HomeMy WebLinkAboutNOA; Series SGD-670 Aluminium Sliding Glass Doors• M IAM I -DARE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described h wit on ing Code,
including the High Veloc' cane Zone.
DESCRIPTION: S<ies "SGD-670" Aluminum Sliding Glass Doors w/ 90° & 1350 corners -NI
APPROVAL DOCUMENT—Diawiny No. PGTO128 Rev D, titled "Series 670 Alum SGD-No - act", sheets 1
through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revise on 22/20, signed and sealed by Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: 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 revises NOA # 19-1126.01 and consists of this page 1 and evidence pages E-1, E-2 E-3 & E-4, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E. _
NOA No. 20-0429.07
�! Expiration Date: April 07, 2025
Approval Date: OCT 08, 2020
Page 1
• PGT Industries. Inc.
' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. 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 1 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/
TPS, 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 06/20/16, 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. (All 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 11/0l/13, signed &
sealed by Marlin D. Brinson, RE (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 ATI72138.01401-18.
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 #14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30115, sheets 1 thru 67, prepared by PGT, 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)
1 s1a7 1. L4gh.1,_
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.07
Expiration Date: April 07, 2025
Approval Date: October 08, 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`h 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 (5th 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 04/18/17 and last revised on
08/09/17, complying with FBC-217 (61h Edition), prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTME-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(51h edition) & FBC 2017(6th Edition) and letter of
no financial interest, prepared by PGT, 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. Evidence submitted under previous approval.
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. TESTS
1. None.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.07
Expiration Date: April 07, 2025
Approval Date: October 08, 2020
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6th 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.
4. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev D, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/22/20, signed and sealed
by Lynn Miller, P.E.
B. TESTS
1. 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
along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative
units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2,
PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT
PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A
Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis
Ortega, P.E.
B. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 71h Edition
(2020), dated 04/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04, -09, -12 and -16.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None. I St,.7
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.07
Expiration Date: April 07, 2025
Approval Date: October 08, 2020
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letters of conformance to FBC 2020(7th Edition), dated 04/18/20, prepared, signed &
sealed by Lynn Miller, P. E.
G. OTHER
1. This NOA revises NOA #19-1126.01, and updates to FBC2020 (7th Edition), expiring 04/07/25.
2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E, expiring
04/14/21expiring 04/07/25.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.07
Expiration Date: April 07, 2025
Approval Date: October 08, 2020
E-4
SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS
DOOR INCLUDING POCKETS & 900/1350 CORNERS
GENERALNOTES
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, ASO.
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. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) REFERENCES: ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CREfEFLEX AND
AGGREGATOR NOA'S, ANSI/AF&PA NOS 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 R. SEE DETAILS ON SHFFTS 4 AS -
Glass
Type
Description (Listed from Exterior to Intedor)
SS
G1A
1/4' TEMPERED GLASS
SS + 5/8" AIRSPACE + 3/16" TEMPERED GLASS
G2A
1• I.G.: 1W TEMPERED GLASS + 11T AIRSPACE + 1/4" TEMPERED GLASS
IMPACT RATING DESIGN PRESSURE RATING
NOT RATED FOR MISSILE SEE TABLES 1, 2 & 3 ON
IMPACT RESISTANCE SHEETS 6,7 & 8
CODES/ STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300-09
• ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISI S100-16
• AISC 360-16
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4.5
ANCHORAGE .....................
B-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
I JR 1 032620 1 D I UPDATED TOFBC2020, ANCHOR TYPE TABLE I
N. VENICE FL 34275
(811)4861600
REGISTRATIONi29296
TARI F A-
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Mln. O.C.
Distance
Min.
Embedment Metal Thickness s
A
#12 18.8 SMS or
#12 410 SS SMS
(min. of 3 threads
beyond metal substrate)
All
Southem Pine (SG - 0.55)
9116"
7/8'
1-318"
6063 T5 Aluminum
3/8"
9116"
0.071" (20 Ga)
A36 Steel
318"
9116"
0.050,
Gr. 33 Steel Stud
3/8'
9/16"
0.045" (18 Ga)
1/4" DeWaIVEIco
Aggre-GatorG
All
Concrete (min. 2.22 ksi)
1-112"
3"
1-3/8"
Jamb / P-hook
Filled Block (ASTM C90)
2•
3"
2°
Jamb / P-hook
Hollow Block (ASTM C90)
2
3"
1-1/4"
All
I Southern Pine (SG = 0.55)
1`
1°
13/8'
B
#12 Steel SMS (Gr. 5)
(min. of 3 threads
beyond metal substrate)
All
Southern Pine (SG = 0.56)
9/16'
7/8'M0.04V"(18
6063-T5 Aluminum
318"
9116"
A36 Steel
3/8"
9/16"
Gr. 33 Steel Stud
3/8"
9116"
1/4" Elco UltmCon®
All
Concrete (min. 2.85 ksi)
1°
4'
13/8'
Jamb / P-hook
Hollow Block (ASTM C90)
1"
6'
1-114°
C
1/4' DeWalt
re
Head / Sill
Concrete (min. 3 ksi)
1-5/16°
4"
13/8'
Jamb / P-hook
Concrete (min. 3 ksi)
1"
4'
1-318•
Jamb / P-hook
Hollow Block (ASTM C90)
1°
3•
1-1/4'
All
Southem Pine (SG = 0.55_L
1"
1-1
1/4• Eico UltraCon(D
All
Concrete (min. 2.8 M)
2-112"
4"
13/8"
Ja / P-hook
Filled Block (AS 90)
2-112'
4"
1-3/4"Jamb
/ P-hook
Hollow Block (ASTM C)
2-1W
6"
1-1/4"
D
410 SS
CreteFlex o Flex®
Head / Sill
Concrete (min. 3.35 ksi)
1"
4"
1-3'
Jamb I P-hook
Concrete (min. 3.35 ksi)
1"
6"
11-3/4'DeW
Jamb / P-hook
Hollow Block (ASTM C9D)
2-1/2"
6°
1-1/4'
All
Southern Pine (SG = 0.55)
1•
1"
13/8"
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 THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES, SEE TABLE 5, SHEET 20.
4) HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS.
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES PRODUCT REVISED
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE as complying with the Florida
ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR Building Code
EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA-No. 20-0429.07
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. Expiration Date: 04107/2025
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12" THICK. PROPERLY By;_ I c�-1. .
SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO MiamF-0Dad
1. product
Control
SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER.
1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS 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 SUPPORT THE ENTIRE LENGTH OF THE
SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO
SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
1/ TLT/#13 i�
I SERIES 670ALUM. SGD - NON -IMPACT I
SCD•670 I NTS I i d 22 1 POT0128
CEN
Pam.•' . F
No. 58705
11ATE
10NAL ��G��.
A. L/ 1I MIL `R, P.E.
P.E.# 58705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH 1� �� RTNOM. ANEL WIDTH
PER TABLESI-3 ABLESI3
r i i
Jw Jc I O
MAX. UNIT 3 1 to i a° MAX. UNIT 1
HEIGHT / 1 I' a HEIGHT
PER TABLES 1-3 j ER TABLES 1-3
low
Iqq...
POCKET � y
I
1-PAN
MAX. UNIT WIDTH
MOM. PAN WIDTH NOM. PE
PER ABLES 1.3 3 3 PER
1 13
. UNIT t 1s
EIGHT
PER AI LES 13
� I
I
Jw Je
I �
1 IW&W
14 14 12yy
J
POCKET
3-PANEL CONFIGURATIONS w
1 13 t
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
m
�J
m
m
MAX. UNIT
HEIGHT 1 3 is is 1s to
PER TABLES 1-3
5-PANEL CONFIGURATIONS
Rw oe�
JR 032620 J�rj NO CHANGES THIS SHEET.
'r —20= rleana Drat
vva n�nm�e
MAX. UNIT WIDTH
2-PANEL
IA�
1
OWN1WN
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.
v Jc
14 i p c
14
I x W
I °w
POCKS a i y
. ---�
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
4 SHEET NUMBER
UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7"
LO HEIGHT = DOOR UNIT HEIGHT - 10.125"
1 13 t 3 P NEL HEIGHT = DOOR UNIT HEIGHT-1.866"
m � m
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH ]--_
-,—NOM. PANEL WIDTH
1111111F.T is Tar
1-314A31Y ¢ I 1
to 1 w i^u MAX. UNIT
to SEE
j i a y HEIGHT t9 p�o NOTE
/ W 4%1 PER 2, THIS
I z TABLES 13 SHEET.
U /
POCKET la w I—TgFq 0 l M
3 , 3 1w i3 CORNER, TYP. ;
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
D707ECNNOLOGYDRAE
M vSW-& R EXAMPLE CONFIGURATIONS
(Ml)480.1500 L (K
ns
REGIs7RtnoNrmasS SERIES 670 ALUM. SGD - NON -IMPACT
emruae mm — oa�caa
® sGns70 NTS 2 d 22 PGTO128
9
N
as complying with the Florida
Building Code
NoA-No. 20-0429.07
Expiration Date:04/0712025
Miami -Dade Product Control
pN' L ny/V *
`��'C�.••LICENSF'•�1��
k : No.58705
G
%?O�'. 5 ATE F (V�\
''S70NAL iEti
A LYNN MILLER, P.E.
P.E.# 58705
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
NOM. PANEL WIDTH Ac c c
PER TABLES 1-3
1 ,3
1 13 _—
MAX.
HEIGHT, , is
UNIT 13
96" OR 120"
1—
NOM. F
PE
MAC
HE
PER TP
-
i�1 11-
"I
I W
b'7
fmE'7 m � m
,1- l
Jw Jc I
, 1 I
14 14 I�oja p IOg
1�¢N
IW i
Ia�w
POCKET j
6-PANEL CONFIGURATIONS
,AN EL WIDTH
TA13LES 1-3
,1- l
Jw Jc I
, 1 I
14 14 I�oja p IOg
1�¢N
IW i
Ia�w
POCKET j
6-PANEL CONFIGURATIONS
,AN EL WIDTH
TA13LES 1-3
1. n
m
Q�7
lion
UNIT
vil
GHT
imF7
fmE7
f�E7
im[77
iFl
fE7
PLES 1-3
NOM. PANEL WIDTH _
PER TABLES 1-3
1 3
MAX. UNIT 1w 13
HEIGHT 1 3
PER TABLES 13
J
7-PANEL CONFIGURATIONS
�.r--- i
w Jc I
4 1
14 lL4
I.2k
IW U
POCKET 1 n
1
c w
1 13 1 13 1 3
iE7f[i7fP.7il<7riF�rik7
iE7
m
m
[E7
iL7
m
m
m
m
m
m
iE1
fF7
Q7
8-PANEL CONFIGURATIONS
N. VE7JlC� FL S/715
(err/=15o1i
NO CHANGES THIS SHEET. REGISM4770NOPYM
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "JYV', "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 13.
"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"
Jw Jc I
14 1
e �
14 1 loco_
IF 4
E
w
1 4 a '-
POCKET j y
I
2®0®1®
CONFIGURATIONS
I SERIES 670ALUM. SGD - NON -IMPACT I
sGD.67o I NTS 1 3 a 22 1 PGTO128
PRODUCT REVISED
as complying with the Florida
Building Code
HOA-No. 20-0429.07
Expiration Date: 04/07/2025
By: 1 ca..Z I. cTi—"
Miami -Dade Product Control
No.58705-iVATE F
"''SSP0NAL E��G`•
A.L bM'LLw P,E.
P.E.# 58705
GLAZING DETAILS lG1 & G1A
3/16" T GLASS
EXTERIOR
a
3/4" NOM.
GLASS
BITE
EXTERIOR
3/16" TEMPERED GLASS, TYPE G1
1/4" T GLASS
EXTERIOR
a
3/4" NOM.
GLASS
BITE
1/4" TEMPERED GLASS, TYPE G1A
GLAZING NOTES: 11070 TECfINOLOGYDRI
'T' = TEMPERED �Q R
flIBO•fB00
REGISMM
� JR 03252T 0 D I NO CHANGES THIS SHEET.77ON'
ERIES 670 ALUM. SGD - NON -IMPACT
bme a* — orrow
sm-m NTS 4 a 22 PGT0128
PRODUCT REVISED
as comprg with the Florida
Building do---
NDA-No. 20-0429.07
Expiration Date: 04/07/2025
By: 1 s", 1. G4-1,
MIamFDade Product Control
ON GENSN�/�
k : No. 58705
'()NAL ENG``•
A. LIi/r 4 Ad1L1LP.E.
P.E.0 58705
GLAZING DETAILS (G2 & G2A)
I+ 1" NOM.
3/16" T GLASS —
5/8" AIR SPACE
3/16" T GLASS
EXTERIOR
a n
1/4" T GLA
M" AIR
IN'T
EXTERIOR
a
3/4" NOM.
GLASS
BITE
1" I.G. GLASS, TYPE G2
I-- 1" NOM. --I
3/4" NOM.
GLASS
BITE
STRUCTURAL 1/q" NOM.
XYISOBUTYLENE
WITH DESICCANT
EXT. GLASS
U�,- —INT. GLASS
KODISPACE
,za 46G TPS
ALUMINUM
REINFORCE
5/16" NOM.
BUTYL &
DESICCANT
FOAM
EXT. GLASS —\
`INT. GLASS
1ze DURASEALO
SPACER
HOT -MELT BUTYL
STRUCTURAL
SILICONE FOAM 3/16" NOM.
WITH
DESICCANT
EXT. GLASS
U,- —INT. GLASS
SUPER
1u QDAf-=D@hIVY-
POLYISO- DESICCANT FILL AREA
BUTYLENE
5/16" NOM.
SEAL
LICONE SEAL
_
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
VINTILASS
PRODUCT REVISED
as complying with the Florida
XLEDGE
Building code
1�
N0A No. 20-0429.07
SPACER
Expiration Date: 04/07/2025
BY: 1 su-Z 1. Gh+--
Miami-Dade Product Control
Part #
Description
Material
124
Kommerling 4SG TPS Spacer System
See this
Sheet tar
125
Quanex Super Spacer nXT with Hot Melt Butyl
126
Quanex Duraseal
Materials
127
Cardinal XL Edge Spacer
`f REFERENCE TEST REPORTS: FfL-8717. 8958 & 8970 W"'I,
: ON �LNSR
1" I.G. GLASS, TYPE G2A
No. 58705
=� ZD : C�
GLAZING NOTES: 1o7oTEcrarolocroRivE °� �O� . <4,
T' =TEMPERED M IOEAui� FL 3W5 GLAZING DETAILS a TE F
JR 03�2520 D NO CHANGES THIS SHEET.
REG/SM7roN09M SERIES670ALUM. SGD-NON-IMPACT _ �''�;S�CNAL ENG``�
RJR 07/20HI acme uric ?�JF
SGD870 NTS 5 °� 22 a.+c PGTO128 D A L4P E.# 58705
P.E.
I I TABLE 1- Tnwl r:IA• I I
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.
Door Unit Height
ar
84'
1.
go,
Positive (+) DP may be limited by
TablelA.
9- / L
-
AAchorGmup
AnchorGroup
Anchor Group
AnchcrGmup
A B C D
A B C I D
A I B IC D
A I B I C I D
24"
17"
Design Pressure
+90.01-127.1
+90.01-120
+90.01410.6
+90.01-1029
Head/Sill
C4+1
C4+1 C4.+1 CA+1
C4+1
C4+1
C4+1 CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
G4+1
C4+1
C4+1
DLO
Jamb
10
8 8 8
10
8
8 B
10
8
8
8
10
8
8
B
P-hook
6+7
6+7 6+7 6+7
7+8
1 7+8
1 7+8 1 7+13
7+8
1 7+8
1 7+8
1 7+8
7+8
1 1+8
1 7+8
1 1+8
Design Pressure
+90.01-106.3
+90.01400.2
+90.0
/-92.2
+85.3/-853
30,
23"
Head/Sfll
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C1+1
C4+1
C4+1
C4+1
DLO
Jamb
10
8
8
a
10
8
8
8
10
B
8
B
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/-929
+87.3/57.3
+80.0/50
+73.81-73.8
29"
Head/Sill
C4+1
C4+1 C4+1
CA+1
C4+1
G4+1 C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C1+1 C4+1
C4+1
t
DLO
Jamb
10
8 8
8
70
8 8
8
10
B
8
B
10
8 8
8
P-hook
6+7
6+7 6+7
6+7
7+8
7+0 7+8
1+8
7+8
7+8
7+8
7+8
7+8
7+8 7+8
7+8
_
De • nPressure
+83.7/-83.7
+78.41-78.4
-71.61-71-6
+65.8/55.8
�"
35"
Head/S81
C4+2
C4+2 C4+2
CA+2
C4+2
C4+2 C4+2
Gt+2
C4+2
C4+2 21+1
C4+1
C4+1
2 +1 C4+1
C7+1
o.
DLO
Jamb
10
8 B
8
16
B 8
8
10
8 8
8
t0
a a
8
P-hook
6+7
1 6+7 1 6+7
1 6+7
1+8
7+8 1 7+8
1 7+8
1+8
1 1+8 1 7+8
1 1+6
1+8
1 1+8 1 7+8
1 7+8
E
48"
41"
Design Pressure
+77.11-77.1
+720/-72
+65.51.65.5
+60.0/50
Head/Sill
C7+2
G4+2 C4+2
C4+2
C4+2
C4+2
C4+2
Gt+2
C4+2
G4+2 G4+2
G4+2
G4+2
01+2
C4+2
G4+2
DLOWHead/Sill
10
6 8
B
10
6
8
8
10
8 8
a
10
B
8
8
6+7
6+7 6+7
6+7
7*8
7+8
7*8
7+8
7+8
7+8 1+8
1+8
7+8
7+8
7+8
7+8
Designure
+72.51-72.5
+67.4/57.4
+61.0/51
+54.7154.7
54"
47"C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
CA+2
C4+p
CA+2
C4+2
CA+2
C4+2
C4+2
DLO10
8
8
8
10
B
8
8
1088a
10a88
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
1+8
7+8
1+8
7+8
1+8
1+8
7+1i
7+8
m+69.1/59.1
+64.0/54
+57.6157.6
+60.61.50.6
C4+3
CA+3 C4+2
Gq+2
C4+2
C4+2
C4+2
CA+2
C4*2
C4+2 C4+2
C3+2
C4+2
CA+2 C4+2
CA+2
DLO 1
Jamb
10
8 8
8
10
8
8
8
10
8 a
8
10
8 8
8
P-hook
6+7
6+7 6+7
6+7
1+8
1+8
7+8
7+8
7+8
7+8 7+8
7+8
7+8
7+8 7*8
7+8
r•UK tAAMNLt UN USING IAl1Lt, Stt E SHtF 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-1-112"
see note 3
Low - 2-1/2"
+ 46.67
Medium - 31/4"
+ 60.0
High-4"
+90.0
Stt NU I tS 1-6
OH LENGTH
OH LENGTH w
OH RATIO = OH HEIGHT 3:of OH RATIO z 1
O
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
3-1/411 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 1-112" 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. PRODUCT REVISED
TNP Cn1 I n1AnAIG eTu P 0 AQTDAI-Al T D=V cunt 1 DC 11- cl1D TA DI o n oc cu— 14 o n +n —M no csW n 11 o
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90" Astragal
Assembly
Lockstile @
90°Astragal
135" Astragal
Assembly
Lockstile @
135°Astragal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
Outside Comer
Inside Corner
outside
Corner
Inside
Corner
Inside
Comer
Outside
Corner
Part #60 (x2)
Part #60
Part #60
Part #60 (Stile)
part #67 (Astragal)
Part #60
Part #61(Stile)
Part #118 (Comer
Receiver)
Part #119 (Out.)
Part #120 (In.)
Part #61(Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
Part #61
I JR I 032620 I D I NO CHANGES THIS SHEET. I
(941)480-1800
REGIS7RATION09Y95
_PD ANDANCHORAGE
SERIES 670 ALUM. SGD -
swm tale Belt
sGns79 NTS 6 e 22
PGT0128
as complying with the Florida
Building -Code
NOA-No. 20-0429.07
Expiration Date: 04/O712025
By: _ 1 sr"7 1. L4,"1..
Mlaml-Dade Product Control
1r111rr1r
;r : • No. 58705
oS A7 OF:•A141
lS��tVAI L
A LYNN MILLER, P.E.
P.E.# 58705
TABLE 2:
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90' or 135' oomer units, see sheet 11
Table applies to a6 Glass types and
Door Unit
Height
the StilelAstragal types sh.
below. P.hhe (+) DP be
80"
69-715' OLD
84'
73-718' OLO
90"
79.715" DLO
96"
85-718" DLO
102'
91.718' DLO
108'
97-718' DLO
114'
103-718- DLO
120'
109-718" DLO
may
limited by Table 2A.
Anchor Group
AnchorGmup
Anchor Goup
Anchor Gmup
Anchor Group
Anchor Gmup
Anchor Group
AnchorGraup
A B C D
A B C D
A B C D
A I B I C I D
A B C D
A B C D
A B C D
A B C D
Daslgn Pressure
+90.01-140.0
+90.0/4w.0
+9e0/-1220
+90.01414.0
+90.01406.0
+90.01-99.0
+90.01-93.0
+U0.01-bb.0
24'
17'
HeadlSi9
C4+1
C4+1 C4+1 C4✓1
C4+1
C4r1 C4+1 C4+1
C4+1
C4+1 C4+1 C4+1
C9+1
C4N CAN
G1+t
C4+1
C4+i C4N
C4+1
C4+1
C4+7 C4+1
C4+1
C4+1
C4+1 C4+i
C4+1
C4+1
C4+1 C4+1
C4+1
DLO
Jemb
10
e B 8
10
8 8 8
10
e 8 e
10
8 8
8
10
10 10
10
10
70 70
10
10
10 10
10
10
10 10
10
P-hook
7+e
7+8 7+8 7+8
7+6
7+8 7+8 7+8
7+8
7+B 7+8 7+t1
7+8
7+8 7+8
7+8
8+9
8+9 B+9
8+9
8+9
8+9 0+9
5+9
9+10
9+10 9+10
9+10
9+10
9 10 9+10
9+10
Design Pressure
+90.01-141.8
+90.01-1316
+90.01-1219
+90.0/-111a
+90.0/405.9
+90.01-99.1
+90.01-93.1
+87.6/-8Z8
30.
23"
Head/Sill
CS+2
CS+2 C5+1
CS+1
C5+1
C2+1 C5+i C5+1W+9ao/-106.7
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
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
DLO
Jamb
12
10 e
8
12
10 8 8
8 e
12
10
8
8
12
10
10
10
12
10
10
10
12
10
10
10
12
10
10
10
P-hook
8+9
3+9 8+9
8+9
8+9
8+9 8+9 8+98+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
9N0
9+10
9MO
9+10
9+10
9+10
Design Pressure
+90.0/-1219
+90.0/-116.4
+90.0/48.5
+90.01-91.4
+85.3/-85.3
+80.0/-80.0
+75.3/.75.3
36.
29-
Hear11si9
CS+2
C5+2 CS+2 C5+2
C5+2
I C5+2 C5+2 C5+2
C5+2
1 C5+2
I C5+2
C5+2
C5+2
CS+2
CS
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+7 C5+1
C5+1
DLO
Jamb
12
10 e e
12
10 6 8
12
10
8
8
12
10
e
e
12
10
10
10
12
10
10
10
12
10
10
10
12
10 10
10
P-hook
8+9
8+9 8+9 B+9
8+a
8+9 5+9 6+9
B+9
6+9
B+9
8+9
8+9
1 8+9
1 8+9
1 8+9
5+9
1 8+e
1 8+9
1 B+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
+90.01-111.6
+90.01404.5
1
+90.0/-954
+87.8/.67.8
+81.3/-81.3
+75.7/.75.7
+70.6/-70.8
+6&5/-66.5
4Y
35'
Head1310
C5+2
C5+2 C5+2
C5+2
C5+2
+2
C55+2
C
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+2
C5+2
C5+2
C5+2
C5+2
C5+1
C5+1
C5+1
05r1
C5+1
CS+1
a-
DLO
Jamb
12
10 8
8
12
10
5
8
12
10
5
8
12
10
8
8
12
10
1D
10
12
10
10
10
12
10
10
10
12
10
10
10
F
P-book
8+9
B+9 a+9
8+9
8+9
6+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+8
8+9
8♦9
8+9
6+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Design Pmssum
+90.01-102.9
+90.0/.96.0
+67.3/-87.3
+80.0/-50.0
+73.8/-73.8
+6861.66.6
+64.01-64.0
+60.01.60.0
48"
41-
HeadlSi9
C5+2
C5+2
C5+2
C5+2
CS+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
G5+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
1 C5+2
C5+2
DLO
Jamb
12
10
B
8
12
10
8
e
72
10
8
8
12
10
8
e
12
10
10
10
12
10
10
10
12
10
10
10
12
10
10
70
P-hook
8+9
a+9
8+9
a+9
8+9
8+9
6+9
8+9
6+9
B+9
8+9
I8+9
8+9
8+9
B+9
8+9
a+9
I 6+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
9+10
9+10
60-
47'
DLO
Design Pressure
+63.0/-83.0
+77.21-77.2
+69.8/fi9.8
+6161-0.8
Not available in these sixes
HradlSi9
C4+3
C4+3
C4+2
C4+2
04+2
04+2
C4+2
04+2
CA+2
91+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
Jamb
10
5
8
8
10
8
8
8
10
8
8
8
10
e
8
8
P-hook
7+8
7+8
7+8
7+8
7+8
7+5
7+8
7+8
7+11
7+8
7+e
7+8
7+8
7+8
7+6
7+8
53"
DLO
Design Pressure
+79.21-79.2
+733/-7a3
+66.01-66.0
+60.01-60.0
Head/Sill
C4+3
C4+3 C4+3
C4+3
G4+3
04+3
C4+3
G4+3
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
CA+2
C4+2
Jamb
10
8 8
6
10
5
e
8
t0
8
8
e
10
B
8
8
P-hook
7+8
7+6 7+8
7+8
7+8
7+8
7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
7+8
1 7+8
1 7+8
1 7+6
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-duty5tile
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
OutsideCorner
Inside Corner
Outside
Carder
Inside
Corner
Inside
Corner
Outside
Comer
Part #61(x2)
Part#61
Part #61
pPart #61 (Stile)
art #67 (Astragal)
Part #61
Part #61 (Stile)
Part #118 (Corner
Receiver)
Part #119 (Out)
Part #120 (In.)
I
Part #61 (Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
Part #61
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/0 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 PRES. UNCHANGED). SEE TABLE 2A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-11Z' 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 t7
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR =
WATER INFILTRATION. x
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. O1
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
OH LENGTH
OH RATIO 21
SEE NOTE 3
l0707ECHNOLOGYD/8vE
k vEAocEP134z75 DPANDANCHORAGE
�}1J480•iB00 n
nEers7xA7ronfa 96 SERIES 670ALUM. SGD - NON -IMPACT
032620 D NO CHANGES THIS SHEET. ,_____„„ -
SGD870 I NTS 17 d 22 1 PGT0128
TABLE 2A:
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 - 3-114"
+ 60.0
High-4"
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.07
Expiration Date: 04/07/2025
BY' II sr�1- L4++1Gti.n1
Miami -Dade Product Control
��,. •'• �10ENSF .����
NO.5.705 . P
ZONAL
A.WhIN MILL; RE
P.E.# 58705
TART P V-
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 it
Table applies to all Glass types and
Door Unit
Height
the Stile/Astragal types shown
below. Positive (+) DP may be
limited by Table 3A.
B0"
��
N.
96'
69-718" DLO
73-7/8" DLO
79-718" DLO
Anchor Type
Anchor Type
Anchor Type
JD
nchor Type
2AB
A B C D
A B C D
A B C
C D-
Design Pressure
+ -
+ -
+ -
+ -
24'
17"
Head/Sill
24+1
C4+1 I C4+1
I 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 6
8
10
8
8
8
10
8 8
1 8
10
1 8
1 8
1 8
P-hook
7+6
7+8 7+8
1 7+8
1 7+e
1 7+8
7+8
1 7+8
7+8
1 7+8 1 7+8
1 7+8
7+8
1 7+8
1 7+8
1 7+6
Design Pressure
+90.01-159.5
1 +90.01-150.3
+90.01-138.2
+90.01-128
30'"
Head/Sill
C6+2
C6+2
C5+2
C5+2
+2 C5+2
C5+2
CB+2
C6+2
CS+1
CS+1
C6+1
CB+1 C5+1 C5+1
DLO
Jamb
14
12
8 6
8
6
14
12
8
B
P-hook
9+10
9+10
9+10 9+10
10 9+10
9+10
9+10
9+10
9+10
9+
9+10
9+10 9+10 9+1
Design Pressure
+90.01-139.4
0/-130.9
+90.0/-120
+90.01-110.36"
29'
Head/Sill
C6+2
C6+2 C5+2
C5+2
+2
C5+2
C5+2
C6+2
C6+2
C5+2 C5+2
C6+2
C6+2 C5+2 C5+2
DLO
Jamb
14
12 8
8
1+90.01-N130.9+90.01-120
11
8
14
12
8
8
P-hook
9+10
9+10 9+10
9+10
10
9+10
9+10
9+10
9+10
9+ 109+10
9+10signPressure+90.0/-125.5
.01-117.6
+90.0 / -1 7.3
+ .0/-98.7
42
35"
Head/Sill
C6+2C6+2
CS+2
C5+2
+2
C5+2
C5+2
C6+2
C6+2
+2
C5+2
C6+2
C6+2
C5+2
C5+2
IL
DLO
Jamb
14
12
8
8
8
8
14
12
8
14
12
8
8P-hook
9+10
9+10
9+10
9+10
10
9+10
9+10
9+10
9+10
9+1
10
9+10
9+10
9+10
9+10
o
Design Pressure
+90.01-115.7
+90.01-108
+90.0/-98.2
+90.0/-90
Z
48'
41"
Head/Sill
C6+3
C6+3
C5+31
C5+3
C6+3
C6+3
CS+2
C5+2
CB+2
C6+2
CS+2
CS+2
CB+2
C8+
+2
C5+2
DLO
Jamb
14
12
8
8
14
12
8
8
14
12
8
8
14
12
8
e
P-hook
9+10
9+10
19+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+in
9+10
9+10
9+10
9+10
Design Pressure
+83/-83
+77.21-77.2
+69.81-69.8
+62.6/-6Z6
FA"
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
6.
10
6
8
8
10
8
8
8
10
1 8
1 8
1 6
P-hook
7+8
7+8
7+8
7+6
7+8
1 7+8 17+8
7+g
7+8
7+8
7+8
7+8
7+8
1 7+8
1 7+6
7+8
Design Pressure
+19.21-79.2
+73.31-73.3
+66/ 66
+58/S8
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
C4+2
C4+2
C4+2
C4+2
DLO
Jamb
10
8
1 6 1
6
10
1 6
1 8 1
8
10 1
8
1 8 1
8
10 1
8
1 8 1
8
P-hook
7+8
7+8 1
7+8 1
7+6
7+8 1
7+8
1 7+8 1
7+8
7+e 1
7+8
1 7+8 1
7+8
7+8 1
7+6
1 7+8 1
7+8
- CM 1 LG VIV V.111YV Ir LC, occ OnCC 1 r.
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
TARI F RA•
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Sheet 17)
Pressure, psf
Flush-1-112"
see note 3
Low - 2- "
+ 46.6-7
e ium - 3-1/4"
+ 60.0
High - 4"
+ 90.0
OHLENGTH 1--
CD
m
= 0 OH RATIO ' 1
O
SEE NOTES 1-3
��
OH RATIO = OH LENGTH
OH HEIGHT
OTES:
POSITIVE PRESS RES 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
SING THE 3-1/4" SILL, POSITIVE WATER DP 18 60.0 PSF MAX. WHEN USING THE 4"
SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED)
1 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 PRODUCT REVISED
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. I as complying with the Florida
D Id
PANEL HEIGHT = DOOR UNIT HEIGHT- 1.866"
THE FCII I n MNr-0 _gTII F R AATRAr'-AI TVPFS] SHAI I Mr -I IQCn CnP TARI e a QC0 euor=Te 14 a oo eno ono•r nlnne�relnule nr,m euorTc. �o n �n rno nocreeer v nrTnn e
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-dutyStile
Heavy-duty Stile
Heavy-duty Stile
�•I�o
{
LLLttf --� i�ii
Heavy-duty Astragal
Outside Corner
r -1 -�
Inside Comer I
Outside
Corner
inside
Corner
Inside
Corner
Outrid e
Corner
Part #61(x2)
Part #61
Part #61
Part #61 (Stile)
part #68 (Astragal)
Part#61
Part #61 (Stile)
Part #118 (Corner
Receiver)
Part #119 (Out.)
Part #120 (In.)
Part #61 (Stile)
Parts #31 & #32
(Corn. & Fxd Mount)
Part #61
I JR 1 032620 1 D I NO CHANGES THIS SHEET.I
K VEMC$ FL 34275
(940480-1600
REGls7RATRW#29256
DP)NDAMCHORAGE
SERIES 670 ALUM. SGD -
.raeeud* aum sl.e
SGD sm IM 8 s 22
PG70128
u I rng Code
NOA-No. 20-0429.07
Expiration Date: 04/07/2025
BY: 1-2 1' G4""a..
Miami -Dade Product Control
..:rly
No. 58705
G =
TATE OF
;S�ONAL tEN
A. LYNN MILLER, P.E.
P.E.# 58705
SEE
NO FRAME "8+8" P-HOOK ANCHORAGE CONSISTS OF:
JAMB (8)P-HOOK ANCHORS,
SPLICE
`. •. REQUIRED @ (PERPENDICULAR TO GLASS
NOTE,
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
THIS
POCKETS AND
SHEET
SEE POCKET (9) P-HOOK
JAMB MOUNTING
INSTALLATION, ADAPTER 6"MI;-
THIS SHEET ANCHORS MIDWAY i 1
�. & SHEET 14 BETWEEN P-HOOK '
ANCHORS & AT 3" I
FROM TOP & i w 14" ®'
BOTTOM o MAX. O.C.
4.051
24" MAX.
O.C.
24" MAX.
O.C.
SEE "C5" CLUSTER MAX. UNIT WIDTH — SEE "C5" CLUSTER DETAILS,
DETAILS, SHEET 10 FOR REQUIRES"CT SHEET 10 FOR INTERLOCK
INTERLOCK 42"OM CLUSTER, SEE
z PANE NWIDTH DETAILS, SHEET 11 x x
p�� x
11 xx x x x x x x x
x x x x x x x x
01 L-3" MAX.
8" MAX. TO OPENING i N& I r I 10
EDGE OF POCKET SEE
INSTALLATION i
10
DETAILS'Jd &'Kd, i m ® 0
END PANEL SHEET 14 & PART w I®�
-ANCHORAGE DETAILS'J' & W, I tu ti 1 i IO
(2 ANCHORS) SHEET 19 FOR
P-HOOK L-_-__T MAX. l0
ANCHORS
ANCHORAGE END PANEL
CENTERLINE
OF PANEL 1
14" MAX. O.C.
3" MAX.
x= FRAME
t0 ANCHORS
0
O®= P-HOOK
0 ANCHORS
M0 = P-HOOK
MOUNTING
ADAPTER
ANCHORS
96"
UNIT
SEE "C5" CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
X. O.C.
x
I T
x
6" MAX.
x
xf
4 PAIRS OF
x
ANCHORS
(TOTAL B
21"MAX.
ANCHORS)
O.C.
PER JAMB
x
�•
(SEE JAMB
T
DETAIL
z
BELOW)
z
x
END PANEL
6" MAX. ANCHORAGE
(SEE
ANCHORAGE - ^- x ^• „+2„ SKETCH BELOW)
x x x \_,wZ„
(SEE SKETCH BELONQ„+2" `�••+p•"+p" ANCHORAGE
6"MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE
ANCHORAGE
2.04"
EXAMPLE: 5-PANEL 2 TRACK 90" OUTSIDE CORNER - XXJXXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
42" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) JtV
ANCHORAGE EXAMPLE NOTES:
1) APPROVED ANCHORS: SEE TABLE A. SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OF
QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
'INTERLOCK
HEAD & SILL: B" MAX. FROM FRAME CORNERS. .USE
SEE "C5" CLUSTER
SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
.DETAILS, SHEET 10
SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT
FOR INTERLOCK
AND CORNER ASTRAGAL LOCATION, PLUS
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
•"+2" ANCHORAGE
ANCHORS PER PANEL ADDITIONAL ANCHORS 24"
O C MAXIMUM
EXTERIOR
21"
MAX.
O.C.
5.CA"
6 MAX.
CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR
—TRACK
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14.
FRAME JAMB
"+2" ANCHORAGE
REQUIRES SEE "CS"CLUSTER END PANEL
ANCHOR PAIR
CENTERLINE CENTERLINE
C6" CLUSTER, SEE [--OFDETAILS, SHEET 10 ANCHORAGE
DETAILS, SHEET 11 I INTERLOCK FOR ASTRAGAL I ASTRAGAL (2 ANCHORS)
4.051" I
3.5" 1
•
MAX.
• •
•
L�CENTERLINE "+2"ANCHORAGE L�CENTERLINE "+2„
I OF PANEL 3 I OF PANEL 4
SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
I JR 1 032&20 1 D I NO CHANGES THIS SHEET. I
M VEMCF, FL Son
(9p)489.1909
REGISM77ON0292M
CENTERLINE
OF PANEL 5
EXAMPLE PLANS
sGOem I NTS 1 9 e 22 I PGTO128
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.07
Expiration Date: 04/0712025
By; '-2
Miami -Dade Product Control
iil 11 oil/ ,
L CE JSF
y� NO.58705
Ga-b
TAi a F . •
s aG ��
�/ TOI0111NAL I"
A LYNN MILLER, P.E.
P.E.# 58705
ASTRAGAL OR SPLICE LOCATI
INTERLOCK IF
CENTERLI
3.5"
1.75"
4" D G.
2.04"
3'511
EXTERIOR
7
EXTERIOR
2-TRACK FRAME HEAD/SILL
0- ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
_ ANCHORS ARE REQUIRED, "C4')
ASTRAGAL OR SPLICE LOCATION
INTERLOCK—t—IF NEEDED
CENTERLINE I
0
4.08"
1
EXTERIOR 7„ EXTERIOR
3-TRACK FRAME HEAD/SILL V
la ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4'�
ASTRAGAL OR 52i4TI9N 7
INTERLOCK IF NEEDED
CENTERLINE
EXTERIOR15
4-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
OMWO I D I NO CHANGES THIS SHEET.
4"
EXTERIOR
ID
GAL OR I (FOR SPLICE AK I KAUAL UK SPLICE LO
INTERLOCK-1 CONDITION, USE INTERLO EDED 2.04"
CENTERLINE "C6" CLUSTER DETAIL) RUNE
1.75" EXTERIOR
7' 7" 3.5"
21"
W71"'3.5"
MAX•
2.04"O.C.4" 21"
5.64" MAX.DIAG. 7„ EXTERIOR O.C.
2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 6 MAX. r1
0 ASTRAGAL OR INTERLOCK id ASTRAGAL OR INTERLOCK —2 TRACK I 1
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER f FRAME JAMB
ANCHORS ARE REQUIRED, "CV) ANCHORS ARE REQUIRED, "C6") AKIrUno Dhln M
tOR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE "C6" CLUSTER DETAIL)
7
4.06"
1. `: 4" DIAG.
3-TRACK FRAME HEAD/SILL
0. ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "CT)
1 KAVAL UK (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
3.5" �--
4-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "105")
1070TECHNOLOGYORIVE
N. VBWM FL 3Q75
(041)I004W0
REGISTRANONMMM
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-1 IF NEEDED
CENTERLINE 3.5" 2.04"
7"
21"
4" DIAG. MAX.
O.C.
2.04" T—
LR4 3.5"
3-TRACK FRAME HEAD/SILL
Ca) ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
rMK[7=01 IAIC USE THIS DETAIL)
I
2.04"
3„ I
EXTERIOR
NO
4"
PIiLyy
6" MAX.
DIAG.
4-TRACK
FRAMEJAMB
ANCHOR PAIR
ANCHORS MAY BE INS LED
-EITHER IN THE EXT. OR IN
TRACK (INT. SHOWN)
NOTES:
5.64" 1. ALL DIMENSIONS S OWN
ARE BASED ON MI .
ALLOWED.
2. FOR H R SILL SPLICE
L NS/ANCHORAGE AT
3-TRACK FRA P-HOOK SEE SHEET 9.
R PAIR PRODUCT REVISED
FOR SPLICED as complying with the Florida
Building Code
CONDITIONS ONLY: NOA-No. 20-0429.07
SPLICE LOCATION �Explratlon!Data:04/0712025
VIF NEEDED DY:_ 1s--2 I. e:4 "1'
, _j 3.5" [� MlamHDade Product Control
'--1 3.5" If— .
4-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
ANCHORAGE, EXAMPLE CLUSTERS
SERIES 670 ALUM. SGD - MON-IMPACT
® 7o NTS to a 22 *`*� Prnwn
4�\Il ll llf/,
ucenlsF'L!�l��
No. 5870.9On1� 37 TE (yF
G�
S/O1VAL
A. LYNN MILLER P.E.
P.E.S 58705
2.04"
2.04"
INTERIOR
INTERIOR
6.12"
?4-DIAG. 6.121,
INTERIOR
INTERIOR
901
3. ' 90
EXTERIOR
I - 13.5"
2.04" J EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C,
4.08"'
INTERIOR
4"
INTERIOR
90°
4.08"
1 6.12"
14" DIAG.
T' 'A
q„ Ii --434..
2.04" J 7"
EXTERIOR
90° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
0 ANCHORS ARE REQUIRED, "C6")
INTERIOR 2.04" INTERIOk.3.5"2.
NOTES:
TALL DIMENSIONS SHOWN
ARE BASED ON MINIMUM
8•94„ ALLOWED.
3.5" DETAILS DEPICT ANCHOR
INTERIORQUANTITY AND SPACING,
1 ° EXTERIOR AND WOULD BE IDENTICAL
4" DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
"+i" ANCHOR
11 4„
7"3 "
2.04" J EXTERIOR RIOR
2.04"
8.
8.94"
135° CORNER
135° CORNER
CENTERLINE
2-TRACK FRAME HEAD/SILL
2-TRACK FRAME HEAD/SILL
OF PANEL
(USE WHERE 4 CLUSTER
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "M
ANCHORS ARE REQUIRED, "C6")
"+2" ANCHOR
EXTERIOR INTERIOR
3.5" INTERIOR 7.41"
—r 7" I 135°
4„
EXTERIOR
7"
90" CORNER
3-TRACK FRAME HEAD/SILL
("C6' ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR -7-1 6.12" r -
4.08"
5.37"' AG.
XT
� 3.5"
EERIOR 7" 4
135" CORNER
3-TRACK FRAME HEAD/SILL
("26" ANCHOR CLUSTER REQUIF
AT ALL 3-TRACK CORNERS)
INTERIOR
2.04"
q" b.-7'
ERIOR 5.88"
INTERIOR
90° 131
6.12"
EXTERIOR
+I 3!L[--�>
T'
4"
3.5" Y
4" DIAG. EXTERIOR 4"
90° CORNER
135° CORNER
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEAD/SILL
('C8' ANCHOR CLUSTER REQUIRED
("C8' ANCHOR CLUSTER REQUIF
AT ALL 4-TRACK CORNERS)
AT ALL 4-TRACK CORNERS)
r
4.08" 2.04"
"+1"ANCHOR 4" DIAG.
3.5" I
I _ CENTERLINE
EXTERIOR f OF PANEL
5" "+3" ANCHOR
CENTERLINE 2.04"
4 OF PANEL ° 3.5"
INTERIOR A N "+2" ANCHOR 7" 4" DIAG.
EXTERIOR CENTERLINE OF PANEL
VIEWS 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
4" DIAG. PRODUCT REVISED
as complying with the Florida
Building Code
2.04" NOA-No. 20-0429.07
3.12" 3.5" Expiration Date: 04/07/2025
CENTERLINE By:_ 1 s,.-7 I • �S,"�
Y OF PANEL Miami -Dade Product Control
+3"ANCHOR
2.04"
4.08"
EXTERIOR
3.5"
2.04" I CENTERLINE : •` ,gyp �: S �i/� r%
I ICEN
I OF PANEL � Qa•• F `:1�� �'
4-TRACK FRAME HEAD/SILL No. 58705
INTERMEDIATE ANCHOR LAYOUT = 4 =
(3-TRACK SIMILAR)
�O�'• ATE F
1070 TECRNOLOGYDRNE °ice" :� (C •.•�(ORIDI;. •'• \��
N. vOWCE; FL 30275 ANCHORAGE, EXAMPLE CLUSTERS r r NA
JRP61)480-1WO M.
' ad.620 NO a CHANGESTHIS SHEET. REGISM17ONA00 SERIES 670 ALUM. SGD - NON -IMPACT '' I I I I
03/2
aeamir sale sme orppa aw- A. LYNN MILLER, PE.
- JR 14 owe � j�:V- SGDM NTS 'i•F - 22 PGM128 6 P.E.R 58705
INSTALLATION DETAILS
EDGE DISTANCE:
r " *
SEE TABLE A, SHEET 1
EXTERIOR 2-1/16
VIC
MA
� MAX.
T f SHIM
EMBEDMENT: T
SEE TABLE A, J
SHEETI
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
2-TRACK FRAME HEAD
Aw WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP., SEEANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEE ANCHOR
NOTE 5, SHEEf
1 (1/4" MAX.) T
EXTERIOR I
a 2-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
Dw WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
TYP., SEE ANCHOR —
NOTE 3, SHEET 1 r
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES -�
& TABLE A, SHEET 1
EXTERIOR
1/4" MAX. SHIM
EMBEDMENT: SEE TABLE A, SHEET 1
R
EMBEDMENT: SEE TABLE A, SHEET 1
MIN. OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE:
THE METAL SUBSTRATE
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
2_1/16" •
2-1/16" •
NOTES:
1/4"
1/4" 1. ALL DIMENSIONS
o MAX.
MAX. SHOWN ARE BASED
EXTERIOR SHIM EXTERIOR
SHIM ON MIN. ALLOWED.
r T
I t
GI
t
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
2X WOOD WOOD ANCHOR TYP.,
METAL TYP., SEE SMS ANCHOR TYP.,
TYPES PER TABLE A,
TYP., SEE ANCHOR SEE ANCHOR NOTES
TABLE A & ANCHOR SEE ANCHOR NOTES
SHEET 1.
NOTE 3, SHEET 1 & TABLE A, SHEET 1
NOTE 4, SHEET 1 & TABLE A, SHEET 1
3-TRACK FRAME HEAD
WOOD INSTALLATION
4-TRACK FRAME HEAD
� METAL INSTALLATION
• DIAGONAL O.C. IS
MIN 4" (HEAD &SILL)
Bw
OR 6" (JAMB) SEE
WOOD ANCHOR TYP., 2X WOOD
SMS ANCHOR TYP., METAL TYP., SEE DETAILS, SHEETS 10 & 11.
SEE ANCHOR NOTES TYP., SEE ANCHOR
SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1
SEE ANCHOR NOTES TABLE A & ANCHOR
SEE & TABLE A, SHEET 17 NOTE 4, SHEET 1
ANCHOR ANCHOR
NOTE 5, NOTE 5,
SHEETI 1 SHEETI
1/4" MAX. :. K u.... 1
) (1/4" MAX.) ( }T�
EXTERIOR EXTERIOR I
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT:SFF
TABLE A, SHEE
EDGE DISTANCE: 2X WOOD
SHEET 1 A SE , TYP SEE ANCHOR
SHEET 1
T-r NOTE 3, SHEET 1
2-1/19 •
2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
1/4" MAX. SHIM --I 1--
Ila3-TRACK FRAME JAMB
ktLwj WOOD INSTALLATION
I JR 1 0"620 1 D 1 NO CHANGES THIS SHEET. I
AL VEMCF- FL 34M
(901)480.1600
REGGSM71ON022M
iTANCE:
BLE A,
ET 1
4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
METAL TYP., SEE SEE TABLE A,
TABLE A & ANCHOR SHEET 1
NOTE 4,SHEET 1 1
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF 3
THREADS
EXTERIOR BEYOND THE
METAL
SUBSTRATE
1/4" MAX. SHIM h-
ja 4-TRACK FRAME JAMB
Av METAL INSTALLATION
SERIES 670_ALUM. SGD - NON -IMPACT
Swm WS 12 d 22 a..w PGM128
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
as complying with the Florida
Building Code
NOA-No. 20-0429.07
Expiration Date:0410712025
By: _ 1 sr- 2 1. G4,".
Mlamt-Dade Product Control
\`ON........ 111, 11
� � •. ' y10ENSF'•. ��� .�
No.58705 ••�
ObIAL
A. L4ANM144GWO.�
P.E.058705
INSTALL ION
DETAILS
CONCRETE
EDGE DISTANCE: S E
PER TA
TABLE A, SHEET 1
A, SHE 1
2-1/16"
TE OR
;..,.
d EDMENT:
11/4"
TABLE A, JJJ
MA)
SHEET 1
SHII
PROPERLY SECURED
1X CONCRETE ANCF
WOOD BUCK TYP., SEE SEE ANCHOR N
ANCHOR NOTE 3, SHEET 1 TABLE A, SHE
2-TRACK FRAME HEAD
Ac
CONCRETEINSTAL LA ON
CONCRETE ANCHOR TYP., PROPER
SEE ANCHOR NOTES & WOOD
TABLE A, SHEET 1 ANCHOR I
SEE ANCHOR
NOTE 5, SHEET
1 (114" MAX.) 7T
EXTERIOR I
2-1/16"•
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
\,Qcj CONCRETE INSTALL/
IT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
- i 2-1/16"
A, SHEET 1
EXT RIOR If
ri T L MAX.
SHIM
TY ., PROPERLY SECURED 1X CONCRETE ANCHOR T
& WOOD BUCK TYR, SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
3-TRACK FRAME HEAD
W CONCRETE INSTALLATION
IREDIX CONCRETE ANCHOR TYP., PROPERLYSECURED X
P., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SE
SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHE 1
IEE ANCHOR SEE AN HO
NOTE 5, 1 SHEET
(114" MAX.) wr:
EXTERIOR •.�;' ' J
2-1/16"
INCRETE EDGE DISTANCE:
R TABLE SEE TABLE A, SHEET 1
SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 —
da 3-TRACK FRAME SILL
Ec CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
1
CONC./CMU ANCHOR
TABLE A, SHEET 1 —`1
1
TYP., SEE ANCHOR
PROPERLY SECURED ::
EDGE DIS AN E:
NOTES & TABLE A,
1X WOOD BUCK TYP., t
SEE TA LE A.
SHEET 1
SEE ANCHOR NOTE 3,
SHE T 1
SHEET 1
CONC.JCMU ANCHOR
2-1/16" •
PROPERLY SECURED
TYP., SEE ANCHOR : `�
1X WOOD BUCKTYP.,
NOTES &TABLE A,
SEE ANCHOR NOTE 3,
SHEET 1
NCRETE
SHEET 1
EXTERIOR
R CMU
EXTERIOR
f
'D1/4"MAX.SHIM-.IIr-'
ER TABLE
'D If
A, SHEET 1
1/4" MAX. SHIM -
2-TRACK FRA
JAMB
3-TRACK FRAM
Gc CONCRETEJC U INSTALLATION
_Hcj CONCRETEICIA
NgWMY
.EMF-FL 5
("1 48
mr,ce�
JR
°0
03262
�1rR
D NO GES THIS SHEET.
,7EOls7nt77oNMzsz86
- EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
EDGE DISTANCE:
1. ALL DIMENSIONS
SEE TABLE A, SHEET 1
SHOWN ARE BASED
2-1116" •
ON MIN, ALLOWED.
1/4"
• DIAGONAL O.C. IS
-
MAX.
MIN 4" (HEAD &SILL)
SHIM
OR 6" (JAMB) SEE
DETAILS, SHEETS
10 & 11.
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
TRACK FRAME HEAD
®4
Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A, SHEET 17 ANCHOR NOTE 3, SHEET 1
1
"I"2-1/16" • �+—� PER TABLE
CONC ETE EDGE DISTANCE: A, SHEET 1
PER BILE SEE TABLE A, SHEET 1 1-3
A, S ET I EMBEDMENT: SEE TABLE A, SHEET 1
jffih4-TRACK FRAME SILL
W CONCRETE INSTALLATION
EMBEDMENT. SEE
SEE ANC OR
TABLE A, SHEET 1
-�
PRODUCT REVISED
as complying with the Florida
EDGE DISTANCE:
Bullding Code
NOA No. 20-0429.07
EDGE DISTA CE:
SEE TABLE A.
Expiration Date: 04/07/2025
SEE TABL A,
PROPERLY SECURED
SHEET 1
By:
SHEET 1
1X WOOD BUCK TYP.,
-I
Miami -Dade Product Control
H NOTE 3,
SHEET 1
2-1/16-1
CONC./CMU ANCHOR 2-1/16"
TYP., SEE ANCHOR
NOTES & TABLE A,
ONCRETE SHEET CONCRETE
R CMU
OR CMU
PER TABLE EXTERIOR PER TABLE
A, SHEET 1
A, SHEET 1
1/4" MAX. SHIM
JAMB
4-TRACK FRAME JAMB
INSTALLATION
Ic CONCRETEICMU INSTALLATION
DETAILS
Mft
SERIES 670 ALUM. SGD - NON -IMPACT
RTANCHORAGE
.
SGD-=
NTS
13 122
o�.ro PIST0128 L
ON\ LY/V/V�� rrrri
_��•'• LtGENs�'• �C��
No.58705
STATE �O •(V�`
k LYNN MILLER, P.E.
P.E.R 58705
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER
O o WOOD ANCHOR TYP., INFILTRATION
SEE ANCHOR NOTES
EMBEDMENT: & TABLE A, SHEET 1
SEE TABLE A, 28 (ALSO SEE TYP.
SHEET 1 I ILLUSTRATION, SHEET 9)
—EDGE DISTANCE: SEE
TABLE A, SHEET 1 EMBEDMENT:
26 SEE TABLE A;
EXTERIOR SHEET 1
PHOOK WOOD ANCHOR TYP.. TL
SEE ANCHOR NOTES V P-HOOK
& TABLE A, SHEET 1 CONCRETE OR
(ALSO SEE TYP. CMU PER TABLE
ILLUSTRATION, SHEET 9) 2.693" MIN. A, SHEET 1
EDGE DISTANCE
jja P-HOOK FOR USE WITH FLAT SILL RISERS
Jw 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
2.693" MIN.
EDGE
DISTANCE
CONC./CMU
ANCHOR TYP., SEE
26
ANCHOR NOTES &
:.+
TABLE A, SHEET 1
:' '' `' ; • ;-� ';''
1-1/4" MIN. EDGE DISTANCE
EXTERIOR
P-HOOK MOUNTING
ADAPTER CONC./CMU
ANCHOR TYP., SEE
�" ` '" "' ` ' 4~ ' •.'' ^
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A, SHEET 1
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
da P-HOOK FOR USE WITH FLAT SILL RISERS
Jc PARTS #18. #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU
NOTE 4, SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 � ANCHOR TYP., SEE
MIN. OF 3 THREADS TABLE A, SHEET 1 r ANCHOR TYP., SEE
A, SHEET' 1 ANCHOR NOTES &TABLE
BEYOND THE METAL ANCHOR NOTES '�, .?�..'..:..;. , .•r: '.� �`�'�- A, SHEET 1
SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT: ; ` .f ;' ... ?:" "'' ' • M'~ •' (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, :. .�.' ILLUSTRATION, SHEET 9)
ILLUSTRATION, c;; �.' , ;; 28
EMBEDMENT: SHEET 9) SHEET 1
SEE TABLE A, EDGE DISTANCE: SEE r ` ' ` ° "�
SHEET 1 TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE
P-HOOK SMS ANCHOR TYP.,
SEE ANCHOR NOTES
EXTERIOR
lu
P-HOOK CONC./CMU
ANCHOR TYP., SEE
EXTERIOR
J L
& TABLE A, SHEET 1
ANCHOR NOTES & TABLE
v
(ALSO SEE TYP.
2.693" MINV.
A, SHEET 1
2.693" MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
igib P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, #21, #23 OR #25,
&a P-HOOK FOR USE WITH BOX SILL RISERS
ICc PARTS #19, #21, #23 OR #25,
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
FOR WATER RATINGS) ONLY
I JR 1032620 I D I NO CHANGES THIS SHEET. I
N. VWCE R. SINS
ryes/480•few
REGIS4R47rON022M
ANCHORAGE DETAILS
I SERIES 670ALUM. SGD - NON -IMPACT I
SGi>.670 I A" 1 14 d 22 1 PGTO128
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
ALLAPPROVED
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.
PRODUCT REVISED
as Complying with the Florida
Building Code
NOA-No. 20-0429.07
Expiration Date: 04/07/2025
By: 1 sr 2 I.
Mlaml-Dade Product Control
�111II111I/r
...........
No. 58705
10�'•, ATE OF�.•••(`�:
i�s •'-FL ORIDP.••'• N
""I'l/CNAL
Irinrllil�`
A. LYNN MILLER, P.E.
P.E.iF 58705
CONFIG. EXAMPLES
HEADER DETAIL'N,
SHEET 18; INSTALLATION
DETAILS'AW &'Ad,
SHEETS 12 & 13
PANEL
TYPE
IN
MAX.
PANEL
HEIGHT SEE
NOTE
MAX. UNIT -
WIDTH
MAX.
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
MAX. UNIT WIDTH
EXTERIOR R
90"
PANEL
PANEL
TYPE
TYPE
PANEL
CORNER DETAIL'N2',
'QS'
'AS'
TYPE
SHEET 19 & CORNER
IQ
ANCHORAGE SHEET 11
NOM.
MAX. UNIT
PANEL
/
Z
MAX. HEIGHT
DLO PER
INTERLOCK DETAIL
'M', SHEET 19
WIDTH TYP
PER
/
HEIGHT TABLES
EXTERIOR. INTERIOR
2
TABLES 1-3
1-3
4�3JAMB
b
I
DETAIL'G3', SHEET
TION DETAILS
INSTALLATION
x
X13
STALL
&
SILL DETAIL W, SHEET 18; J 90`
INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX=
'Dw' &'Dd, SHEETS 12 & 13
#10 X 1-1/2"
PH SMS
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
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.
I JR I O.W620 I D I NO CHANGES THIS SHEET. I
M V9110E, FL 86275
REGWR4NONMM90
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.126'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
2S
PRODUCT REVISED
I( j'as wmplying with the Florida
SMS Building Code
NOA-No. 20-0429.07
Expiration Date: 04/07/2025
By:
Miami -Dade Product Control
_r�rca v7 v na.vm. wu - ivwv-uwrnv �
�� arc e+k omtcxn
scn s7o NTS 1 15 a 22 PGTO126
LrIVAI,��` ,,;
a . LIGENgF ..• �� �'
N0. 58705
OS TE0
off;'
",-Sr?;VAt IG G
A LYNN MILLER, P.E.
P.E.# 58705
CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
M', SHEET 19 OPERABLE JAMB DETAIL'GT, SHEET 18;
( i �Z �1�INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13
IXED JAMB DETAIL ASTRAGAL HEADER DETAIL W, SHEET HEADER DETAIL W, SHEET 18;
SHEET 18; INSTALLATION DETAILS TV & 18; INSTALLATION DETAILS ////����INSTALLATION DETAILS'AW &'AC,
DETAILS'GW &'Gd, L2, SHEET 19 'AW &'Ad, SHEETS 12 & 13 7 SHEETS 12 & 13
S . 90'
SHEETS 12 & 13
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
R' L' D' 'A'
MA
NOM. UN
PANEL HEE
WIDTH TYP. PE
MAX. PER SEE TABI
DLO TABLES 1-3 NOTE 2, 1:
HEIGHT SHEET 15
tio
a x a
MAX. HNIT 1MDTH ►1
�IFFF.AIME &
PANELCORNER
CONSTRUCTION
C
T
HT
I
ES
SILL DETAIL
'D', SHEET
18;
INSTALL
DETAILS
'Dw' &'Dd,
SHEETS12
& 13
SILL DETAIL'D', SHEET 18;
EXAMPLE: OXXX INSTALLATION DETAILS
�IFFF.AIME &
PANELCORNER
CONSTRUCTION
C
T
HT
I
ES
SILL DETAIL
'D', SHEET
18;
INSTALL
DETAILS
'Dw' &'Dd,
SHEETS12
& 13
SILL DETAIL'D', SHEET 18;
EXAMPLE: OXXX INSTALLATION DETAILS
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
A'
,CS,
OS,
NOM.
/
PANEL
MAX.
WIDTH TYP.
DLO
PER
HEIGHT
TABLES 1.3
Ix
b
a
�
X
X
—�
MAX. UNIT WIDTH -
MAX.
DLO
TYR
PANEL
TYPE
,K, MAX.
h UNIT
HEIGHT
PER
SEE TABLES
NOTE 2, 1-3
4EET 15
I
DETAILS SHEET 15 (2-TRACK) 'DW &'Do', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAIL'IT, SHEET 18;
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' &
1 L2, SHEET 19� ,`1 DETAIL'M'�0'
��-
INTERLOCK 'Id. SHEETS 12 & 13-\
HEADER DETAIL 1 1
—JAMB DETAIL'H2', SHEET P-HOOK DETAIL V &'K', SHEET B', SHEET 16;
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
'Hw' &'He, SHEETS 12 & 13 'Jd,'Kw' &'Ke, SHEET 14 DETAILS'Bw' &'Bd, DETAILS'Iw &'Ic', SHEETS 12 & 13
SHEETS 12 & 137
MAJA
HE
F
TA
MAX. UNII WIU FM _--
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE j
TT ,L, ,M, ,F, I
I
UNIT NOM. j
GHT PANEL z
ER WIDTH TYP.
3LES MAX. / SEE PER r j
-3 DLO NOTE 2, TABLES 1-3
HEIGHT SHEET 15 h j
i
D a x x
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;-
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
Ew &'Ed, SHEETS 12 & 13
— MAX. UNIT WIDTH ►I
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
.M. F 'F 'P'
MA
NOM. UNI
WIDTH TYP. H PIE
SEE MAX. PER TABI.
--NOTE 2, DLO TABLES 13 1:
SHEET 15 HEIGHT
X x O
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
JAMB DETAIL'G3% SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
i INTERLOCK DETAIL
r'M', SHEET 19
90° OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNERANCHORAGE
rSHEET I I
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' & Td, SHEETS 12 & 13
N. VIMCF- FZ_ 84276 =1 EXAMPLE ELEVATIONS
(901)480.1500 ,.r
NO CHANGES THIS SHEET.RISGk9M710N#29M SERIES 670 ALUM. SGD - NON -IMPACT
SGD•sTp NTS 8 d 22 a.+m PGTO126
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.07
Expiration Date: 04/07/2025
By. _ 1 %-7 1. L4,.
Miami -Dade Product Control
` ` •. �tGENgF•'•.0
N0.58705
I: : TATF (441
�'•F�ORiOi`.••'•\?�
;S�OIVAL S �G�\
11111110
A LYNN MILLER, P.E.
P.E.# 58705
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;-
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
Ew &'Ed, SHEETS 12 & 13
— MAX. UNIT WIDTH ►I
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
.M. F 'F 'P'
MA
NOM. UNI
WIDTH TYP. H PIE
SEE MAX. PER TABI.
--NOTE 2, DLO TABLES 13 1:
SHEET 15 HEIGHT
X x O
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
JAMB DETAIL'G3% SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
i INTERLOCK DETAIL
r'M', SHEET 19
90° OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNERANCHORAGE
rSHEET I I
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' & Td, SHEETS 12 & 13
N. VIMCF- FZ_ 84276 =1 EXAMPLE ELEVATIONS
(901)480.1500 ,.r
NO CHANGES THIS SHEET.RISGk9M710N#29M SERIES 670 ALUM. SGD - NON -IMPACT
SGD•sTp NTS 8 d 22 a.+m PGTO126
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.07
Expiration Date: 04/07/2025
By. _ 1 %-7 1. L4,.
Miami -Dade Product Control
` ` •. �tGENgF•'•.0
N0.58705
I: : TATF (441
�'•F�ORiOi`.••'•\?�
;S�OIVAL S �G�\
11111110
A LYNN MILLER, P.E.
P.E.# 58705
EXAMPLE: XXXO
(4-TRACK, BY-PASS)
JAMB DETAIL'G3% SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
i INTERLOCK DETAIL
r'M', SHEET 19
90° OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNERANCHORAGE
rSHEET I I
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' & Td, SHEETS 12 & 13
N. VIMCF- FZ_ 84276 =1 EXAMPLE ELEVATIONS
(901)480.1500 ,.r
NO CHANGES THIS SHEET.RISGk9M710N#29M SERIES 670 ALUM. SGD - NON -IMPACT
SGD•sTp NTS 8 d 22 a.+m PGTO126
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.07
Expiration Date: 04/07/2025
By. _ 1 %-7 1. L4,.
Miami -Dade Product Control
` ` •. �tGENgF•'•.0
N0.58705
I: : TATF (441
�'•F�ORiOi`.••'•\?�
;S�OIVAL S �G�\
11111110
A LYNN MILLER, P.E.
P.E.# 58705
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
INTERLOCK
SINGLE
INTERLOCKI
FIXED
LOCKSTILE
ASTRAGAL
ASTRAGAL
ASTRAGAL
OUT
ASTRAGAL
BOX IN
INT CORNER
90`NL/ C
EXT CORNER
9W
EXT CORNER
RECEIVER
INT CORNER
90
IXT CORNER
90 RECEIVER
IXT CORNER
W RECEIVER
INT CORNER
135
TYPES
STILE
W/ HANDLE
BOX OUT
BOX IN
W/OHX
ANN E
W/ HANDLE
NDLEE
HANNSDTLE
W
W/ HAND ER
W/RECEI ER
—Elm
_1EEM
#118
�b#1r�1,8
#31
#31
10
#61
I SINGLE
NSI �K
F
PP
K
L
TR
TQ
TC
TA
TV
TW
OUT
(eWCtNlD
SINGE
INTERLOCK
B
E
P
A
C
C
IC
SQ
SC
SA
SV
SW
IN
Baroir
(ear"
FIXED
STILE�-
RR
R
S
S
FD
FC
FV
FW
(90X011D
fealrM
LOCKST
W/HANDLE LE
D
M
J
J
learoaq
(earM
W
ASTRAGAL
BOX OUT
LR
PANEL NOTES:
W/ HANDLE (ill JJJJ �qqq
/eaa:Ctn)
1. SEE DP TABLES 13, SHEETS 6-8 FOR PANEL
SIZES & DESIGN PRESSURE.
ASTRAGAL
Box IN
LEFT
QINTERIOR RIGHT OFF
W
W/HANDLE
2. PANEL TYPES NOT SHOWN OR CROSSED
—1
�COQ
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�IXTERIOR
AND ARE NOT AVAILABLE.
�•—
ASTRAGAL
T
U STILE
STILE
CO)
BOX Our
isvxm m
tsoxatm
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 TERIOR
APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS#119) OR INTERIOR (#120) CORNER
W
BOX IN
V
J
tsar"
/ear"
4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCKSTILE
RT
Cl
(#61) AND CORNER ADDON (#31).
J
W
W/ HANDLE #720
EXTCORNER
SILL RISERS
232"
OPTIONS-._- 232'
Z
90 LOCKSTIE
Q7.
QS
Q
W/HANDE #11g
90 CORNER /%1
W RECEIVER
W/ HANDLE #118
CT
��
j�� .232" EXTERIOR PRODUCT REVISED
.232" I EXTERIOR .062" as complying with the Florida
IXTa R EXTERIOR `�tJ, 062" a Building Code
a .05z' " 3.305" 4.055' :=No. 20-0429.07
2.555"
Expiration Date: 04/07/2025
INT CORNER 961
90 RECEIVER
AT
AS
DF
1.56T'
062" By:
1
W/ HANDE #11S
Miami -Dade Product Control
IXT CORNER !!
90 RECEIVER
/'�
CF
SILL RISER FLAT
16• FLUSH. 1-1/2"
• SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT
20 LOW, 2-1/2" O MEDIUM, 3-1/4" 2a HIGH, 4"
EXT CORNER 1f
135 RECEIVER
VT
VS
' /
V F
750" 75(Y
EXTERIOR
W/ HANDLE #67
INT CORNER #31
Wl HANDLE
WT
WS
WF
.750" EXTERIOR .062"
EXTERIOR EXTERIORS 062°
a� .906" .062" 3.305" 4.055" \`11j1i II\,f,lll ,
2.5
.062" �5"
VICE .
SILL RISER. BOX*
9
a SILL RISER. BOX 23 SILL RISER, BOX 25 SILL RISER. BOX ;'� No. 58705
MEDIUM, 3-1/4" HIGH, 4"-
FLUSH, 1-1/2"
LOW, 2-1/2"
` NOT VALID
FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 :gyp ir
'•, s+igrE OF &
10'11181OHOLOOYORNE °eOa" �� '•�<ORIDP•..- Cam•
ALV910C& FL51275 PANEL TYPES '.,�Ss� .......
(9fV480.1800
REQ?S7RA71W02RP98
SERIES 670ALUM. SGD - NON -IMPACT
JR
032B20 NO CHANGES THIS SHEET.
s� �t sir a�rn ei' A LYNN MILER, P.E.
owner 1Dre
JR OTIZQ/14
®
SGD870 NT$ 17 a 22 PGT0128 D P.E.1e 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
n14 106 OF JAMB LENGTH
G1
2-TRACK JAMB
W1D5 FLONGCLIP #105
W/ RETAINER #106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
EXTERIOR
da
FULL LENGTH G2
#10X 314"
SMS, X 3
123
OF JAMB 2-TRACK JAMB
CLIP #80 OR #105
6" LONG
W/ RETAINER #123
ec eD
(SHOWN WITH
MIDSPAN
FIXED PANEL TO
6o OR 61 THE EXTERIOR)
�FLIXTERIOR
EXTERIOR oa
a
SHOWN WITH 2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
IXT
EXTERI
a
®2-TRACK W/SCREEN
D FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
r 13, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
I woJor R MR D NO CHANGES THIS SHEET.
\J
G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
Ida
G4
2TRACKJAMB
W/SCREEN
� L,EXTERIOR
3--TRACK
B FRAME HEAD
j6jh3-TRACK
E FRAME SILL
M VFMC6 FL SW5
(MIJ1480-100
REGISM7IONi18P88
106 FULL PANEL JAMB LENGTH
60 OR 61 105
LOCK PART
75 & 107-110 17
i0 OR 61
16 5
5 SEE DETAIL G1
FOR FIXED
PANEL CLIP LOCK PAR
80 75 8 107-110
SEE DETAIL G2
103 FOR FIXED
PANEL CLIP 5 103 OR 61
5
16 17
EXTERIOR VIXTERIOR60 OR 61 EXTERIOR �+ yIXTERIOR
3--TRACK JAMB v 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
4-TRACK
C FRAME HEAD
®4-TRACK
F FRAME SILL
vi v ^u.URVI..wa.r
et�ae sde aom
SGn 670 NTS 18 a 22
MAX. UNIT
HEIGHT PER
TABLES 1-3
PGTO128
as complying with the Florida
Bullding Code
ND/Nio. 20-0429.07
Expiration Date: 04/07/2025
By. _ I su--2 1. L4--%,
Miami -Dade Product Control
ss ; No. 58705 '
,off .. C dF
�S ••.^'! N?
ORiDi'.
0.••G
A� IE�
A. LYNN MILLER. P.E.
REA 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
EXTERIOR 111 62 EXTERIOR 111 62
V P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR
(EXT. OR INT. OR INT. MOUND W EXT. MOUNT ONLY Gj
STANDARD ASTRAGAL #67 ® HEAVY-DUTY ASTRAGAL #68
L� 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
01 2-TRACK SHOWN
I JR 1 0"620 1 D I NO CHANGES THIS SHEET. I
u INTERIOR
90° I
113 103 119 1D EXTERIOR
jgEh90° OUTSIDE CORNER
N1 2-TRACK SHOWN
C�1 Mr ■�
m •
4• INTERIOR
90,
INTERIOR
%gAvo
igih SO- INSIDE CORNER
N2 2TRACKSHOWN
N. MICA FL 31YT6 HURIZUNTAL SEGTIUN DETAILS, CURP
(941)480.1900
Rr GIs7RanoNsz�es SERIES 670 ALUM SGD - NON -IMPACT
L(K
emxxwx e� are n.rmxa
® sonem NT5 1 19 - 22 PGTO128
EXTERIOR
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.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.07
Expiration Date: 04/07/2025
By;
Miami -Dade Product Control
e�•.•• �ticENSF•;%��
No.56705 ••�
=0' a STATE. P
%CAS'••:c� OP.IDN .••G\•�`\�
S/0jv' 1w� `.
A. LYNN MILLER P.E.
P.E.# 58705
TABLE 4:
Item
#
PGT
Dwg. #
PGT #
Description
1
17306
1 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
1 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
61730E
3-TRACK JAMB
17
17311
617311
4-TRACK JAMB
18
17322
617322
SILL RISER- FLAT, FLUSH, 1-112'
19
17319
617319
SILL RISER- BOX FLUSH, 1-1/2"
20
17321
617321
SILL RISER.- FLAT, LOW, 2-1/2"
21
17318
617318
SILL RISER- BOX LOW, 2-10
22
17355
617355
SILL RISER- FLAT, MEDIUM, 3.1/4'
23
17354
617354
SILL RISER -BOX MEDIUM, 3.1/4'
24
17323
617323
SILL RISER- FLAT, HIGH, 4"
25
1 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 FORBOXRISER
31
17376
617376
135 CORNER
32
17378
1 617378
1135 FIXED MOUNT
ITEMS 4053 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
66B
7SRAZ
STANDARD ROLLER
48 1
668
1 7SRAX
ISTANDARD ROLLER - ST. STL
TARI FIR -
Material
MIn. Fy
Min. F.
*12 Steel Screw
92 ksl
120 ksl
#1218-8Screw
60 Ind
95 ksi
912 410 Screw
90 ksi
110 ksi
1/4" DeWalUElco Aggre•Gatore
57 ksi
96 ksi
1/4" Elco UBraCorO
165 ksi
177 ksi
1/4" DeWalt UllraCon+
1/4' 410 SS DeWalOElco CreteFlexLO
148 ksi
127.4 ksi
164 ksi
189.7 ksi
6063-T5 Aluminum
16 ksl
22 ksf
A36 Steel
36 ksi
ksi
Gr. 33 Steel Stud
33 ksi
4558 ksi
I JR 103126I20 10 I ADDED BACKBEDDING 9 MATERIAL PROP. TABLE I
Item
#
PGT
Dw .#
PGT#
Description
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
OXD SCREEN ASTRAGAL ADAPTER
51
1692
61692
SCREEN SPLINE-.166'
52
1694
61694
SCREEN SPLINE--159'
53
61816C20
SCREEN CLOTH
54
1725
112' X4" X 1/16" SET. BLOCK, NEOPRENE 85 -15
55
1726
V X4" X 1/16" SET. BLOCK, NEOPRENE 85 +1.5
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
INTERLOCKS T—W 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" X1" X314" HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. STL ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW-791, 899, 983,995 OR GE-7700
75
8105
78185X
GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
71032XIFPFX
#1032X 1" FL SS SCREW W/ TYPE "F' TIP
77
7103239
1032 STEEL ZINC U.NUT
78
17358
617358
3116 & 1/4" BEAD
79
17357
617357
1"IG BEAD
80
17359
617359
7/16" BEAD/ FIXED PANEL CUP
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, 117 X1116' SGL SIDE ADH. TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1696
71696
DUSTPLUG
103
8186
7818OX
1" KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
105
17344
617344
FDED PANEL CUP .6" LONG
106
17352
617352
FIND PANEL RETAINER-9/16"
107
1739
71739
HANDLE KIT -INTERIOR RAISED WITH THUMB TURN, USED WITH #75
108
1740
71740
HANDLE KIT - RAISED EXERIOR HANDLE, USED WITH #75
109
1731
78162SN
HANDLE KIT- RECESSED INT. WITH THUMB TURN, USED WITH #75
11-
1732
78178
HANDLE KIT - RECESSED EXTERIOR PULL, USED WITH #75
111
710X34PPSDAX
#10 X 314" PH. PK TEK - S.S.
112
1235
67S16
WSTP,.270 X.170-FIN SEAL
113
1712
64066
.18TX.230"RNSFAL
114
710X115PPX
91OX1-112"
115
710XPPT
910XV
116
72OXlX
414-20 X 1" S.S.
117
720)(I M
#%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
617352
FI)ED PANEL RETAINER, 7/8'
170 TECHNOLOGYDRNE
K VFJ BCC FL s4275 PARTS LIST
(9t1)460.1600 nu<
raeG�srRArToxeR9296 SERIES 670 ALUM. SGD - NON -IMPACT
SGOM I NTS 1 20 a 22 1 PGTO128
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 3339, 5659, 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.
as complying with the Florida
Building Code
NOA-No. 20-0429.07
Expiration Date: 04/07/2025
Miami -Dade Product Control
111111111//r
LYNAI
No.58705
T '•.
i Cis •'•F<ORIDP,. •'•_��\�
��'�/s�0lVAL 1�N�\•
A.LYNN MILLER, P.E.
P.E# 58705
jam--- 5.069" 8.562"
0.060"
1 211" LL-Ld1.505"
0.081" 02-TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198"
1.211"
_L
0.081" O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
6.626"
0.080"
J41.505"
=w==i
O9 3-TRACK SILL
(6063-T6 AL)
7.105"
6.221"
� 0.080"
y' 211„ 1.505"
-L
0.081" O 3-TRACK HEAD O8 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063 T6 AL)
9.142"
I-T-
1.211
0.081" O4 4-TRACK HEAD
(6063-T6 AL)
1.260"
0.060"
FRAME HEAD/JAMB O SCREADD-ON EN
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
NO CHANGES THIS SHEET.
0.062"
0.532"
1.516"
4.49"
0.080"
1.50 5"
Oi 2-TRACK SILL
(6063-T6 AL)
r- 0.060"
0.760"
P1.990"'
18"
G2-TRACK JAMB W/
15 SCREEN TRACK
(6063-T6 AL)
5"
-{ 1.36"
0.062" 1.019"
0.081"
SCREEN
40 STILE
(6063-T6 AL)
5.069"
1.993" 0.062"
'14 2-TRACK
O
JEN
AMB O4 STOP RAIL
P RAIL
(6063-T6
AL) (8063-T6 AL)
f+- 0.875"
1.993"
0.06z"
OSCREEN
BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
as complying with the Florida
gullding Code
NU... 20-0429.07
Expiration Date: 04/07/2025
BY: _ 10".2 I. Z.4-3.
Miami -Dade Product Control
FRAME SILL SCREEN
12 ADD-ON13
FRAME SILL SCREEN
END ADD -ON
K JAMB
16 3TRACKJAMBLIU
�.� ��1Y ...
'.
(6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL)
`:��•'�•�,GENS�'����
REQUIRES MIN. #10 SMS
REQUIRES MIN. #10 SMS
;Y :' No. 58705
OR 3/16" MASONRY
OR 3/16" MASONRY
t7 4-TRACK JAMB
Cit
ANCHORS @ 24" MAX. O.C.
ANCHORS @ 24" MAX. O.C.
(6063-T6 AL)
_
dD : X
10707ECHNOLOGYDRAC
o��e
OOP •.. AT OF�4[/
N. V09CE FL 3a76
(941)480-1600
1
EXTRUSIONS
..AO •'' \��
ss/A*11
NAL ENG``•
REGlSTRAWON/1212M
SERIES 670 ALUM. SGD-NON-IMPACT
ln,,,,,,,l
WS
a�
21 a 22
°1i1�tla'
PGT0128
ei"•
�
A. LYNN MILLER, P.E.3GAS70
P.E.956705
0.718" 0.63" 2.304„ 3.802"
3.802" � � �
0.752" �I
L0.885"
0.062" 0.574" 0.796' 1.163"
0.080' 0.062" 0.062"
FRAME SILL P-HOOK MOUNTING 0.23W P'HOOK SCREW
0.075"
s tt zs P-HOOK za zs 3o P-HOOK FOR BOX RISER
W COVER OTRACK O OADAPTOR OCOVER 0.080"
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL)
-+
0.080'
0.830"
016"
1.974"
2.44"
0135" CORNER
(6063-T6 AL)
67 STANDARD ASTRAGAL
(6063-T6 AL)
1 A88"
.080" 1.870"
32 135" FIXED MOUNT
(6063-T6 AL)
4"
0.062"
1.600
Fes--- 3.125"
60 STANDARD STILE
(6063-T6 AL)
j•� 4"
0.133" 1.800
3.125"
61 HEAVY DUTY STILE
(6063-T6 AL)
4.125"
1.645" 0.062" 1.304"
I I
0.281" -�1 1- {� 325"
se HEAVY DUTY ASTRAGAL
(6063-T6 AL)
1.003"
1.03"
0.757" r 0.080"
0.050" 1L
tOs FIXED
PANEL CLIP 0.709" 2.893"
(6063-T6 AL) 1
o.080"
.5501, -� 10.863
9" 123 FIXED PANEL
@RETAINER, 7/8" 2.826"
0.0:bN
(60.63-T6 AL)
BFIXED PANEL 90' INSIDE/OUTSIDE
toa 1taRETAINER, 9/16" CORNER RECEIVER
(6063-T6 AL) (6063-T6 AL)
I JR 1032a/20 I D I No CHANGES THIS SHEEP. I
s9 TOWBOTTOM RAIL
(6063-T6 AL)
1.739" j
0.062"
1.888"
SINTERLOCK
sz ADAPTER
(6063-T6 AL)
1.050" 1.050" �--•
� 1.050" j�
9'
28611"
045'.
849"
045"
.0,, L
GLAZING )G.80 BEAD,FIXEDG
79 BEAD
(6063-T6 AL) PANEL CLIP
78 GLAZING"
BEAD
(6063 T6 AL)
(6063 T6 AL)
119 90" OUTSIDE CORNER ASTRAGAL
(6063-T6 AL)
REGIS7RA770NXNM
5.621"
0.133"
.498"
4"
120 90` INSIDE CORNER ASTRAGAL
(6063-T6 AL)
EXTRUSIONS
I SERIES 670 ALUM. SGD - NON -IMPACT I
SGD670 I NTS 1 22 d 22 1 PGTO128
1.303"
Q 5"
0.062"
8INTERLOCK
ss SCREW COVER
(6063-T6 AL)
PRODUCT REVISED
as eomplp 9 with the Florida
Building Code
NOMdo. 20-0429.07
Expiration Date:0410712025
By: 1 s�•?1-
Miami -Dade Product Control
M,�C ''�i
No.58705 •.• -�
7ATKEO _;. tu��
';,S',QNA1- ��.�`��
A. LYAk1 A1LLW P.E.
P.E.9 58705