
�'
(961) AND CORNER ADDON (#31).
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WJ HANDLE #119
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90 RECEIVER (
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3 EXTERIOR PRODUCT REVISED
I1.--. 232' EXTERIOR EXTERIOR .062' W com 1ying with the Florida
��I a 'OBx 4.066' Buildirg Code
a 2 ;06T 3.306' NO/ENo. 17-0420.12
.5515
CORNER#6t
80 RECEIVER
AT
AS
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#11B
B
Mla Dae Product Control
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SAT OO za SILL RISEN FLAT
20
90 RECEIVER
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MILL EDUME3-1 4�T
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EXT CORNER11
35 RECEIVER
W/ HANDLE #g
V T
VS
VF
..
.EXTERIOR . ..
.. �'. _•
I I •750° EXTERIOR
760° I"^— .750'
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136 RECEIVER
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WV
WF
a.�l ::
EXTERIOR
.906• .082'
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RISE I
79'
SIL
21 BOX O MEDIUM, SR, B
X O26 SILL RIISER• BOX No.5870,
FLUSH, 1 1/2'
OWR21SE2
' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS�el
10707fCHNOLOGYORIVE - r
M VENICA FL34275 .. PANEL -TYPES. -
''•:`..........<R.Da�:
/T 5t/
(941)460,•1600
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OtmmB/. Data Gsbd met
JR JWIO114
carrrcr4rTom"
�mwna �tior��
eak a+09fb. I A LYNN MILLER, P.E.
a soD•no NTS 17 + 22 POT0130 C P.E1597as
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
116 FULL PANEL JAMB LENGTH
•
600R 61
105
tos FULL LENGTH
14
i°s�$ io7�i
17
14
OF JAMB
fi
60 OR 61
60 OR 61
G3
16
5
G1
60 OR 61
2-TRACK JAMB
2-TRACKJAMB
(SHOWN
5 SEE DETAIL GI
V LONG C P # 5OPERABLE
WITH
FOR FIXED
105 @ W/ RETAINER #106
OPPEER B, E
80 PANEL
CLIP
LOCK
113
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5 FIXED PANEL TO
RRIXTERIOR t03
LOOKPAF
75 8107-
103
SEE FOR TAIL 2
THE INTERIOR)
V
113
fi
80 OR 81
n -�R
PANEL CLIP
t03
14 V
15
5
FULL LENGTH ®
16
17
#10 X 374'
SMS, X 3
123
OF JAMB 2-TRACK JAMB
4g12
2-TRACK JAMB
so OR st
A EXTERIOR
R IXTEWOR
CLIP #80 OR #105
61 52
WISCREEN
v vv
v
v
6" LONG
BO
W/ RETAINER #123
(SHOWN WITH '
3-TRACK JAMB 3-TRACK JAMB
(SHOWN WITH
H1 (SHOWN WITH (1102
4-TRACK JAMB
It (SHOWN WITH
4 TRACK JAMB
(SHOWN WITH
MIDSPAN
FIXED PANEL TO
so OR 61
53
OPERABLE PANEL) FIXED PANEL TO
FIXED PANEL TO
OPERABLE PANEL)
THE EXTERIOR)
n ��R
J�`
`121
THE EXTERIOR)
THE INTERIOR)
V 121 SEE DETAIL ON SHEET
15 \7�ERIOR
SEE DETAIL ON SHEET 15
121 SEE DETAIL ON SHEET 15
EXTERIOR
a
SHOWN WITH ®2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERIOR
a.
3-TRACK .
e FRAME HEAD
EXTERIOR
a
EXT
JNIT
•PER
TABLES 1-3
PRODUCT REVISED
as complying with the F1oAdo
BuBdhg Code
NCA-No. 17-0420.12
Exptration Date 02/17/2020
EXTERIOR „2 t9
a
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5 U—I+'
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W FRAME SILL
KFRAME SILL
Q? VCEAro, •.
= * ; NO.58705
• ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
13, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
?Om rEcr+N0L0crDT6vE
. KIEI.IICE,-. FL94Y76-'
_
VERTICAL SECTION DETAILS
�iP "F�ORIDP .••' ���
,NAL E
o�
C.r.0FA=#?4SJJ
SERIES 770 ALUM- SGD-WINDOW - LMl
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C
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an
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A. LYNN NLERP.E.mV4m
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JR
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ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
ID EXTERIOR 111 62 '. y EXTERIOR
�(
P-HOOK FOR FLAT SILLS v
EXT. OR INT. INT. MOUE
-
LNTE
-ui
m m
:1'
(SILLS fjlp
TL EXTERIOR `J
11B ,U
88
GAL
L1 WITH STANDARD STILES 460 ASTRAGAL #67 � WITHAW-DUTY STILES A1. N1 2-TRACK SHOWN ER
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED,
TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN)
-. - 4INTERIOR
t13E
INTERIOR
ExrEwoR
600R 81
®INTERLOCK
5
• ITEM #61 (HAW -DUTY
7
STILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
90' INSIDE CORNER
APPLICABLE, SEE TABLES
N2 2-TRACK SHOWN
1-3, SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
as Complying with the Florida
Building Coda
31 OCK PART
758107-11
NOA-Na. 17-0420.12
4 INTERIOR
Expiration Date 17/2020
( 14 5 61 32
61
32 �R EXTERIOR 61 ``�1111111111,1j,
11 b v
LOCK PART 31 103 81 f�77 EXTERIOR 7 ;�``'t�•'`��,Pjys'•%t%�'�i
75 a 107-11 V 1a 135- INSIDE CORNER - F
®2-TRACK SHOWN
®135' OUTSIDE CORNER
01 2TRACKSHOWN — 0.
1070TEchmLOOYMA19 • �i,�' �tORIDP•.•'•
N. VEWCe FL54 HORIZONTAL SECTION DETAILS, CORNERS '�.,5/pNAL
G�
JR 0avrr17 c I No rJUNCEs 7ws s1ilFT
Ca:Rr. GFxum MM SERIES 770ALUM. SGD - LM IMPACT
om.m — a�a mee •err a R.
s aa�o`" t w+. A LYNN MILLER, P.E.
JR 19/10H4 w am rsaesavID SG6N 1770 TS 9 r 22 PGT0130 C P E8 58705
Rem
wGT#
PGT#
Description
1
17308
617305
Z-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
3
17309
-617309
3-TRACK HEAD
4
17312 -
M7312
4-TRACK HEAD
5
17314
617314
FRAMESCREWCOVER
6
17317
1 617317
FRAME HEAD/JAMB ADD -ON '
7
17304
617304
2-TRACK SILL
8
17301
elm
2-TRACK SLL WITH SCREEN RAIL
9
17307
617307
3-TRACK SLL _
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
17310
617310
FRAME SILL SCREEN ENDAW-ON (SEE NOTE 3)
14
17305
617305
2-TRACK JAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
16
173DS
017308
XTRACK JAMB
17
17311
617311
4-TRACK JAMB
18
17322
617322
SILL RISER -FLAT, FLUSH, 1-1/2'
19
17319
617319
SILL RISER -BOX FLUSH, l-1/2'
20
17321
817321
SLL RISER -FLAT, LO W, 2-1/2'
21
17318
617318
SILL RISER -BOX LOW,2-W
22
17355
617355
SILL RISER -FLAT, MEDIUM, 3-1/4-
23
17354 -
617354
SILL RISER -BOX MEDIUM, 3-1/4"
24
17323
6173M
SILL RISER -FLAT, HIGH, 4'
25
17320
617320
SILL RISER -BOX HIGH, 4'
26
17333
617333
POCKETP-LOOK
27
7070
67070
NEOPRENE BULB W87P FOR P-HOOK
28
17334
617334
POCKET P-HOOK MOUNT
29
t7335
W7335
P-HOOK COVER
30
17348
617348
POCKET P-HOOK FOR BOXRLSER
31
17378
1117378
135 CORNER
32
17378
617376
135 FLIED MOUNT
ITEMS 4053
ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL -LOCKSTLE
41
7LOCKWGSK
SCREEN LOCKSET -
42
41818
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
4428
84428
SCREEN DOUBLE INTERLOCK
45
4317
612250
SCREEN TOP RAL _
48
4318
012257
SCREEN BOTTOM RAIL
47
668
TSRAZ
STANDARD ROLLER
48
688
7SRAX
STANDARD ROLLER-ST. STL
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
Om SCREEN ASTRAGAL ADAPTER
51
1692
61692
SCREEN SPLINE- lW
52
1694
61694
SCREEN SPLINE-.15W
53
61816C20
SCREEN CLOTH
54
1725
1/YX4" X7/16' SET. BLOCK, NEOPRENE 85+/5
55
1728
1'X4-X1/le' SET. BLOCK, NEOPRENE 85+/5
CHANGES THIS SHEET.
Item
DIGT#
PGT&
Description
60
17325
617325
PANEL STILE
61
. 17328 .
817326
PANEL STILE (HEAVY W M
62
17327
617327
INTERLOCK ADAPTOR
63,
• 1225,
6TP248
VINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
64
-1729-
71729
SILL END WEATHERSTRIP PAD
05' -
-. 17328
017328
NTERLOCKSCREWCOVER
67
17329.
e17329
ASTRAGAL
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP 8 BOTTOM RAIL
70
17350
417350
WEATHERSTRIP E)CLENSDN (INJECTION MOLDED)
'71
.1695
71695
1-1/2' X 1'X34' HIGH FIN SEAL DUSTPLUGS '
72
B153
78153X
TANDEM ST. STL ROLLER ASSY-
73
8153
78153N
TANDEM.NYLONROLLER ASSY.-
74
SILICONE
DOW-8W,-DOW-995 OR GE-7700
75
B1e5
781B5X
GEMNI MORTICE 3-PLY DUAL LOCK W/LONO TRIM PLATE
7e
7103MFPFX
MO32 X l" FL SS SCREW W/TYPE "F"nP '
77
7103239
10 TL STEED. 2NC U-NUT ; • .
79
17357,
- 617357
V IG BEAD '
60
17359
817359
7116'BEAD/FDIEOPANEL CLIP '
61'
17360
617360
9116"BEAD
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, l/7 X1116' SGL SIDE ADK TAPE, POLYETH.
100
9052
48052
ROLLER ADJ. HOLE PLUG '
101
72087
KMO BUMPER
102
lose
71696
DUST PLUG
103
8188
78188X
PKEEPER -
104
653
TSOKEFP
SCREFJI LOCK KEEPER
105
17344
017344
FD(FD PANEL CLIP - 6" LONG
106
17352
817352
F9ED PANEL RETAINER-916"
10T
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT- RAISED EITERXIR HANDLE
109
1731
7816MN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732,
78178
HANDLE KIf=RECESSED EXTERIOR PULL
111-
' • .,
71WG4PPSDAX#IOX3/4'
PH.•PN.TEK-S.S.
-112
'1235'
67S16
WSTP,.270X.170-FN SEAL
113
1712,
64060
.187"X230"FNSEAL
114
TlOX115 PX
410XIAX
115_
710X13PT
#tOX1'
116
720X1X
e14 20 X V S.S.
11.7
720XI12X
814-2OX1-112'S.S. '
118•
17338
017336
9013EGREE CORNER RECEIVER `
119
17337
817337
90 DEGREE OUTSIDE CORNER ASTRAGAL
120
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
_ 617352
FIXED PANEL RETAINER, 7/8-
AL VE NM FL S1276 PARTS LIST
(9f1)480.1600
CERT. OFAVAL 029M SERIES 770 ALUM. SGD - LM IMPACT
mrxurnoam' m.emr oa`e ouenxP
AAUMGM ® SaD-770 NTS 20 w 22 PGT0130
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 66-59, 66, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3/16" MASONRY
ANCHORS @ 24- MAX. O.C.
PRODUCT REVISED
as complyyingg with tho Florida
0.1IdIj
NOA-No. 17-0420.12
Expiration Date 02 I7/2020
111111.11117/II1
0 `y10EN5'F
.�. No.58705 •��
•,'1670NA 10NG``.
A. LYNN Mn i m; P.E
P EX W705
5.089" 8.662"
0.080,
1.211" J44�w -
1.505"
0.081" O1 2-TRACK HEAD 10 4-TRACK SILL
(6063-T6AL) (6063-T6 AL)
6.198"
1.211'
0.081" 2O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
6.526"
0.080"
1.505"
_ O3-TRACK SILL
(6063 T6 AL)
18"
7.105" •2-TRACK JAMB W/
8.221" to SCREEN TRACK
0.080" (6063-TB AL)
1.211" 1.505"
y --►j 1.36"
0.081" O3-TRACK HEAD �L O2-TRACK SILL W/SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
9.142"
4.49 0.081"
0.080,
1.211" 1.505" 7.105'
0.081, O4-TRACK HEAD O2-TRACKSILL
-
(5063-TE AL) (6063-T6.AL)-
-•-� 1.514°
1.2fi0"
0.060°
O6 FRAME HEAD/JAMB SCREEN
ADD -ON
(6063-T6AL)
SEE SHEET 17 FOR SILL RISERS.
0.532"
1.516"'
FRAME SILL SCREEN
12 ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
I JR 104MSN7 I C I NO CHANGES THIS SHEET, I
0.780"
FRAME SILL SCREEN .
13 END ADD -ON _
(6063-T6 AL) ,
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24' MAX. O.C.
N VENWE, FL 54275
CERT. OFAU/M OMW
18 3 TRACK JAMB
i (606346 AL)
--►{ 1.36"
1.872" I----
0.062" 1.019"
0.081"
eSCREEN
40 STILE
(6063-T6 AL)
6.069'
A
-I r -- 1.045'
I
1.993" 0.062°
@1a 2 TRACK
__W
JAMB SCREEN
@TOP RAIL
(6063 T6AL)
(6063-T6 AL)
17 4-TRACK JAMB
(6063-T6 AL)
I SERIES 770 ALUM. SGD - LM IMPACT I
SGD•TTp I NTS 1 21 a 22 PGT0130
F - 0.876'
1.993"
0,062"
GSCREEN
46 BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
as complying With the Florida
Building Code
NON_No. 17-0420.12
Expiration Date 0211712020
By
��AIAUuurrr
* NO.58705
:�0�'• STA ES
A. LYNN MILLER PP.
P.E.6 58706
0.718' IF+- -y o.13°
�3.802" -+{ 2.304" 0.752° 3.802°
0.752" I L 0.885"
0.574" 0.796' 1'163"�
0.0620264' 0.080" 0.062° 0.233'
0.076" 0.062"
FRAME SILL P HOOK MOUNTING P HOOK SCREW
5 SCREW COVER 11 TRACK zs P HOOK 28 ADAPTOR OCOVER 0.080" ao P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
.155'V2,44'
2.30' 1 A88'
0.080
0'
080" 1.870"
016'
at 135' CORNER az 135' FOXED MOUNT
(6063-T6 AL) (6063 T6 AL)
0.075°
1.645'
0.12b"
s7 STANDARD ASTRAGAL
(6063 T6 AL) •
0.281' --►1
O HEAVY DUTY ASTRAGAL
(6063-T6 AL)
1.003'
0.050'
r 0.080"
i
105 XED
PANEL CLIP
0.719"
(6063-T6 AL)
J �
.660"
0.863 • -
• 0.709'
1Y3 FIXED PANEL
RETAINER, 711
0.080" --4
(6063 T6 AL)
FIXED PANEL
108
RETAINER. 9116'
(6063-T6 AL)
4-
0.062"
1.600
3.125 --+1
60 STANDARD STILE
(6063 T6 AL)
tifi
0.062' 1.303°
00
1.888"
0.325"
I +- 3:125' .. 0.062-
81 HEAVY DUTY STILE 82 ITRLOCK OINTERLOCK
(6063 T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063 T6 AL)
4.125'
1.6145' 0.062' 1,3p4
3.25'
O TOP/BOTTOM RAIL
(6063-T6 AL)
. � 1.050' I � 1.050"
" .289 " I .611"
H.045.045"
(-�--
I
� 1.050"
.485
(�--
.045'
.045 --
GLAZING 7/16" GLAZING 9/16" GLAZING
79 BEAD (I.G.) OBEAD, FIXED 81 BEAD
(6063-T6 AL) PANEL CLIP (6063 T6 AL)
(6063-T6 AL)
PRODUCT
PRODUCT REVISED
with the Florida
Building odo
NOA-No. 1743420.12
1.03° Expira0on Data 02/1712020
4" s
5.821" y
^I Mlam -Da roduct Control
2.893" 1.498" 0.133' 498" 0.133°
0.080"
5.621" 4"
2 826' f 20 90° INSIDE CORNER ASTRAGAL
119 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
118 90° CORNER RECEIVER (606346 AL) _
(6063-T6 AL)
I JR 104MWI I C I NO CHANGES MS SHEET. I
K vov=R31Tl5 EXTRUSIONS
(B1f)I8ats00 „�
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OF." mton - adcvmc . som -22 d'22 -.*-
srrrs��smaus ® SG!}7i0 NTS PGT0130
At1RxLrfs R69Btr®
ANY LYN,y�i
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P.E.d 58705