HomeMy WebLinkAboutSGD670NOANOTICE OF ACCEPTANCE (NOA
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
www.miamidade.gov/economy
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-670" Aluminum Sliding Glass Doors w/ 90' & 135' corners -NI
APPROVAL DOCUMENT: Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1
through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/179, signed and sealed by Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable
are required.
Limitations:
1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 renews NOA # 17-0420.09 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAMI DADS COUNTY NOA No. 19-1126.01
e Expiration Date: April 07, 2025
uwfApproval Date: January 09, 2020
���1�0 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1.. Evidence submitted under previous approvals
A. DRAWINGS
I. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets l thru 22 of 22,
prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller, P.E.
B. TESTS
1, REF 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/
TP, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test
Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20116, all
signed & sealed by Idalmis Ortega, P.E.
2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94,
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL-
5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales,
P.E. (AII above test reports submitted under files ## 14-0123.11, #11-1018.17/#09-0826.13)
2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94
Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared
by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, sighed &
sealed by Marlin D, Brinson, P.E (This file has addendum letter dated 08/14/14 & marked -up
drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11 -13, all issued by
Fenestration Testing
3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and AT172138.01-401-18.
4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202
& 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
C. CALCULATIONS (submitted under file 414-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets 1 thru 67, prepared by POT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09,
D. QALITY ASSURANCE
1. Miami Dade Department of'Regulatory and Economic Resources (RER
Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.01
Expiration date: April 07, 2025
Approval Date: January 09, 2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file #14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5"' Edition) and "No financial
interest", prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1, This NOA revises # 15-1013.14, expiring April 07, 2020.
2. Test proposal # 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5 h edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E.
5, Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
2. Evidence submitted under previous submittal
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact', sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed
by Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04118/I7 and last revised on
08/09/17, complying with FBC-217 (61' Edition), prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTMS-1300-02, -04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(51n edition) & FBC 2017(6�1 Edition) and letter of
no financial interest, prepared by POT, dated 04/18/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020.
3. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed
by Lynn Miller, P.E.
" b% �- �—
lihaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.01
Expiration Date: April 07, 2025
Approval Date: January 09, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file #14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5th Edition) and "No financial
interest", prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 15-1013.14, expiring April 07, 2020.
2. Test proposal # 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5'h edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E.
5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
2. Evidence submitted under previous submittal
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact'', sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/1 SY17, signed and sealed
by Lynn Miller, P.E.
B. TESTS
1. None.
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
0S/09/17, complying with FBC-217 (6°h Edition), prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTME-1300-02, -04 &-09.
D. QUA.LITY ASSURANCE
1. Miami Dade: Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1, Statement letter of conformance to FBC 2014(51h edition) & FBC 2017(61h Edition) and letter of
no financial interest, prepared by PGT, dated 04/18117, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020.
3. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact'°, sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02- l 4 and last revised on 11 /22/ 19, signed and sealed
by Lynn Miller, P.E.
Isbaq I. Chaada, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.01
Expiration Date: April 07, 2025
Approval Date: January 09, 2020
E - 3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. None.
C. CALCULATIONS (submitted under file #17-0420.09)
1. None
2. Glazing complies with ASTME- 1300-02, -04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Rcsources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6`h Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA renews NOA # 17-0420.09, expiring April 07, 2025.
Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.01
Expiration Date: April 07, 2025
Approval Date: January 09, 2020
E - 4
SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035,
FTL-7554 AND ATI 72138.01-1401-18
TABLE B, SEE DETAILS ON SHEETS 4 & 5:
Glass
Type
Description (Listed from Exterior to Interior)
G1
3/16" TEMPERED GLASS
G1A
1/4" TEMPERED GLASS
G2
1" I.G.: 3/16" TEMPERED GLASS + 5/8" AIRSPACE + 3/16" TEMPERED GLASS
G2A
1" I.G.: 114" TEMPERED GLASS + 1/2" AIRSPACE + 1/4" TEMPERED GLASS
DESIGN PRESSURE RATING
IMPACT RATING
SEE TABLES 1, 2 & 3 ON
SHEETS 6,7 & 8
NOT RATED FOR MISSILE
IMPACT RESISTANCE
CODES / STANDARDS USED:
o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
o2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
oASTM E1300-09
°ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
°ALUMINUM DESIGN MANUAL, ADM-2015
oAISI S100-12
oAISC 360-10
Revsd B)" I Date: I Revisions:
JR 04105117 C I UPDATED TO FBC 2017. REV. TABLES 1, 2, 3 & A.
JR 1 02120114
GENERAL NOTES .............
1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................6-14
DESIGN PRESSURES
....... 6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15,16
PANEL / SILL TYPES .........
17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)480-1600
CERT OF AUTH. #29296
TABLE A•
Anchor
Group
Anchor Type
I
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C.
Distance
Min.
Embedment or
Metal Thickness
A
#12 18-8 SMS.
(Fy=60 ksi, Fa= 95 ksi)
#12 410 SS SMS,
(Fy= 90 ksi, F,= 110 ksi)
All
Southern Pine (SG = 0.55)
9/16"
7/8"
1-3/8"
6063-T5 Aluminum
3/8"
9/16"
0.090"
A36 Steel
3/8"
9/16"
0.050"
Gr. 33 Steel Stud
3/8"
9/16"
0.045" (18 Ga)
1/4" Elco Aggre-Gator®
Fy=57 ksi, F =96 ksi
All
Concrete (min. 2.22 ksi)
1-1/2"
3"
1-3/8"
Jamb / P-hook
Filled Block (ASTM C90)
2"
3"
2"
I Jamb / P-hook
Hollow Block (ASTM C90)
2"
1 3"
1 1-1/4"
All
Southern Pine (SG = 0.55)
1"
1"
1-3/8"
B
#12 Steel SMS (Gr. 5)
(min. of 3 threads beyond
metal substrate)
All
Pi(SG 0.55)
Sm ne =
out he
9/16"
7/8"
-
13/8"
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)
C
1/4" Elco UltraCon®
Fy=155 ksi, F,,=177 ksi
All
Concrete (min. 2.85 ksi)
1"
4"
1-3/8"
Jamb / P-hook
Hollow Block (ASTM C90)
1"
6"
1-1/4"
/4" raC
1Elco UltraCon®
/4" El ksi, 177 ksi
Fy=Jamb
All
Concrete (min. 2.85 ksi)
2-1/2"
4"
1-3/8"
Jamb / P-hook
Filled Block (ASTM C90)
2-1/2"
4"
1-3/4"
/ 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"
6"
1-3/4"
Jamb / P-hook
Hollow Block (ASTM C90)
2-1/2"
6"
1-1/4"
All
Southern Pine SG = 0.55
T.
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.
the F
3 WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK.
)
with
R5 f9liatr3yia�; cN?Sti tJ;k Fiee'lir:
as
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
RikWns Code
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
AcccTtawcc No
Expi eftes Date a c
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
By"'Us-A
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
MioductCana0
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY ��� ,`�.
CENs
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF No. 58705
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
Description �O� ••. FT TE O CC7\
CORIDP.•' \��
,GENERAL NOTES AND MAP .,//SS/dNAL
SERIES 670ALUM. SGD - NON -IMPACT '�
Serene Model Scale: sheet: D..,hgNo Rev A. LYNN MILLER, P.E.
SGD-670 NTS 1 °t 22 PGTO128 C P.E.# 58705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH _
PER TABLES 1-3
GwIX
12
Gc
MAX. UNIT 13
HEIGHT
PER TABLES 1-3
f-
1-PANEL
I
I
Jw Jc
iw�w
14 14
w Kc
IZCL co
14 14
Lj
I W z w
�Lu
�Qw
a
POCKET
CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
Gw GC
12 13
a
a
19
19
MAX. UNIT 92 13
HEIGHT
19
19
PER TABLES 1-3
3-PANEL CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
NOM. PANEL WIDTH
PER TABLES 1-3
12
12
Gc
MAX. UNIT 13
HEIGHT
PER TABLES 1-3
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
Aw Ac pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
-�I 12 13 CAN BE OXXXp.
2-PANEL
CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
---\'F--_l
I
I
Jw Jc
1 Q
4KcKw
i o ° o
MAX. UNIT
I Z' Q
HEIGHT
Iwww
PER
o C W
TABLES 1-3
l(D
POCKET
I Lu
Qo
—\�--J
MAX. UNIT WIDTH
Gw
12
Gc
19
13
12
13
t19
19
t19
E
MAX. UNIT
HEIGHT 12
13
19
C
PER TABLES 1-3
Bc Cw Cc
13 12 13
ITI Jw Jc 1
I
14 14 I -
Kw Kc ISO
14 14 locCL
IL¢Lu
/ IWLu
I0Q�
POCKET I CO
-S\�---J
5-PANEL CONFIGURATIONS
JR 1 04105117 C I NO CHANGES THIS SHEET.
Drawn BY: I Date: Checked By: Date:
JR 02120114
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)480-1600
CERT. OFALITH. #29296
I
I
Jw Jc
I
Imo
14 14
w W
Ip p
Kw Kc
14 14
I?a�5
Iwww
°Qw
a
POCKET
I cWi)'
—\f---J
MAX. UNIT WIDTH
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
"X" = OPERABLE PANEL,
"O" = INOPERABLE PANEL,
"p" = POCKET
DETAIL LETTER
w" = WOOD OR METAL INSTALLATION
"c" = CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
—S\j_----I
I
19
19
19
14 14
w Kc IWow
19
19
19
14 14 to p
19
19
19
Iwww_
ICLQ`
a
POCKET I vWj
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
1
MAX. UNIT
HEIGHT
PER
TABLES 1-3
/
[L��x_T
OR
CORNER, TYP.'
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
SEE
2, THIS
SHEET.
Descripfion:
EXAMPLE CONFIGURATIONS
Title:
SERIES 670 ALUM. SGD - NON -IMPACT
Senes/Model Scale: Sheet: Drawing Na
SGD-670 NTS 2 of 22 PGTO128
r,-xO UC9• RENEWED
its complying with the Florw
Buiding Corte O 1
Acceptance No I
Expiralion Date `yl�
Miami Dade 43�'
\���IIIIII/j
�pNY ....NN,,�i'''%
OCENsF ' • ���
No.58705
-o3 I X2,
O� . SATE F
AL�
�Illfl
Re ' A. LYNN MILLER, P.E.
C P.E.# 58705
EXAMPLE CONFIGURATIONS
NOM. F
PE
NOM. F
PE
MAX
HE
PER TP
NOM. F
PEI
MAX
HE
PER TP
MAX
HE
96" C
MAX. TESTED UNIT WIDTH =
300-I/ o Lyn mr-lur7 r —
300-1/4" @ 120" HEIGHT
ANEL WIDTH
Aw Ac w Bc Cw Cc
2 TABLES 1-3
12 13 12 13 12 13
Gw Gc
Jw Jc
14 14
12 13
19
19
19
12 93
t19
19
t19
w Kc
14 14
19
19
UNIT
5
GHT, 12 13
9
9
19
/
R 120"
POCKS
6-PANEL CONFIGURATIONS
w Dc vw Ec w Fc
12 13 12 13 12 13
MAX. UNI I VVIU I H —
ANEL WIDTH
Aw Ac w Bc Cw Cc
Z TABLES 1-3
12 13 12 13 12 13
Gw Gc
Jw Jc
14 14
12 13
19
19
19
19
19
19
12 13
19
19
Kw Kc
14 14
19
19
19
19
UNIT IC
M
M
M
M
M
M
GHT SaIw
19
19
19
19
19
19
BLES 1-3
/
POCKE
7-PANEL CONFIGURATIONS
w Dc w Ec w Fc
12 13 12 13 12 13
MAX. UNI I VVIU I H —
ANEL WIDTH
Z TABLES 1-3
Aw Ac w Bc Cw Cc
12 13 12 13 12 13
Gw Gc
12 13
UNIT
GHT 12 13
L1
19
L2
19
19
L1
19
L2
L1
19
L2
L1
19
L2
L
19
L2
19
M
19
L1
19
L2
Jw Jc
14 14
Kw Kc
14 14M
19
M
19
19
M
19
19
M
19
kl
19
M
19
BLES 1-3
POCKE
—sue
8-PANEL
8-PANEL CONFIGURATIONS
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.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
"X" = OPERABLE PANEL,
"O" = INOPERABLE PANEL,
"p" = POCKET
DETAIL LETTER
Xx- w" = WOOD OR METAL INSTALLATION
U "c" = CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
I
I
I �
I j
I W o w
loEf
IZa�
IwLw
CL
T I ai
I
I
_J
w Dc w Ec ew Fc
12 13 12 13 12 13
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 EXAMPLE CONFIGURATIONS
(941) 480-1600 Tllle:
sd By: Date: Revisions: CERT. OF AUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
Series/Model: Scale: f3"
Drawine No. Rev:
wn By: Date: Checked By: Date:
JR 02120114 sGD-670 NTS el 22 PGTO128 C
fROIDVCi RE14110*0
as compiyiag with the flallft
RmUjug Code
61
/VccelpiauceNo �� — 1��6 -r Expiration wte�"
\\�illrrl/�
L.I. (VA/
•.• LICENSE •. ��
No.58705
O ST � � .. ATE OF
s•
'40R10
ONAL
Irllllll\\\
A. LYNN MILLER, P.E.
P.E.# 58705
GLAZING DETAILS (G1 & G1A
GLAZING NOTES:
"T" = TEMPERED
JR 04105117 C I NO CHANGES THIS SHEET.
Drawn By: Date: Checked By: Date:
JR 02120114
3/16" T GLASS
EXTE
3/16" TEMPERED GLASS, TYPE G1
1/4" T GLASS
1/4" TEMPERED GLASS, TYPE G1A
1070 TECHNOLOGY DRIVE Description:
N.
ENICE, F 600 75 GLAZING DETAILS
(
CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
Series/ModeC Scale: Sheet. Drawing No. Rev:
O SGD-670 NTS 4 0l 22 PGT0128 C
�RODUCi RENEWED
"compW
guiding Code
Acceptmee Ne�1-'�
�ip{�a� Date
By
�ti�l1i111/j
�IGENo"'
No.58705
-�0 ' STI T 1 ��
%C�S���ORIDP .•'G����
/0NAffL E�•�•
A. LYNNIMILILER,\P.E.
P.E.# 58705
GLAZING DETAILS (G2 & G2A
3/16" T GLASS —
5/8" AIR SPACE
3/16" T GLASE
EXTERIOR
a
24-1
1" NOM.
\ n \
3/4" NOM.
GLASS
BITE
1" I.G. GLASS, TYPE G2
1/4" T GLASS —
1/2" AIR SPACE-
1/4" T GLASS
EXTERIOR
a
24-1
GLAZING NOTES:
"T" = TEMPERED
1" NOM.
7, \
3/4" NOM.
GLASS
BITE
1" I.G. GLASS, TYPE G2A
JR 1 04105117 1 C I NO CHANGES THIS SHEET.
Drawn By: I Date: Checked ey: Dale:
JR 02120114
STRUCI
POLYISOBUTl
WITH DESIC
EXT. GLA:
124
KODISPACE
4SG TPS
BUTYL &
DESICCANT
FOAM
EXT. GLASS
1/4" NOM.
-. GLASS
ALUMINUM
REINFORCEMENT
5/16" NOM.
INT. GLASS
,26 DURASEALO
SPACER
— HOT -MELT BUTYL
STRUCTURAL
SILICONE 0
FOAM 3/16" NOM.
WITH
DESICCANT •
EXT. GLASS
INT. GLASS
SUPER
�SPACER@ NXTTM
POLYISO- DESICCANT FILL AREA
BUTYSEALLENE —5/16" NOM.
SILICONE SEAL
ROLL -FORMED 46
STAINLESS STEEL
INT. GLASS
EXT. GLASS
127
XL EDGETM
Or) Af`=M
Part #
Description
Material
124
Kommerling 4SG TPS Spacer System
125
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
Materials
126
Quanex Duraseal
127
Cardinal XL Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 GLAZING DETAILS
(941) 480-1600 Tile,
CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
Series/Model Scales Sheet: Drawing - Rev:
SGD-670 NTS 5 et 22 PGTO128 C.
as complying with the FWA&
guiding Code
Acceptance No /�
Expiration fwe��
By
4k#J;Wi ire i'
\1I111111
��.•.• �,1GENSF•.•��� i
NO. 58705
O-r . S ATE OF
77 /ONAL
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 1:
TABLE 1A:
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90` or 135` comer units, see sheet 11
Table applies to all Glass types and
the Stile/Astragal types shown below.
Positive (+) DP may be limited by
Table
Door Unit Height
80"
84"
90"
96"
69-7/8" DLO
73-7i8" DLO
79-7!8" DLO
8.,5 7/8" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A I B C I D
AT B T C I D
A I B i C T D
A IB C I D
Design Pressure
+90.0 / -127.1
+90.0 ; -120
+90.0 / -110.8
+90.0 ; -102.9
24"
17
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
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+g
7+g
7+g
7+g
Design Pressure
+90.0 / -106.3
+90.0 / -100.2
+90.0 / -92.2
+85.3 / -85.3
30"
23
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
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
Design Pressure
+90.0 / -92.9
+87. 3 , -87. 3
+80.0 / -80
+73. 8 / -73. 8
36"
29
Head"Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
s
DLO
Jamb
10
8
1 8
8
10
8
8
8
10
8
8
8
10
8
8
8
15
P-hook
6+7
1 6+7
1 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
Design Pressure
+63. 7 / -83. 7
+78. 4 ,/ -78.4
+71.6 / -71.6
+65. 8 ! -65. 8
42
35"
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
o_
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
c_
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
E
c
Design Pressure
+77 1,' -77.1
+72.0 / -72
+65.5 / -65.5
+60. 0 / -60
z
48
41"
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
DLO
Jamb
10
8
8
8
10
8
1 8
8
10
8
8
8
10
1 8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
1 7+8
7+8
7+8
7+8
7+8
7+8
7+8
1 7+8
7+8
1 7+8
Design Pressure
+72.5 / -72.5
+67.4 / -6T 4
+61.0 / -61
+54. 7 / -54. 7
54"
47
Head/Sill
C4+2
I C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
DLO
Jamb
10
8
8
1 8
10
8
8
8
10
8
8
8
10
8
8
8
P-hook
6+7
1 6+7
6+7
1 6+7
7+8
7+8
7+8
7+8
7+8
1 7+8
7+8
1 7+8
7+8
7+8
7+8
7+8
Design Pressure
+6R 1 / -69.1
+64.0 / -64
+57. 6 / -57. 6
+50. 6 / -50. 6
60"
53
Head/Sill
C4+3
C4+3
C4+2
C4+2
C4+2
1 C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
DLO
Jamb
i0
8
8
8
10
8
8
8
10
8
8
8
10
1
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
1 7+8
1 7+8
1 7+8
7+8
7+8
7+8
1 7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(Flat or Box, see
(+) Design
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
H
C7
OH LENGTH w
OH RATIO = OH HEIGHT = 0
= p
O1
1
OH LENGTH �- -
OH RATIO >_ 1
SEE NOTES 1-3 SEE NOTE 3
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE
3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE
WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER
INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
THE P01 101MINC', CTII PP. ACTRA(,AI TYPFC gHAI I RF I I.qFr) F(1R TARI F 1 RFF .HPFTR 91 R 99 FOR PART DIMFNSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90° Astragal
Assembly
Lockstile @
90' Astragal
135' Astragal
Assembly
Lockstile @
135o Astragal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
Outside Corner
Outside
Inside
Corner
Corner
FE
C
Inside
Corner
Outside
Inside Corner
Corner
Part (Stile)
Part #61 (Stile)
Part #1(Out.)
Part #61 (Stile)
Part #60 (x2)
Part #60
Part #60
Part #67 ( (Astragal)
Part #60
Part #118 (Corner
Part #120 (In.)
parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
1070 TECHNOLOGY DRIVE Description
N. VENICE, FL 34275 DP AND ANCHORAGE
(941) 480-1600 T Ps.
sd By: Date. Revisions: CERT. OF AUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
JR 04/05/1 CC REVISED TABLE 1.
wn By: Date: Checked By: Dale: :IT
Series/Model: Scale: Sheet: Drawing No. Rev:
JR 02120114 SGD-670 NTS 6 nt 22 PGT0128 C
PRODUCT RENEM
as esmptyMg with 1*
Raiding Code
Acceptance No
Expiration Date f -j L Al r
s I t�t.,.�, _1�
Miami Bade Vftdect iYeGe+a>R
`tI11111ii/
ENg
No.58705
1�
SATE OF�
%�� ' F�ORIDP .•'G\���
A. LYNN IVIILLUR, P.E.
P.E.# 58705
TABLE 2A:
TABLE 2:
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astraoal anchorage on 90` or 135` comer units. see sheet 11
Table applies to all Glass types and
Stile/Astragal types
Door Unit Height
80"
84"
90"
96"
102"
108"
114"
120"
the shown
below. Positive (+) DP may be
limited by Table
69-718" DLO
73-718" DLO
79-7.8 DLO
85-7/8" DLO
91-7/8" DLO
97-7 8" DLO
103-7/8" DLO
109-7/8" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A I B C I D
A I B I C T D
A I B C I D
A I B C I D
I A I B I C I D
A I B I C I D
A I B 1C1 D I
A 1 B C D
Design Pressure
+90.0 i -140. 0
+90.0 / 4 33. 0
+90.0 ;' -122. 0
+90.0 / -114.0
+90.0 / -106.0
+90.0 / -99.0
+90.0 / -93. 0
+88. 0 ; -88.0
17"
HeadiSill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+i
C4+1
C4+i
C4+1
C4+1
C4+1
C4+1
C4+i
C4+1
C4+1
C4+1
C4+1
34+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
24"
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
10
10
10
10
10
10
10
10
10
1 10
10
10
10
10
10
10
P-hook
7+8
1 7+8
7+8
7+8
7+8
7+8
1 7-8
7+8
7+8
1 7+8
1 7+8
1 7+8
7+8
7+8
7+8
7+8
8+9
1 8+9
8+9
1 8+9
8+9
8+9
1 8+9 1
8+9
9+10
9+10
19410
9+10
9+10
9+10
9+10
9+10
Design Pressure
+90.0 / -141.8
+90.0 / 433. 6
+90.0 / -122.9
+90.0 / -113.8
+90.0 i -105.9
+90.0 / -99.1
+90.0 / -93.1
+87. 8 / -87.8
23"
HeadiSill
CS+2
C5+2
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
CS+1
CS+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
CS+1
C5+1
30"
DLO
Jamb
12
10
8
8
12
10
8
8
12
10
8
8
12
10
8
8
12
10
10
10
12
10
10
10
12
10
10
10
12
10
10
10
P-hook
8+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
8+9
8+9
8+9
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
Design Pressure
+90.0 i -i23.9
+90.01-116.4
+90.0 / -106.7
+90.0 / -98.5
+90.0 / -91.4
+85.3 ; -85.3
+80.0 / -80.0
+75.3 / -75.3
29"
Head/Sill
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
CS+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
36"
DLO
Jamb
12
10
8
8
12
10
8
8
12
10
8
8
12
1G
8
8
12
10
10
10
/2
10
10
10
12
10
i0
10
12
70
10
10
`c
P-hook
8+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
8+9
8+9
8+9
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
Design Pressure
+90.0.1 -111.6
+90.0,' -104.5
+90.0 ; -95.4
+67.8 / -87.8
+81.3 r -81.3
+75.7 / -75.7
+70.8 / -70.8
+66.5 i -66.5
35"
HeadiSill
C5+2
C5+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+Z
C5+2
CS+2
CS+2
C5+2
C5+2
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
�
42
DLO
Jamb
#C5+2SL2
10
8
8
12
10
8
8
12
10
8
8
12
10
8
8
12
10
10
10
12
L8+
10
10
12
10
i0
10
12
10
10
10
C
P-hook
8+9
8+9
8+9
8+0
8+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
8+9
8+9
8+9
8+9
8+9
1 9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
o
Design Pressure
+90. 0 ; -102. 9
+90.0 / -96.0
+87 3 ; -87.3
+80.0 / -80.0
+73. 8 / -73. 8
+68. 6 ; -68.6
+64. 0 / -64.0
+60. 0 ; -60.0
Z
41"
Headisill
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+_
C5+2
C5+2
C5+2
CS+2
C5+2
C5+2
CS+2
C5+2
CS+2
CS+2
C5+2
C5+2
CS+2
C5+2
CS+2
CS+2
CS+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
48"
DLO
Jamb
12
10
8
8
12
10
8
8
12
1 10
1 8
1 8
12
1 10
1 8
8
12
10
1 10
1 10
12
10
10
10
12
1 10
10
10
12
10
10
10
P-hook
8+9
8+9
8+9
8+9
8+9
1 8+9
8+9
8+9
8+9
1 8+9
1 8+9
1
8+9
1 8+9
1 8+9
8+9
8+9
8+9
1 8+9
1 8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
19.10
9+10
54"
47"
DLO
Design, Pressure
+83.0; -63.0
+77.2.'-77.2
+69.8; -69.8
+63.81-63.8
Not available in these sizes
HeadSili
C4+3
C4+3
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
I C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
P-hook
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
60"
53"
DLO
Design Pressure
+79.2 ; -79.2
+73.3 / -73.3
1 +66.0 ; -66.0
+60.0 ,' -60.0
HeadiSill
C4+3
C4+3
C4+3=7+8
3
C4+3
C4+3
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
Jamb
10
8
8
8
8
10
8
8
8
10
8
8
8
P-hook
7+8
7+8
7+88
7-8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
EXAMPLE ON SHEET 9
THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90° Astragal
Assembly
Lockstile @
90' Astragal
135° Astragal
Assembly
Lockstile @
135' Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
COutside
Standard Astragal
Outside Corner
Inside
Corner
C
Corner
Inside
Corner
Outside
Inside Corner
Corner
Part (Stile)
Part #61 (Stile)
Part #1(Out.)
Part #61 (Stile)
Part #61 (x2)
Part #61
Part #61
Part #67 ( (Astragal)
Part #61
Part #118 (Corner
Part #120 (In.)
Parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX.
WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. OH LENGTH
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 (D
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR = 00 OH RATIO >_ 1
WATER INFILTRATION. O= o
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. l
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO = OH LENGTH 1
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 DP AND ANCHORAGE
(941) 480-1600 True:
RevsdBy: Date: Revisions: CERT OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
JR 04105117 C REVISED TABLE 2.
Drawn By' Date: Checked By: Date: O Series/Model: Scale: Sheet Drawing No. Rev:
JR 02/20/14 SGD-670 NTS 7 e/ 22 PGTO128 C
Sill Height to 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
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
rRODUCT RENEWED
as complying with tbs FI6riidFa
Buiding Code 1!- I f ?ee , D I
Acceptance NO
Expiration Date _,{L „ 14c '104
BiiA�ui Dade tytwtetlR'
\IIIIIIII/�
4NY\ N
\ LICENSE'
No.58705
_-o Gi=
;J3
0 SATE OF �4U✓
ks
\�
NAL
/'7111 IIt1`�\
A. LYN� UILLER, P.E.
P.E.# 58705
TABLE 3:
TABLE 3A:
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For corner astragal anchorage on 90` or 135' corner units, see sheet 11
Table applies to all Glass types and
the Stile/Astragal types shown
below. Positive (+) DP may be
limited by Table 3A.
Door Unit Height
80"
84"
90"
96"
69-7l8" DLO
73-7/8" DLO
79 7!8" DLO
85-7/8" DLO
Anchor Type
Anchor Type
Anchor Type
Anchor Type
A I B C I D
_A_F B T C I D
A I B C I D
I A I B I C I D
Design Pressure
+90.0 / -140.0
+90.0 / -133.0
+90.0 -122.0
+90.0 / -114.0
24"
17"
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
P-hook
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
1 7+8
Design Pressure
+90.0 / -159.5
+90.0 / -150.3
+90.0 / -138.2
+90.0 / -128
30"
23
Head/Sill
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+1
C5+1
C6+1
C6+1
C5+1
C5+1
DLO
Jamb
14
12
8
8
14
12
8
8
14
1 12
1 8 1
8
14
12
8
8
P-hook
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Design Pressure
+90.0 / -139.4
+90.0 / -130.9
+90.0 / -120
+90.0 / -110.8
36"
29"
Head/Sill
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
s
DLO
Jamb
14
12
8
8
14
12
8
8
14
12
8
8
14
12
8
8
P-hook
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
42
35"
Design Pressure
+90.0 / -125.5
+90.0 / -117.6
+90.0 / -107.3
+90.0 / -98.7
Head/Sill
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
a
DLO
Jamb
14
1 12
8
8
14
12
8
8
14
12
8
8
14
12
8
8
c
P-hook
9+10
1 9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
o
Design Pressure
+90.0 / -115.7
+90.0 / -108
+90.0 / -98.2
+90.0 / -90
z
48
41"
Head/Sill
C6+3
C6+3
C5+3
C5+3
C6+3
C6+3
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
DLO
Jamb
14
12
1 8
8
14
12
8
8
14
12
8
8
14
12
8
8
P-hook
9+10
9+10
F9+ 00
9+10
9+10
9+10
9+10
9+10
9+10
9+10
i 9+10
9+10
9+10
9+10
9+10
9+10
Design Pressure
+83 / -83
+7 7.2 / -77.2
+69.8 / -69.8
+62.6 / -62.6
54"
47"
Head/Sill
C4+3
C4+3
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
P-hook
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
1 7+8
7+8
7+8
7+8
7+8
7+8
Design Pressure
+79.2 / -79.2
+73.3 / -73.3
+66 / -66
+58 / -58
60"
53"
Head/Sill
C4+3
C4+3
C4+3
C4+3
C4+3
C4+3
C4+3
C4+3
C4+2
C4+2
C4+2
C4+2
G4+2
C4+2
C4+2
C4+2
DLO
Jamb
10
8
8
8
1 10
8
8
8
10
8
8
8
10
8
8
8
P-hook
7+8
7+8
7+8
7+8
1 7+8
7+8
1 7+8
1 7+8
7+8
17+g
7+8
1 7+8
7+8
7+8
7+8
7+8
FOR
EXAMPLE ON USING TABLE. SEE SHEET 7.
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
Sill 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 - 3-1/4"
+ 60.0
1
High - 4"
+ 90.0
SEE NOTES 1-3
OH LENGTH I�
F-
2
C7 �
_ 00 OH RATIO >_ 1
= p
O
OH RATIO = OH LENGTH
OH HEIGHT
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN
USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4"
SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED).
SEE TABLE 3A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER
RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT
DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND
EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. I rRODUCf RENEWED
THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 3, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90' Astragal
135' Astragal
Assembly
Lockstile @
135' Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Astragal
Outside Corner
Outside
Inside
Corner
97hf
"
'Ct
Corner
Inside
Corner
Outside
Inside CornerT
Corner
Part #61 (Stile)
Part #61 (Stile)
Part #119 (Out.)
Part #61 (Stile)
Part #61 (x2)
Part #61
Part #61
Part #68 (Astragal)
Part #61
Part #118 (Corner
Part #120 (In.)
Parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 DP AND ANCHORAGE
(941) 480-1600 T;th,
sd By. Date: Revisions: CERT OF AUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
JR 04105117 C REVISED TABLE 3.
wn By: Date: Checked By: Dale: @)Series/Model Scale: Shee[ Drawing No.
wn BY: Date: Checked By. Z�� @)JR 02120114 SGD-670 NTS 8 of 22 PGTO128
as complying with the Florid&
guiding Code
Acceptance No�'6
Expiration Dater'
1'
Miami Dade t' dad CORW
�I�,iilll/!
A�
LIGENS�
_ No. 58705
44/
SATE r .
ij F-ORID;
V ..�...1.
//S/ONAL �,\\\\
Rev: A. LYNN UL LER` P.E.
C P.E.# 58705
NO FRAME "8+9" P-HOOK ANCHORAGE CONSISTS OF:
SEE JAMB (8) P-HOOK ANCHORS, MAX. UNIT WIDTH
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE "C5" CLUSTER SEE "C5" CLUSTER DETAILS,
NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK
THIS POCKETS AND INTERLOCK 42" NOM. CLUSTER, SEE
SHEET SEE POCKET DETAILS, SHEET 11 /
. C (9) P-HOOK - _ _ _ _ x + x PANEL WIDTH
JAMB MOUNTING _ x x x x x x
INSTALLATION, ADAPTER 6" MAX. (( x x x
_ I�
4.051"
24" MAX.
O.C.
THIS SHEET ANCHORS MIDWAY
°
& SHEET 14
I
' p' 3" MAX.
.
BETWEEN P-HOOK
ANCHORS & AT 3"
+
o'
FROM TOP &
BOTTOM
14"�J
r
Q
j ;
MAX. O® I
I
14" MAX. O.C.
8 MAX. TO OPENING
m o
I
� o-
EDGE OF POCKET
SEE
w a
® 1
INSTALLATION
o W
®'
' o'
DETAILS 'Jc' & 'Kc',
>- Q
END PANEL
SHEET 14 & PART
m ¢
,o,
ANCHORAGE
DETAILS 'J' & 'K',
� �
1 j j
0
3" MAX.
(2 ANCHORS)
SHEET 19 FOR
°®_J
P-HOOK
L - _
_ 6" MAX.
--------
lo-�
+2„
x X
x = FRAME
ANCHORS
0
(�
®= P-HOOK
O
ANCHORS
TJ
m
o = P-HOOK
MOUNTING
ADAPTER
ANCHORS
ANCHORAGE ANCHORS END PANEL x' x / xxx xx x x x x
x Ix x AN
x x x
x
96" UNIT
HEIGHT
SEE "C5" CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
24" MAX. O.C.
x
6" MAX.
x x
!!J_ *617
x ANCHORS
x (TOTAL 8
21" MAX. ANCHORS)
O.C. PER JAMB
x x (SEE JAMB
DETAIL
BELOW)
x x
x x x xxxx ,�' ``�
xMAX.
ANCHORAGE '� x' x x x x x' x x x x 6" MAX. ANCHORAGE (SEE
'+2" SKETCH BELOW)
(SEE SKETCH BELOW)L+2" "+2' ANCHORAGE AN
CENTERLINE 8" MAX., TYP. ANCHORAGE ANCHORAGE
OF PANEL 1
ANCHORAGE ANCHORAGE
EXAMPLE: 5-PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
2" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
CENTERLINE OF
INTERLOCK
SEE "C5" CLUSTER
DETAILS, SHEET 10
FOR INTERLOCK
"+2" ANCHORAGE
CENTERLINE
OF PANEL 2
ANCHORAGE EXAMPLE NOTES:
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE
SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT
AND CORNER ASTRAGAL LOCATION, PLUS
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"
O.C. MAXIMUM.
-NU HANEL ANUHUK LXULF' I IUN, ("+I" ANUHUKAUL UNLY):
DISTANCE TO NEXT
f CLUSTER TO BE —
24" O.C. OR LESS
f CENTERLINE OF END PANEL
ANCHORS 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:
JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR
O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14.
"+2" ANCHORAGE
-
REQUIRES
CENTERLINE
SEE "C5" CLUSTER
END PANEL
CENTERLINE
(•
1
"C6" CLUSTER, SEE
DETAILS, SHEET 11
OF
INTERLOCK
DETAILS, SHEET 10
FOR ASTRAGAL
ANCHORAGE —
�AOSTRAGAL (2 ANCHORS)
4.051"
I
3.5"
�i
•
•
•
• i
DYE0
JR 1 04105117 C
,wn By: Date: Check
JR 02120114
t
CENTERLINE � CENTERLINE
"+2" ANCHORAGE
OF PANEL 3 OF PANEL 4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600 FID
UPDATED EXAMPLE TO NEW ANCHOR QUANTITY CERT OF AUTH. #29296
Date:
2.04"
i
6"
EXTERIOR
21"
MAX.
O.C.
TI
5.64"
6" MAX.
f2-TRACK
r P9 A nor !Anon
"+2" ANCHORAGE CENTERLINE
4OF PANEL 5
ANCHOR PAIR
Description:
ANCHORAGE SPACING & EXAMPLE PLANS
rue
SERIES 670 ALUM. SGD - NON -IMPACT
Series/Model: Scale: Sheer: Drawing No. Rev:
SGD-670 NTS 9 0/ 22 PGT0128 C
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
rRODUCT RENEWED
as complying with the FlodtU
Buiding Code
Acceptance No q _I ( 24,' d
Expiration Date�� �Z r
84ismi Dadra" Ct Cc tt•A •
. . ,LY,VA/
11,1o. 58705
Off'. SATE OF /vim:
'40RIO P.. ' �� �•
A. gR MILLIM, P.E.
P.E.# 58705
N
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE
INTERLOCK —IF NEEDED INTERLOCK—, CONDITION, USE
CENTERLINE I CENTERLINE I "C6" CLUSTER DETAIL)
2-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
7" —I— 7"
4"
EXTERIOR 4" DIAG. r' 7 j
ID 2-TRACK FRAME HEAD/SILL
ASTRAGAL OR SPLICE LOCATION
INTERLOCK— IF NEEDED
CENTERLINE I -
EXTERIOR
V
u
3-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-wj�IF NEEDED
CENTERLINE
4-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
@ ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
2.04"
ASTRAGAL OR (FOR SPLICE
INTERLOCK{ CONDITION, USE
CENTERLINE , "C6" CLUSTER DETAIL)
8"
EXTERIOR
ID
3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ASTRAGAL OR II (FOR SPLICE
INTERLOCKCONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
3.5" r---
4"
EXT1EERjIOR
V
4" DIAG.
37" DIAG
I� 7" ---►I
4-TRACK FRAME HEAD/SILL
a ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
u
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-1—IF NEEDED
CENTERLINE ,
2-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
2.04" l—
L
21"
MAX.
O.C.
4"
6" MAX. N
6" DIAG.
2.04"
EXTERIOR
I
21"
5.64" MAX.
O.C.
f2-TRACK
FRAME JAMB
ANCHOR PAIR
ASTRAGAL OR SPLICE LOCATION
INTERLOCK —CIF NEEDED
CENTERLINE 3.5"
2.04"
I 7"
2.04"
21"
MAX.
O.C.
6" MAX.
f
6" DIAG
6" DIAG.
EXTERIOR
5.64"
f
4-TRACK
CDAAAC IAII
EXTERIOR /_\Nu ium I-'/-XIK
ANCHORS MAY BE INSTALLED
EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
5.64"
TERIOR—.I 3.E3. 5„ Ir „ f
6 MAX.
ID 3-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB
ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
rFnITFRI IKIF USE THIS DETAIL)
2.04"
4.08"
i
�VT1-olno
4"
.04"
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
7 IF NEEDED
--i 3.5" f�-
" DIAG.
11
3.5" .5
4-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS
(941) 480-1600 rue:
sdBy. Date: Revisions: CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
mn By: Date: Checked By: Date: Series/Model �SN
cale: Sheet: Drawin" No. Revr
JR 0'2 0114 SGD-670 TS 10 nt 22 PGTO128 C
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET 9.
rRODUC'T RENE*ED
as complying with the 0oc1*"'
guiding Code ^ I i Z(.- a
Acceptance
Expiration Date..Sq.�-��-L7-'�
I sk 1. ..._.�
biiaw D&s
KY LYt`V/v� /7/,+
_ No.58705 _
S I ATE F1 (�441\\
N
A. 14N' ,VI I LLE~ 14� P.E.
P.E.# 58705
2.04"
INTERIOR
/\
6.12"
INTERIOR
4" DIAG.
I � EXTERIOR
4„
2.04" EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
4.08"
INTERIOR/
4"
INTERIOR
90° °
4.08"
R INTERIOR
\ II
2.04"
INTERIOR
/\
6.12"
3.5" 4„
7"
2.04" J
EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
14" DIAG.
7" /\
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
1 EXTERIOR
3.5" f
7"
3.5" 4„
EXTERIOR
7"
90° CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
IKITFRI(1R �I 6.12" 1- -
2.04"
INTERIOR
4.08"
INTERIOR 2.04"
8.94"
3.5N d
EXTERIOR
4" DIAG.
----I 3.5"
4"
2.04" 1 EXTERIOR
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
INTERIOR
7.41 "
135° 54
,o 3 �-
EXTERIOR 7" 4
135° CORNER
3-TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR
4" I I EXTERIOR 5 88"
° ° INTERIOR
INTERIOR [��rq 4' 3.5„ 135°
° 1 — 7"
6.12" + f 4','DIAG. \ \I II �° ` ' 6.12"
4.08"
%EXTERIOR
1.5
7"
4 ON
INTERIOR ALL
EXTERIOR
VIEWS
2.04"
12"
2.04"
3.5' �\ 4.
7" /EXTERIOR
2.04"
INTERIOR 2.04" NOTES:
1. ALL DIMENSIONS SHOWN
7" / ARE BASED ON MINIMUM
ALLOWED.
3.5" 2. DETAILS DEPICT ANCHOR
INTERIOR 1 ° QUANTITY AND SPACING,
AND WOULD BE IDENTICAL
4" DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
° "+1" ANCHOR
Lt74
"
° 8.94"
135° CORNER CENTERLINE
2-TRACK FRAME HEAD/SILL OF PANEL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6") "+2" ANCHOR
"+1" ANCHOR
OF PANEL
"+2" ANCHOR
CENTERLINE
OF PANEL
"+3" ANCHOR
1 °
2.04"
° 4" DIAG.
3.5"
CENTERLINE
OF PANEL
2.04"
I 1-7„ 4" DIAG.
CENTERLINE OF PANEL
2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
MO DUCT RENEWED
as complyft with the Mat&
Ruidi°g code ( f f 2b • oS
Acceptance NO � ^--
Expiration Wee
2.04" �—►I 3.5" 4" 3.5" � \ \ � l I I
4" DIAG.3.5"
EXTERIOR 7' EXTERIOR 4" 2.04 � CENTERLINE �\ Y.LY'v/V/�j
90° CORNER 135° CORNER OF PANEL ��� • L�GENSF ' /�����
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL '
("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL No. 58705
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT = s�
(3-TRACK SIMILAR)
1070 TECHNOLOGY DRIVE
Description: ATE OF
N. VENICE, F 600 75 ANCHORAGE, EXAMPLE CLUSTERS LORIOP .• ���
Revsd By: Date: Revisions:
CERT OFAUTH. #29296 SERIES 670 ALUM. SGD -NON-IMPACT
JR 04105117 C NO CHANGES THIS SHEET. III I �
Drawn By.' Date: Checked By. Date: O Series/Model Scale: Shee(: Drawing No. Rev: A. LYNN MII L�R, P.E.
JR 02120114 SGD-670 NTS 11 °' 22 PGTO128 C P.E.# 58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16"
EXTERIOR 1/4"
a MAX.
SHIM
EMBEDMENT:
SEE TABLE A,
SHEET 1
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
&TABLE A, SHEET 1
NOTE 3, SHEET 1
DE 2-TRACK FRAME HEAD
Aw WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET
1 (1/4" MAX.)
EXTERIOR I
a 2-1/16" *
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
~� SEE TABLE A, SHEET 1
EXTERIOR
a�
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
2-1/16" *
1/4"
MAX.
SHIM
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
3-TRACK FRAME HEAD
Bw WOOD INSTALLATION
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1
ANCHOR
NOTE 5,
SHEET 1)
(1/4" MAX.)
EXTERIOR
fa 2-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
E 2-TRACK FRAME SILL
Dw WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 it
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
IMMINeirsiN
a 1/4" MAX. SHIM --I If
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
0I- 2-1/16" *
EXTERIOR
a
METAL TYP., SEE
TABLE A & ANCHOR
NOTE 4, SHEET 1
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1 SEE
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
S
3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, 2X WOOD
SHEET 1 TYP., SEE ANCHOR
NOTE 3, SHEET 1
2-1/16" *
DE 2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
JR 04105117 1 C I NO CHANGES THIS SHEET.
r✓n By: Date: Checked By: Date:
JR 02/20/>4
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR _�a
- 1/4" MAX. SHIM 1 If
ANCHOR
NOTE 5,
1 SHEET 1�.
1 (1/4" MAX.)
EXTERIOR L
a2-1/16" *
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
2-1/16" *
DE 3-TRACK FRAME JAMB
Hw WOOD INSTALLATION
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
4-TRACK FRAME HEAD
cw METAL INSTALLATION
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
E 4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
METAL TYP., SEE
TABLE A & ANCHOR
NOTE 4, SHEET 1
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4" 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
* DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
TAILS SHEETS 10 & 11
METAL TYP., SEE DE ,
TABLE A & ANCHOR
NOTE 4, SHEET 1
f
EDGE DISTANCE
SEE TABLE A,
SHEET 1
2-1/16" *
\-MIN. OF 3
THREADS
EXTERIOR BEYOND THE
METAL
ID T, SUBSTRATE
1/4" MAX. SHIM i1 �--
E 4-TRACK FRAME JAMB
Iw METAL INSTALLATION
1070 TECHNOLOGY DRIVE Description
N. VENICE, FL 34275 ANCHORAGE DETAILS
(941) 480-1600 rue
CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
?n
Series/MotleL Scale: Sheet: Drawing No. Rev:
SGD-670 NTS 12 0/ 22 PGTO128 C
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
rRODUCiP RENEWED
as complying with the fbdb
Buiding Code
Acceptance Na S- I l 2b • 61
Expiration Date:-",-w
By
Miami Dole duck LV~
LYNN� %.
LIGENSF'������
No. 58705
�a is RITEVF CV�a
'cZORlOA • ' N
/��'ss�onlAL E��
A. LWt UIL R\, P.E.
P.E.# 58705
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
CONCRETE
SEE TABLE A, SHEET 1
SHOWN ARE BASED
PER TABLE
2-1/16" * PER TABLE
2-1/16' *
PER TABLE
2-1/16" *
ON MIN. ALLOWED.
A, SHEET 1 �
A, SHEET 1
A, SHEET 1
1/4" * DIAGONAL O.C. IS
EXTERIOR
MAXl MIN 4" (HEAD & SILL)
a
_
1
1
SHIM OR 6" (JAMB) SEE
EMBEDMENT:
1/4" EXTERIOR1/4"
EXTERIOR
_
DETAILS, SHEETS
SEE TABLE A,
a"
MAX.IDDMAX.
a
10 & 11.
SHEET 1
SHIM
SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
E 2-TRACK FRAME HEAD DE 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Oc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET—i A
1 (1/4" MAX.)
EXTERIOR
a
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
SEE ANCHOR
NOTE 5,
SHEET 1�
i— (1/4" MAXAL
.)
EXTERIOR
2-1/16" * —I— — a 2-1/16" *
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1
SEEANCHOR
NOTE 5,—
SHEET 1
1 (1/4" MAX.)
EDGE DISTANCE: CONCRETE EDGE DISTANCE:
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 —
E EDE 2-TRACK FRAME SILL 3-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
PROPERLY SECURED
SEE TABLE A,
1X WOOD BUCK TYP.,
SHEET 1
SEE ANCHOR NOTE 3,
SHEET 1
}
CONC./CMU ANCHOR
a
2-1/16"
TYP., SEE ANCHOR
ml i
NOTES & TABLE A,
d
SHEET 1
EXTERIOR
CONCRETE
OR CMU
I
V Ir
PER TABLE
1/4" MAX. SHIM
A, SHEET 1
s
2-TRACK FRAME JAMBCONCRETE/CMU INSTALLATION
JR 1 04105117 1 C I NO CHANGES THIS SHEET.
Drawn By: Date: Checked By: Date:
JR 1 02120114
EXTERIOR
a
2-1/16"
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
• V -.
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1
CONCRETE EDGE DISTANCE:
PER TABLE SEE TABLE A, SHEET 1
A, SHEET 1 EMBEDMENT' SEE TABLE A gHFFT 1
EMBEDMENT: SEE
TABLE A, SHEET 1 ~�
EDGE DISTANCE:
CONC./CMU ANCHOR / SEE TABLE A,
TYP., SEE ANCHOR SHEET 1
NOTES & TABLE A,
SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3,
SHEET 1
EXTERIOR
15 1/4" MAX. SHIM
2-1/16" *
CONCRETE
OR CMU
PER TABLE
A, SHEET 1
E 4-TRACK FRAME SILL
Fc CONCRETE INSTALLA
TION
EMBEDMENT: SEE
TABLE A, SHEET 1 —�
e
EDGE DISTANCE:
SEE TABLE A,
PROPERLY SECURED
SHEET 1
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3,
SHEET 1
CONC./CMU ANCHOR11
a
2-1/16"
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET
CONCRETE
OR CMU
EXTERIOR
4
PER TABLE
I-L
A, SHEET 1
1/4" MAX. SHIM
IF
DE 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB
He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLA
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 ANCHORAGE DETAILS
(941) 480-1600 Tine.
CERT.OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
Series/Model Scale: Sheet: Drawing No.
O SGD-670 NTS 13 w 22 PGTO128
Rev:
C
CONCRETE
PER TABLE
A, SHEET 1
PRODUCT RFNE11VW
as complying with We FINW
Braiding Code �rT _ (� • O
Accepta.ce Ns
Expiration
8liagti Dude!' dttct Goo"
ONY LYNIV
` � .• �1GEfVS'F •.��
Nz
No. 58705
w4;
Q '. STATE O� (V
i F40RIDF'
/0NAI
A. L��JNINI1LLf�,�P.E.
P.E.# 58705
INSTALLATION
DETAILS
FRAME JAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE
TO PREVENT
WOOD FRAMING
TABLE A, SHEET 1
P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
O
c
SEE ANCHOR NOTES
EMBEDMENT:
& TABLE A, SHEET 1
SEE TABLE A,
(ALSO SEE TYP. _
SHEET 1
2 ILLUSTRATION, SHEET 9)
EDGE DISTANCE: SEE
TABLE A, SHEET 1 EMBEDMENT:
SEE TABLE A,
26
cv rcolno SHEET 1
PHOOK WOOD ANCHOR TYP., fZ
SEE ANCHOR NOTES V P-HOOK
& TABLE A, SHEET 1 CONCRETE OR J
. CMU PER TABLE
(ALSO SEE TYP2.693" MIN. A, SHEET 1
ILLUSTRATION, SHEET 9) EDGE DISTANCE
eP-HOOK FOR USE WITH FLAT SILL RISERS
PARTS #18, #20, #22 OR #24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR
NOTE 4, SHEET 1; EMBEDMENT: SEE y ADAPTER SMS
MIN. OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE CMU PER TABLE
A, SHEET 1
BEYOND THE METAL ANCHOR NOTES
SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT:
(ALSO SEE TYP.
ILLUSTRATION, SEE TABLE
EMBEDMENT: SHEET 9) SHEET1
1
SEE TABLE A, EDGE DISTANCE: SEE
SHEET 1� TABLE A, SHEET 1
P-HOOK SMS ANCHOR TYP.,
EXTERIOR
SEE ANCHOR NOTES nn__
& TABLE A, SHEET 1 V
(ALSO SEE TYP. 2.693" MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
E P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, #21, #23 OR #25,
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A
FOR WATER RATINGS)
JR 1 04105117 1 C I NO CHANGES THIS SHEET.
Nn By: I Date: Checked By: Date:
JR 02120114
MOUNT
ONLY
2.693" MIN.
EDGE
DISTANCE
CONC./CMU
e
ANCHOR TYP., SEE
26
ANCHOR NOTES &
TABLE A, SHEET 1
e ° °
1-1/4"' MIN. EDGE DISTANCE
'
I EXTERIOR
28 IV
°
P-HOOK MOUNTING
ADAPTER CONC./CMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A, SHEET 1
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
DE P-HOOK FOR USE WITH FLAT SILL RISERS
.lc PARTS #18, #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE ADAPTER CONC./CMU
TABLE A, SHEET 1 ANCHOR TYP., SEE
a ° ANCHOR NOTES & TABLE
A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
IN. EDGE DISTANCE
P-HOOK CONC./CMU EXTERIOR
ANCHOR TYP., SEEJ ID
ANCHOR NOTES & TABLE jT
A, SHEET 1 2.693" MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
DE P-HOOK FOR USE WITH BOX SILL RISERS
Kc PARTS #19, #21, #23 OR #25,
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 ANCHORAGE DETAILS
(941) 480-1600 rue:
CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
Series/Model Scale: Sheet: Drawing No. Rev:
SGD-670 NTS 14 nr 22 PGTO128 C
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOR
ALL APPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS 6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
rRODUCT RENEWED
as complying with the flerw
guiding Code
Acceptance Na ( — I 1 ' G r
Expiration Date
By f i
Miami Dads
,`�11111II��
LY NA//
'� LIGENSF • �/� i
No. 58705
- 0 SATE OF�
Illfll 1':���
A. LYNN M�LLER, P.E.
P.E.# 58705
CONFIG. EXAMPLES
HEADER DETAIL 'A',
SHEET 18; INSTALLATION
DETAILS'Aw' &'Ac',
SHEETS 12 & 13
SILL DETAIL'D'I SHEET
INSTALLATION DETAILS
'Dw' & 'Dc', SHEETS 12 & 13
MAX.
PANEL
HEIGHT
PANEL
PANEL TYPE
TYPE 1QS1
'A'
SEE
NOTE 2
MAX. UNIT_
WIDTH
MAX.
DLO_
WIDTH
NOM.
PANEL
WIDTH TYP
PER
TABLES 1-3
a
90,
PANEL
TYPE
'AS'
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
INTERIOR
MAX. UNIT WIDTH
EXTERIOR
90,
PANEL
CORNER DETAIL'N2',
TYPE
SHEET 19 & CORNER
K'
ANCHORAGE SHEET 11
MAX. UNIT
'
/
/
MAX. HEIGHT
DLO PER
INTERLOCK DETAIL
'M', SHEET 19
/
HEIGHT TABLES
EXTERIOR INTERIOR
1-3
DETAIL'G3', SHEET
aJAMB
18; INSTALLATION DETAILS
X
Gw' &'Gc', SHEETS 12 & 13
EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
#10 X 1-1/2"
PH SMS
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
SILICONE
'HERS
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.
#8X1"
PH SMS
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL
4 75 ANCHORAGE DETAILS / EXAMPLE ELEVATIOi
sd By: Date:visions: CERT OF ALITH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
JR 04105C NO CHANGES THIS SHEET. 7 wn By.' Dale:Checked By: Da O Senes/Model: Scale: Sheet: Drawing No. Rev:
JR 021201144 SGD-670 JNTS 15 nl 22 PGT0128 C
i R
as complying
omplyingw ffi he "'i"
$aiding Code
Acceptance Na t T _t I ,
Expiration Date:
\ 1 ! I I I I I
NY LYN/V
N0.58705
0 SATE 'F � �Q�
'OCGRIOP N
/ONAI- '-
�(I�1 I t \\
A. LYN MILL��, P.E.
P.E.# 58705
CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 151
�,M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13
IXED JAMB DETAIL'G2', T�ASSTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18;
SHEET 18; INSTALLATION ETAILS 'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS 'Aw' & 'Ac',
DETAILS'Gw' &'Gc', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13 SHEETS 12 & 13
SHEETS 12 & 13 , 90'
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
'D'
'A'
MA
/
NOM.
PANEL
/
/
UN
HEIC
WIDTH TYP.
PE
MAX.
PER
SEE
TAB[
DLO
TABLES 1-3
NOTE 2,
1-;
HEIGHT
SHEET 15
a
a
a
O
X
X
X
MAX HNIT WIDTH
SEE FRAME &
PANEL CORNER
CONSTRUCTION
DETAILS SHEET 15
EXAMPLE: OXXX
(2-TRACK)
X.
IT
;HT
R
_ES
SILL DETAIL
'D', SHEET
18;
INSTALL
DETAILS
'Dw' & 'Dc',
SHEETS 12
&13
SILL DETAIL 'D', SHEET 18;
INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19
_�
L2, SHEET 19> 'Z1
�� - HEADER DETAIL
JAMB DETAIL'H2', SHEET P HOOK DETAIL'J' & W, SHEET 'B', SHEET 18;
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', J7 INSTALLATION
'Hw' & 'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 DETAILS 'Bw' & 'Bc',
SHEETS 12 & 13
MAX
HEI
P
TAE
MAX. UNI I WIU I H
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
'M'
'F'
UNIT
NOM.
GHT
ER
PANEL
WIDTH TYP.
3LES
-3
MAX.
DLO
SEE
NOTE 2,
PER
TABLES 1-3
HEIGHT
SHEET 15
a
*
�
o
EXAMPLE: OXXXp
(3-TRACK, RIGHT POCKET)
JR 1 04105117 1 C I NO CHANGES THIS SHEET.
Nn By: Date: ICheckedBy.1 Date:
JR 1 02120114
SILL DETAIL 'E', SHEET 18;
INSTALLATION DETAILS
'Ew' &'Ec', SHEETS 12 & 13
PANEL
TYPE
'A'
MAX.
DLO
HEIGHT
I
PANEL
TYPE
'CS'
NOM.
PANEL
WIDTH TYP.
PER
TABLES 1-3
a
X
MAX.
DLO
WIDTI
TYP.
PANEL
PANEL
TYPE
TYPE
K,
OS
SEE
NOTE 2;
SHEET 15
MAX. UNIT WIDTH
MAX.
UNIT
HEIGHT
PER
TABLES
1-3
11
EXAMPLE: 900 OUTSIDE CORNER - XX/XX (2-TRACK
JAMB DETAIL'11', SHEET 18;
INSTALLATION DETAILS 'Iw' &
INTERLOCK DETAIL'M', SHEET 19 Ic', SHEETS 12 & 13
JAMB DETAIL'12', SHEET 8; INSTALLATION
DETAILS 'Iw' & 'Ic', SHEETS 12 & 13
MAX. UNI I VVIU I H
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'M'
'F'
'F'
'P'
MA
NOM.
UN
PANEL
HEIC
/
/
WIDTH TYP.
/
PE
SEE
MAX.
PER
TABI
OTE 2,
DLO
TABLES 1-3
1-;
SHEET 15
HEIGHT
O
EXAMPLE: XXXO
4-TRACK. BY-PASS
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'Gw' &'Gc', SHEETS 12 & 13
0 �° INTERLOCK DETAIL
//_'M', SHEET 19
90' OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNER ANCHORAGE
SHEET 11
INTERIOR
EXTERIOR
NOM. PANEL
WIDTH TYP.
PER TABLES
1-3
MAX. UNIT WIDTH
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'Cw' &'Cc', SHEETS 12 & 13
SILL DETAIL 'F', SHEET 18;
INSTALLATION DETAILS
'Fw' & 'Fc', SHEETS 12 & 13
1070 TECHNOLOGY DRIVE Description:
N. ENI sFL o 1600 75 ,EXAMPLE ELEVATIONS
CERT OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
Series/Motley Scale: Sheet: Drawing No.
O SGD-670 NTS 16 of 22 PGTO128
MWC1' RENEWED
as > with the Fbd&,
SHMiRg Code
Aomptance 19 it �[•o
Expiration Date— —4.4 4 4 4Z
���lllllf!!
NY LYIvlv
No.58705
4ij�
````
Rev: A. LYNN/MILL`ER,1P.E.
C P.E.# 58705
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
INTERLOCK
SINGLE
INTERLOCK
FIXED
LOCKSTILE
ASTRAGAL
ASTRAGAL
ASTRAGAL
BOX OUT
ASTRAGAL
BOX IN
INT CORNER
90 LOCKSTILE
EXT CORNER
90 LOCKSTILE
EXT CORNER
90 RECEIVER
INT CORNER
90 RECEIVER
EXT CORNER
90 RECEIVER
EXT CORNER
135 RECEIVER
INT CORNER
135 RECEIVER
TYPES
OUT
IN
STILE
W/ HANDLE
BOX OUT
BOX IN
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
#118
#118
W/ HANDLE
#31
W/ HANDLE
#31
#61
0
�0
#120
4 t119
061 #118
#61/
#61
#61
SINGLE
INTERLOCK
F
PP
K
L
TR
TQ
TC
TA
TV
TW
OUT
(BOX OUT)
SINGLE
INTERLOCK
O Q
E
P
A
C
C
I C
SQ
SC
SA
S V
S W
I N
(BOX OUT
(BOX IN)
FIXED
STILE
RR
R
S
S
FD
FC
FV
FW
(BOX OUT)
(BOX IN)
LOCKSTILE
W/ HANDLEfy-
D
n A
' �//
(BOX OUT)
(BOX IN)
uJ
0-
ASTRAGAL
BOX OUT
L R
PANEL NOTES:
>_
W/ HANDLE
(BOXOUT)
1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
F-
ASTRAGAL
IN
A /
I V
4INTERIOR RIGHT
SIZES & DESIGN PRESSURE.
LEFT
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
JBOX
W/ HANDLE
(BOX IN)
PANEL
PANEL
EXTERIOR
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
AND ARE NOT AVAILABLE.
ASTRAGAL
T
I I STILE
v
STILE
(n
BOX OUT
(BOX OUT)
(BOX OUT)
3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES
LL
ASTRAGAL
T
(#61), CORNER RECEIVER (#118) AND EITHER
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
EXTERIOR (#119) OR INTERIOR (#120) CORNER
STILE/ASTRAGAL REQUIREMENTS.
U
LU
BOX IN
APPLICABLE
ASTRAGALS.
J(BOX
INT CORNER
IN)
(B
4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCKSTILE
RT
Cl
#61 AND CORNER ADDON (#31).
( ) ( )
J
LLJz
Z
W/ HANDLE #120
EXT CORNER
SILL RISERS OPTIONS �{
232" 232"
Q
90 LOCKSTILE
W/ HANDLE #119
Q T
QS
232"
.232"
I EXTERIOR
EXTERIOR
-�
EXT CORNER #61
90 RECEIVER`
W/ HANDLE
CT
CS
EXTERIOR I ,j
.062"
EXTERIOR .062" !'4+:OIDiJC3' RENEWED
.062" 4.055" as complying with the Ffurwfi
3.305"
#118
INT CORNER #61
a
1.567"
2.555"
Buiding Code
Acceptance Na ��yz ��
Expiration Date
90 RECEIVER
AT
AS
DF
.062'•
' LA �`
W/ HANDLE #118
'y
#118
EXTCORNER
CF
SILL JAT
18*
FLAT 22
I31/4AT 24 HIGH, 4"ER, FLAT
20
"
90 RECEIVER
FLUSH,SER2
LOW, MEDIUM,
#61
EXTCORNER #31
135 RECEIVER �
VT
VS
VF
-�{ 750" -- 1 r— .750"
I EXTERIOR
W/ HANDLE #61 �
EXTERIOR
.750 EXTERIOR
EXTERIOR i
.062"
INT CORNER #31
35 RECEIVER
W/ HANDLE #61
W T
WS
WF
062"
906" a 4.055"
I a 062"
3.305"
062" 2.555"
Ll
*SILL SILL RISER, BOX
\_ICENS1A_
SILL RISER, BOX '
RISER, B*
19. BOX
O
Q�'•'
21 SILL RISER, BOX 23 25
O O MEDIUM, 3-1/4" O HIGH, 4
FLUSH, 1-1/2"
LOW, 2-1/2"
_- �. No. 58705
* NOT VALID
FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,
SEE SHEETS 6-8 = -D
t/
Description:
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275 PANEL TYPES
(941)480-1600 rue:
lq . � Z
1
�0� •, ATE F ..' &\
�� 40RI01".•'' N
Revsd By:
JR
Date: Revisions:
04/05/17 C NO CHANGES THIS SHEET.
CERT. OFAUTH. #29296
.,` \
SERIES 670 ALUM. SGD -NON-IMPACT /(� �'/SSA' L G \\
Series/Model: Scale: Sheet: Drawing No. Rev:
OT
Drawn By:
JR
Date: Checked By: Date:
02120114
SGD-670 NTS 17 of 22 PGTO128 C P.E.# 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
60OR61
#10 X 3/4".
SMS, X 3
6" LONG
MID PAN
EXTEF
a
FULL LENGTH
OF JAMB
DE
G1
:zv 2-TRACK JAMB
6" LONG CLIP #105
@ W/ RETAINER #106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
ID EXTERIOR
FULL LENGTH 6
OF JAMB 2-TRACK JAMB
_ CLIP #80 OR #105
W/ RETAINER #123
600R61
ID EXTERIOR
(SHOWN WITH
FIXED PANEL TO
THE EXTERIOR)
SHOWN WITH DE 2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERI
a
DE 2-TRACK W/SCREEN
D FRAME SILL
60OR61
1�jL,EXTERIOR
EXT
L,EXTERIOR
�J E
G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
� LOCK PART
l i 75 & 107-11
DE
G4
n ro Ae'I/ IARM
VV/ JI�RCCIV
E 3-TRACK
B FRAME HEAD
DE 3-TRACK
E FRAME SILL
60OR61
EXT
107-
FULL PANEL JAMB LENGTH
OR 61
SEE DETAIL G1
FOR FIXED
PANEL CLIP
SEE DETAIL G2
FOR FIXED
PANEL CLIP
60OR61
EXTERIOR ,EXTERIOR-------' jl EXTERIOR �� v
3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
DE (SHOWN WITH H2 (SHOWN WITH 6%IXEDPANELTOSHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL)FIXEDPANELTO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
DE 4-TRACK
C FRAME HEAD
DE 4-TRACK
F FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES 1-3
70 TECHNOLOGY DRIVE Description:
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 10N. VENICE, FL 34275 VERTICAL SECTION DETAILS
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. (941)480-1600 title:
Revsd By: Date: Revisions: CERT OFAUTH. #29296jn@T
SERIES 670 ALUM. SGD - NON -IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
Drawn By. Date: Checked By: Date:Series/Motlel: Scale: Sheet: Drawing No, Rev:
JR 02120114 SGD-67o NTS 18 nl22 PGT0128 C
as complying with the fbal 9e
Buiding Code
Acceptance No__ 1124 0 �
Expiration DS
I. YN/V/1 '%
No.58705
�� !/TATE JF (V4u
i �s �4OR101''
AL
A. LYtJN MILLER,`F�.E.
P.E.# 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
OR 61
ID EXTERIOR
P-HOOK FOR FLAT SILLS
E (EXT. OR INT. MOUNT)
60OR61
ID EXTERIOR
DE P-HOOK FOR BOX SILLS
K EXT. MOUNT ONLY
FYTFPlr)P
LE
E STANDARD ASTRAGAL #67 pE HEAVY-DUTY ASTRAGAL #68
L1 WITH STANDARD STILES #60 L2 WITH HEAVY-DUTY STILES #61
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)
135° OUTSIDE CORNER
Ko 2-TRACK SHOWN
4 INTERIOR
DE 90' OUTSIDE CORNER pE 90° INSIDE CORNER
N1 2-TRACK SHOWN N2 2-TRACK SHOWN
4 INTERIOR
DE 135' INSIDE CORNER
02 2-TRACK SHOWN
IOR
INTERIOR
1070 TECHNOLOGY DRIVE
Descripti--
N. VENICE, FL 34275
HORIZONTAL SECTION DETAILS, CORNERS
(941) 480-1600
rue:
RevsdBy:
Date:
Revisions:
CERT.OFALITH. #29296
SERIES 670 ALUM. SGD - NON -IMPACT
JR
04105117
C
NO CHANGES THIS SHEET.
Senes/Model
Scale:
Sheet:
Drawing N.
Rev:
Drawn By:
JR
Date:
02120114
Checked By:
Date:
®
SGD-670
NTS
19 of 22
PGTO128
C
60OR61
EXTERIOR
lu
600R61
em
INTERLOCK
* ITEM #61 (HEAVY-DUTY
STILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
trRODUCT RENEW®
as compiyingwhb dw Bbdb
Baiding Code
Acceptance ^ (� zf. • r
Expiration Date-�,LnMA-js"
R� rt.t.�i .cu�a�
ONY LYNN �''•.
No. 58705
46
-0 S E rF.
�� c�ORIDA NCB\�
A. LYNN'MIL'LEk P.E.
P.E.# 58705
Item
#
PGT
Dwg. #
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 SCREEN 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
617308
3-TRACK JAMB
17
17311
617311
4-TRACK JAMB
18
17322
617322
SILL RISER - FLAT, FLUSH, 1-1/2"
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, 3-14'
23
17354
617354
SILL RISER - BOX MEDIUM, 3-1/4"
24
17323
617323
SILL RISER - FLAT, HIGH, 4"
25
17320
617320
SILL RISER - BOX HIGH, 4"
26
17333
617333
POCKET P-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
17334
617334
POCKET P-HOOK MOUNT
29
17335
617335
P-HOOK COVER
30
17348
617348
POCKET P-HOOK FOR BOX RISER
31
17376
617376
135 CORNER
32
17378
1 617378
1135 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 INTERLOCK
45
4317
612256
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER - ST. STL.
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
OXO SCREEN ASTRAGAL ADAPTER
51
1692
61692
SCREEN SPLINE - .165"
52
1694
61694
SCREEN SPLINE - .150"
53
61816C20
SCREEN CLOTH
54
1725
1/2" X 4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5
55
1726
l" X4" X 1/16" SET. BLOCK. NEOPRENE 85 +!-5
JR 1 04105117 C I NO CHANGES THIS SHEET.
Drawn By: I Date: Checked By: Date:
JR 02120114
Item
#
PGT
Dwg. #
PGT #
Description
60
17325
617325
PANEL STILE
61
17326
617326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
6TP248
VINYL BULB WSTP. - THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
67
17329
617329
ASTRAGAL
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-1/2" X 1" X 3/4" HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. STL. ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW-899, DOW-995 OR GE-7700
75
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
71032X1 FPFX
#10-32 X 1" FL. SS SCREW W/ TYPE "F" TIP
77
7103239
10-32 STEEL ZINC U-NUT
78
17358
617358
3/16 & 1/4" BEAD
79
17357
617357
1" IG BEAD
80
17359
617359
7/16" BEAD I FIXED PANEL CLIP
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, 1/2" X 1/16" SGL. SIDE ADH. TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1696
71696
DUST PLUG
103
8186
78186X
1" KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
105
17344
617344
FIXED PANEL CLIP - 6" LONG
106
17352
617352
FIXED PANEL RETAINER - 9/16"
107
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN, USED WITH #75
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE, USED WITH #75
109
1731
78162SN
HANDLE KIT- RECESSED INT. WITH THUMB TURN, USED WITH #75
110
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL, USED WITH #75
111
71OX34PPSDAX
#10 X 3/4" PH. PN. TEK - S.S.
112
1235
67S16
WSTP, 270 X .170 - FIN SEAL
113
1712
64066
.187" X .230" FINSEAL
114
71OX115PPX
#10 X 1-1/2"
115
710XPPT
#10 X 1"
116
720X1X
#14-20 X 1" S-S.
117
720X112X
#14-20 X 1-1/2" S.S.
118
17336
617336
90 DEGREE CORNER RECEIVER
119
17337
617337
90 DEGREE OUTSIDE CORNER ASTRAGAL
120
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
1 617352
IFIXED PANEL RETAINER, 7/8"
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OF AUTH. #29296
Description:
PARTS LIST
Title:
SERIES 670 ALUM.
Series/Model: Scale: Sheet:
SGD-670 �NTS 20
SGD - NON -IMPACT
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 56-59, 66, 81, 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.
Drawing Na Rev'
of 22 PGTO128 C
PRODUCT REN9M
as complying with th011lieoiilR
guiding Code
Acceptance
Expiration Dste_41_801ur
gy l �c� - �•----k—
ui.mi Dade
1��111111!//i
_ No. 58705
l/ )q �;
O� TATE bPI (V\'
i `c40RIOP
/I//IIII110'
A. LYNN MILLER, P.E.
P.E.# 58705
O 1 2-1 KAUK HLAU
U (6063-T6 AL)
1"
6.198"
0.0811, J O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
7.105"
0.081" J 03-TRACK HEAD
(6063-T6 AL)
9.142"
0.081 " J O 4-TRACK HEAD
(6063-T6 AL)
1.514"
1.260"
0.060"
OFRAME HEAD/JAMB SCREEN
ADD -ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
JR 04105117 1 C I NO CHANGES THIS SHEET.
Drawn By: Date: I Checked By: Date:
JR 02120114
8.562"
M e:�
1.505"
10 4-TRACK SILL
(6063-T6 AL)
15"
O3-TRACK SILL
(6063-T6 AL)
6.221 " 01
_ 0.080"
1.211 _ LF'F"05"
1 � 0.062"
0.532"
f1.516"
FRAME SILL SCREEN
12 ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
O2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL)
O7 2-TRACK SILL
(6063-T6 AL)
--� 1-""- 0.060"
0.760"
1 I f 1.990"
FRAME SILL SCREEN
13 END ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
)5"
-1 1.36"
0.081"
O.0
6.198"
2-TRACK JAMB V
15 SCREEN TRACK
(6063-T6 AL)
1.36"
0.081"
7.105"
16 3-TRACK JAMB
(6063-T6 AL)
14 2-TRACK JAMB
(6063-T6 AL)
1.36"
0.081"
7 1.872" 5
0.062" LEZI 1.019"
SCREEN f
40 STILE
(6063-T6 AL)
i9"
9.141"
17 4-TRACK JAMB
(6063-T6 AL)
1070 TECHNOLOGY DRIVE Description:
N. VENICE, FL 34275 EXTRUSIONS
(941) 480-1600 Tine:
CERT OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT
Series/Modell Scale: Shee: Drawing Na. Rev'
SGD-670 �NTS�2'1 ar 22 PGTO128 C
1.045"
I
1.993" 0,062"
SCREEN
45 TOP RAIL
(6063-T6 AL)
I-�- 0.875"
1.993"
t 0.062"
ESCREEN
46 BOTTOM RAIL
(6063-T6 AL)
rk0i3UC'i• PCN ED
l�titlfra
as complyingthe
cept Code
Acceptance
Acceptance
Expiration D� � I�Z-�
'3iiiwad Doi
ONj• •` f iVlU�
q�.�� •''�icErvs� •�ll��
_ N0.58705
0 STATE F
s (^s ORID \ \
777/ / JONAL ti\ \ \\\
A. LYNN MILLER, P.E.
P.E.# 58705
016"
0.718" -
0.062" -
0.264
OFRAME
SCREW COVER
(6063-T6 AL)
.155"
0.83"
3.802"
0.752'
0.574"
0.080"
OSILL f 0.075"
11 TRACK 2s P-HOOK
(6063-T6 AL) (6063-T6 AL)
2.30"
0.830"
1.974" -I
- 2.44"
31 135° CORNER
(6063-T6 AL)
s7 STANDARD ASTRAGAL
(6063-T6 AL)
1.003"
0.757"
0.050" ' f
105 FIXED
PANEL CLIP
(6063-T6 AL)
550"
0.709"
0.080" -4- f
FIXED PANEL
106 RETAINER, 9/16"
(6063-T6 AL)
me:
e
32 135' FIXED MOUNT
(6063-T6 AL)
5"
2.304"
0.796"
0.062"
P-HOOK MOUNTING f
28 ADAPTOR
(6063-T6 AL)
4"
0.062" f
1.600
,0.,
3.125"
so STANDARD STILE
(6063-T6 AL)
68 HEAVY DUTY ASTRAGAL
(6063-T6 AL)
0.080" �
} L9.1 2.F
f
�I 0.863
FIXED PANEL
123 RETAINER, 7/8"
(6063-T6 AL)
JR 04105117 1 C I NO CHANGES THIS SHEET.
Drawn By: Date: Checked By: Date:
JR 02120114
118 90' INSIDE/OUTSIDE
CORNER RECEIVER
(6063-T6 AL)
4.125"
15"
0.062"
3.25"
s9 TOP/BOTTOM RAIL
(6063-T6 AL)
3.802" �-A
0.752"
� 0.885"
1.1i 3"tL] L
0.233" 0.062
29 P-HOOK SCREW 3o P-HOOK FOR BOX RISER
COVER 0.080" (6063-T6 AL)
(6063-T6 AL)
4"
0.133" J 1.600
3.125"
61 HEAVY DUTY STILE
(6063-T6 AL)
0.062" 1
1.888"
1.3103" l
1 1
f 0.325"
0.062" J f
BINTERLOCK
s2
INTERLOCK
65
ADAPTER
SCREW COVER
(6063-T6 AL)
(6063-T6 AL)
I 1.050" 1.050"
1.304" 289"
f 611"
� .045' 1
f045"
-I GLAZING 7/16" GLAZING
79 BEAD (I.G.) 8o BEAD, FIXED
(6063-T6 AL) PANEL CLIP
(6063-T6 AL)
1.050"
.849"
f.045" �--
�$ 3/16" & 1/4"
GLAZING
BEAD
(6063-T6 AL)
4„ 5.621" l
1
� f 0.133"
1.498" 0.133�� 1.498"
80.1
r 4'
5.621 "
120 90' INSIDE CORNER ASTRAGAL
119 90' OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
(6063-T6 AL)
1070 TECHNOLOGY DRIVE Description.
N. VENICE, FL 34275 EXTRUSIONS
(941) 480-1600 Tale
CERT. OFAUTH. #29296 SERIES 670 ALUM.
FnST
SeriesIkf.d l: Scale: Sheet:
SGD-670 �NTS 22
SGD - NON -IMPACT
Drawing No. Rev:
nr 22 PGTO128 I C
P-Rooucr RENEWBD
as compipieg WWb*9
suiding Code D I
Acceptance NO,
Ezpiradon Date `j:.p2_V-
llunit
AEisemi Dade
\ ' ocENs . t
No.58705
� 3 . r lq
O ST TE F \ ZO
F40RIDN
A. LYNIf�{ IM{LLER, P.E.
P.E.# 58705