HomeMy WebLinkAboutNOA - SLIDING GLASS DOORa aMIAMI-DADE COUNTY
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. SCANNED,
1070 Technology Drive, BY
Nokomis, Fl. 34275
st Lucie County
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 (AM).
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 Velo Zone.
DESICRIPTION:<eries "SGD-670" Alu inum Sliding Glass Doors w/ 900 & 135' corners -NI
APPROVAL DOC o. 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Mi Product Control Section.
i
MISSILE IMPACT ING: None: Appr ved 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.
EAH�LING: 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 916-0629.03 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
IIAMI-DADE COUNTY NOA No. 17-0420.09
Expiration Date: April 07, 2020
A royal Date Oct b 12 2017
pp o er ,
�� i� Page I
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.
$•1 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, #11-1018.17/409-0826.13)
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, 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 ATI72138.01-401-18.
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 #14-0123.11)
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 PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09. , S4 , U111
shaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.09
Expiration Date: April 07, 2020
Approval Date: October 12, 2017
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
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 (51h edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascony P.E.
5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
2. ; 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 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 (01 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 1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
I. Statement letter of conformance to FBC 2014(5th 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.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.09
Expiration Date: April 07, 2020
Approval Date: October 12, 2017
E-2
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, 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.
6) REFERENCES: ELCO ULTRACON, CRETEFLEXAND 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 7213B.01-1401-18
TACT C C SEE DFTA II R 0M R4IFFTA A R 5c
Glass
Type
Description (Listed from Exterior to, Interior)
SS
GIA
114" TEMPERED GLASS
SS + 518' AIRSPACE + 3116" TEMPERED GLASS
G2A
1' I.G.: 1hr TEMPERED GLASS + 112" AIRSPACE + 1147 TEMPERED GLASS
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1, 2 & 3 ON NOT RATED FOR MISSILE
SHEETS 6.7 & 8 IMPACT RESISTANCE
CODES I STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASTM E1300-09
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL. ADM-2015
•AISI S70D-12
•RISC 360-10
REV. TABLES 1, Z 3 & A
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
45
ANCHORAGE .....................6-14
DESIGN PRESSURES
6-8
INSTALL DETAILS..............12-14
ELEVATION S.....................
16.16
PANEL / SILL TYPES.........17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
EXTRUSIONS ....................
21.22
Al. VENICE, FL 34275
(941) 4a0.1&V
CERr. OPAUni 929259
n "
Anchor
Group
AnchorType
Frame
Memher
Substrate
Min. Edge
Distance
Min. O.C.
Olstance
Min.
Embedment or
Mehl Thickness
A
#12 16.8 SMS,
(F,=60 Ike], F� 95 ksi)
#12 410 SS SMS,
(F,- 90 kel, Fu= 110 ksi)
All
Southern Pine (SO - 0.55)
9l16'
7/8-
T&W
6063-T5 Aluminum
3/8'
9115'
0.090"
'A36 Steel
313"
9116'
0.050"
Gr. 33 Steel Stud
—,we*
9116-
0.045 (IS Ga)
1/4' Elea Aggre-Gato&
F,=57 ksi, F�= 96 ksl
_
All
Concrete min. 2.22 ksl
1-112"
3'
1318'
Jamb / P-hook
F81ed Block ASTM C90)
2'
3'
2"
Jamb / P-hook
Hollow I'mC90
2-
3-
1-1/4'
All
ScuNem Pine SG = 0.55
V
P
1-3iB'
B
#12 Steel SMS (Gr. 5)
(min. of 3 threads beyond
metal suhetrete)
All
Southern Pine (SG = 0.55)
9116'
718'
1318"
60B3-T5 Alumnum
318'
9116-
0.090"
A36 Steel
Wll"
0116'
0.050"
Gr. 33 Steel Stud
318"
9/16"
0.045' 18 Ga
C
1/4" Elco UltraConS
F,=155 last, Fu=177 ksi
I All
Concrete (min. 2.65 ke0
1"
4'
1-We'
Jamb / Pfiook
Hollow Block (ASTM C90)
1"
6-
1-1/4"
114' Elco UltraCon®
Fr=155 ksi, Fu' 177 ksl
All
Concrete (min. 2.85 ksi)
2-112"
4-
1.318"
Jamb ! P-0
Pfiook
Hollow Block ASTM C90
"
2-1/2"
4'
a'
1-/4"
114" 410 SS Eleo re FIez49
F,=127.4 last, Fu= 1 .7 last
Head fail]
Concrete min. 3.35 last
1"
4'
b ! P-hook
Conte. (min. IN ksi)
Je b! P-hock
Hollow Block ASTM fiJO
2-V2°
6'
1-1l4"
All
Southern Plne SG = 0.55
1"
1'
1- '
1) WT SUBSTRATE 1BhTIONS R urwut rrtu •"^�•_ • W�
CHOOSE THE A R GROUP OF THE LOWEST LETTER FOR ALL TABLES IN INIS 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.
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2" THICK.
ratODDC r REvrse0
a "�'
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
tv".x C.]yhl,
tsv,ai•>t ead<
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
Ace<yt••n N.17-0920• 1
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. I AND 2X BUCKS
Eapkmi•. Dot cf P20]. 2 C245
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
Isi,
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
peaY P�duccceaaat
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
11t11 t 1 111 /,11
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
FULLY
�•
MAX. 114" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
t `�Q�':
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.
O� TIE F '•��-Z
GENERAL NOTES AND MAP
F
'��;4s/ONgt ENC?\?\
SERIES 670 ALUM. SGD - NON -IMPACT
SERIES
'111111111 tt1
e.t.aeart ea•= ore taM
A. LYNN MILLER P.E.
° SGDF70 NTS 1 1 122 PGTO128 C
P.E.#56705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH ---I- — yj
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 1-3
I
I
r Jc I
14 Io�al
1 I w
w �
U¢¢
I tla�
POCKET
-- --
CONFIGURATIONS -NOTES: - — - --
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH
LOCATIONS USING DETAIL "Jw", "Je, "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
NOM. PANEL WIDTH
A
A 13
12
CAN BE OXXXp.
PER TABLES 1-3
i
2) 90° & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
I
OF ANY 2 STRAIGHT CONFIGURATIONS.
1z
c
MAX. UNIT 13
t
Jw Jc I
t 1 o a o
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
HEIGHT
t
1a 1 I
"X" = OPERABLE PANEL,
PER TABLES 1-3
1 y w
"O" = INOPERABLE PANEL,
jaw
"p" = POCKET DETAIL LETTER
1-PANEL 2-PANEL
CONFIGURATIONS 1 ,3 CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH w c NOM. PANEL WI[
PER TABLES 1-3 2 13 PER TABLES
K13MAX. UNIT
HEIGHT
PER TABLES 1-3
1
m
m
� I
I
Jw Jc I
14 14 1 w'o ru
MAX. UNI
14 1 i z
HEIGHT
I~�w
PER
j w
TABLES
qa
POCKET j y
POCKET I m
WOOD OR METAL INSTALLATION
�L+%J °c" = CONCRETE INSTALLATION
SHEET NUMBER
MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7°
--- O HEIGHT =DOOR UNIT HEIGHT-10.125"
®Ac c 2 3 13 PA L HEIGHT = DOOR UNIT HEIGHT-1.866"
_1
m
m
m
m
m
a
POCKET
r 4-PANEL CONFIGURATIONS c w
3-PANEL CONFIGURATIONS 1 1 13 1 3
12 1 1 13
MAX. UNIT WIDTH MAX. UNIT WIDTH
Ac Cc NOM. PANEL WIDTH t
NOM. PANEL WIDTH 3 1 PER TABLES 1-3
PER TABLES 1-3 1 t3
-1`r--- i co PRODUCf REVtSQ8
Jw Jc I 1 1 w—phlat.ith the Florid!
I is
1 1 a 1 9 1 1 i Q 6uWiaj CWe
c I e a MAX. UNIT z sEE Acmptae«No l -u�2e a5
g 14 1 w fii 19 a E>•p(rnfae Date
MAX. UNIT t3 I = y HEIGHT o NOTE rt
2. THIS
HEIGHT 73 1s 1s is i�¢I. PER to m SHEET. Mf,yrr �` �a .Cq
I ti TABLES 1-3
PER TABLES 1-3 I to a
w
g rn ` EXTERIOR POCKET 1 13c
t3 P�1;.•' �tCEIJSF •.1�� i
5-PANEL CONFIGURATIONS c CORNER, TYP. ,` No.58705
1 13 1 13 1 13 � * '
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR) -0 vi
1070N.TVENICE FL 3427D 5� EXAMPLE CONFIGURATIONS �� ' •. S " F �u'�
(9fi)480-7600 rns : �S1 ''•R,;ORIOI`. •''G��
ur CERT. OFAUDL 82RM SERIES 670 ALUM- SGD - NON -IMPACT �'/,S�ONAL Ea �`��
JR Q4/U✓17 C NO CHANGES THIS SHEET. s.r..e�eet aa� sn.c avearn. a^+ /(.lfi(+114pER�A.E
war. l> a �a ors i Q'DuanaE& tMID. Fn.r
SG.70 I NTS 2 m 22 PGTO128 C P.E958705
JR 02120114 .W.RttYfr9RESEAYID
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
MAX. TESTED UNIT WIDTH = 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16" @ 96" HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4" @ 120" HEIGHT LOCATIONS USING DETAIL "JvV', "Je, "Kw- OR "Kc" INSTALLATION.
NOM. PANEL WIDTHT:�__ A0 EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
PER TABLES 1-3 1 t t t 3 pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
MAX. UNIT
HEIGHT,
96" OR 120"
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
- 14---- i
CAN BE OXXXp.
Jw J 1
to t i
2) 90- & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
OPERABLE PANEL,
POCKET i m
"O" = INOPERABLE PANEL,
MAX. UNIT 5� �s + h�i ; i t j ® f
HEIGHT
PER TABLES 1-3
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
1 I NOM. PANEL WIDTH
PER TABLES 1.3
MAX. UNIT
HEIGHT
PERTABLES 1
ILLt]
8-PANEL CONFIGURATIONS
rB7B cNER.rV/rEw.FC]oVHrFI�Nam1ocf
y
04/OS/17 C NO CHANGES THIS
0 roma o
0?/ZO/14a
"p" = POCKET
• Fc
I r2
f—DETAILLETTER
,, c w" = WOOD OR METAL INSTALLATION
® "c" = CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7"
140
DLO HEIGHT= DOOR UNIT HEIGHT-10.125"
w ow
Iprcp
PANEL HEIGHT= DOOR UNIT HEIGHT-1.866"
I�¢y
w
1 a`
POCKET I vwi
Jw I
qV,.14
>po
/
/
14 iU ff
maw
w
I W
POCKET I vwi
FRIES 670 ALUM. SGD - NON-IMPAG 1
6aW fi�,OV: A��1h
SGO-670 NTS 3 122 PGTO128
►RODUC f REVISBO
to e..lptyin9 with the Florida
b..ine Code
AmpUm N. 17-o 4t 2e.o9
ElpitrMe D.le u7.a"
R�ttwt' Oidt tod.ct ettaM
LYNN
�� ��'t,ICENS•'��� �
No. 58705 •�
S,0. txtoo_ •' 4_C1
S�ONAL S�```��
keYrQN]MILLE� P.E.
P.E.S 5B705
GLAZING DETAILS (G1 & G1A)
3/16" T GLASS
74
EXTERIOR 82
-
a
3/4" NOM.
GLASS
BITE
78
EXTERIOR
54
3/16" TEMPERED GLASS TYPE G1
1 /4" T GLASS
74
PRODUC r REVMW
.
mxQmpfyw,[ with the Flaw
EXTERIOR 82
�eY Cede
Amp(aete No 0—O'{20.G'1j
aEt,pirml-
we u /?j,;)e20
314 NOM.
s la,, � - —
GLASS
ROtaN Rnmlr rodeci Ceapa4
BITE
78
54
`, 111111it�1j
1/4" TEMPERED GLASS, TYPE G1A
���\��. ' ......sN�.
OCEN
f mz
O'•
GLAZING NOTES:
GL=TEMPERED
1omTECHNOLOCVD
27s
0
GLAZING DETAILS
'.,Fs''•�tORIDP•.•'
,7S+j''-• '- �G
/oe1)480.1 o
SERIES 670ALUM. SGD - NON -IMPACT
�iZONALtE```l.
,�
JR 04/0&17 C NO CHANGES THIS SHEET.
rERr.OFAunL
e„rTxca — —'
IL LYNN M ILLER P.E.
wmm er w:a
wiwwsmrEs.pc.
SGO-670 NTS 4 a PGro12&
C P.E1158705.
M2
JR 01l10/14
GLAZING DETAILS (G2 & G2A)
SILICONE
HOT -MELT BUM
STRUCTURAL
1' NOM.
STRUCTURAL
SILICONE
FOAM 3116' NOM.
1/4' NOM.
POLYISOBUTYLENE
WITH
3116' T GLASS
WITH DESICCANT
DESICCANT
518" AIR SPACE
EXT. GLASS
EXT. GLASS
3/16" T GLASS
74
EXTERIOR
a83
INT. GLASS
INT. GLASS '
124.127 314" NOM.
KODISPACE
tZ4
125 SUPER
NXTT"'
GLASS
4SG TPS
SPACER@
BITE
1" I.G. GLASS, TYPE G2
Ff 1" NOM. --I
1/4" T GLASS —
1/2" AIR SPACE -
1/4" T GLASS
EXTERIOR
83
3/4" NOM.
GLASS
BITE
1" I.G. GLASS, TYPE G2A
GLAZING NOTES:
'7 = TEMPERED
MRna w oot RnYts�
JR 04A75�17 C NO CHANGES THIS SHEET.
a�ey: t>.� vnd,e amx
JR OT2N14
BUTYL &
DESICCANT '
FOAM
EXT.GLASS
INT. GLASS
8DURASEALO
SPACER
N. VENIC✓~ FL3r275
CERT. OFAUrH. #29286
COPVR Qo
Pur&musrp=w-.
AU MMROMy
POLYISO- DESICCANT FILL AREA
BUTYLENE 5/16' NOM.
SEAL
SILICONE SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
Z// —INT. GLASS
FRODUCCREVOM
XL EDGE
W i Mai 'ctou-ithtk�D
,27 SPACER Ampt..m No�nu2n .ol
Eyk i- Dne
Is I Z7, I . fit+.
Part*
Description
Materiel
124
Kommerling 4SG TIPS Spacer System
See this
Sheet fnr
125
Quanex Super Spacer nXr with Hot Melt Butyl
126
Quanex Duraseal
Materials
127
Cardinal X-Edge Spacer
REFERENCE TEST REPORTS: FTL-8717. BUUb rf aerU
GLAZING DETAILS
SERIES 670 ALUM. SGD - NON -IMPACT
yy,were saw toot®w
sGtzelc NTS 1 5 e 22 PGTO128
111I I It, I!
yF : No. 58705
C�`s''•��0R10P..•' •\��
0NAL IE o
A. LYNN MILLER P.E.
P.E.058705
TABLE 1
-----TABLE 1A: — — — --
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal enchomga on 90, or 135, corner units, sea sheet 11
Table apples to all Glass types and
the SlilefAstrogal types shown below.
pos'ww (+) DP may be limited by
Table 1A.
Door Unit
Heigh
9B'
a9-718' DLO
LO
73 /B" LO
/8" LO
Anchor Group
Anchor Group
AnchorGroup
Anctmr Group
A I B I C I D
A B C D
A B C D
AE B T C D
17"
Des"nPrassura
+90.01427.1
+90.01-120
+90.0/410.8
+90.01-1029
Heed/Sill
G1*1
C4.1 C4+7 C4+1
C4+1
C4+1 C4+1 CA+1
C4+1
C4+1
G4+1 C4+1
GS*1
G+1
C4+1
G7+1
24'
D
Jam
b mb
to
a e a
to
8 e 1 a
10
e
e e
10
e
e
e
P hook
6+7
6+7 6+T 6+7
7+9
7+B 7+8 7+8
A.
1+8
7+8 7+8
7+8
7•8
7+8
7+8
Design Pmssum
+90.0/-105.3 1
+90.0/400.2
1
+90.01-92.2
+a5.3
23"
Head/Sill
CA+1 C4+1 C4+1 G4+1
C4+1 G4+1 C4+1 C4+1
C4+1 C4-1 C4+1 C4+1
C4+1 1
DLO
Jamb
70
8
8
B
10 1
8 1
8 1
8
10
8
8
8
B B
8
P-hook
8+7
6+7
8.7
8+7
7+8 1
7+8 1
7+8
7+$
7+8
7+8
7+8
7+8
+8
7+8 1 7+8
7+8
Design Pressure
+90.0/42.9
+97.3/-87.3
+Sao/-80
+73.B/-73.8
29^
HeadfSll
Gf+t
CA+1 C4+1
CA+1
C4+1
G4+1 C4+1
C1+1
+1
1
C4+1
C4+1 C4+1
C4+1
DLO
Jamb
10
8 6
8
10
a 8
B
10
B a
8
Parma
a+7
B+7 6+7
6+7
7+8
7+8 7+8
7+8
8
8
7+8
7+8 7+8
7+8s
35^
nPressure
+83.7/-83.7
+78.41-78.4
M7-87+8
.6
+65.6/-65.8
HeedfS81
CA+2
C4+2 C4+2
C4+2
C4+2
C4+2 C4+2
G1+2
+1
C4+
C4+1 C4+1 C4+1 GI+142-
DLO
Jamb10
8 8
6
10
8 88
8
a 8
P-hook
B+7
6+7 6+7
6+7
7+B
7+8 7+8
7+B
8
7+B
7+8 7+6 7+8 1 7+8
41"
Lbs'nPressure
1
+77.11-77.1
+120/-72
+65.5/-65.6
1 +60.01-60
HeedfSill
CA+2
CA+2 G1+2
Gt+2
C4+2
G7+2 G4+2
C4+2
C4+2
G1+2 C4+2
C4+2
C4.2
G1+2
C4+2
C4+2
48,
DLO
Jamb
10
8 8
I a
10
8 8
8
10
8 1 8
1 8
10
9
1 8
1 8
P-hook
6+7
8*7 6+7
1 6+7
7+8
7+8 7+B
7+8
7+8
7+B 7+a
7+8
T+B
7+a
7+8
7+8
Desgn Pressure
+72.5/-725
+67.4/57.4
+61.0/51
-
+54.7/54.7
47"
Head/Sill
CA+2 C4+2 C4+2 C4+2
C4+2 G4+2 C4+2 C/+2
Gt+2 CS+2 C4.2
a 2
C4+2 04+2
C4+2 C4+2
64„
DLO
Jamb
10
8 8
B
10
8 8
8
10
8
B
8
to
8
8
P-hook
6+7
6+7 6+T
6+7
7•8
7+a 7.8
7+B
1+8
7+8
7+B
7+8
7+8
78+8
7+8
7%
Des'n Pressure
+69.1/59.1
+64.0/-M
+57.6/57.6
-50.6150.6
53'
1 HeadfSll
C4+3 C4+3 G4+2
GI+2
C4+2 I C4+2 C4+2 G4+2
CA+2 C4+2 C4+2 CA+2
C4+2 C4+2 G4+2 C4+2
DLO
.bmb
/0
8 B
8
10
B
a
8
f0
I 8 1 8
1 8
1 10
1 8 I 8
1 8
P-hmk
6+7
I B+7 I 6+7
I 6+7
7+8
1 7+8
1 7+8
1 7+B
1 7+8
1 7+a I 7+8
I 7+8
1 7+0
7+8 1 7+8
1 7+8
OH LENGTH -
2
OH LENGTH w of
OH RATIO = OH HEIGHT x 5 OH RATIO t 1
O
!2�)W
NOTES 1-3 SEE NOTE 3
YEN
PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4" SILL.
ING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE
ATER 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
FOR EXAMPLE ON 1.151N6 IAt3Lt, 5tt 5ntt I f. REQUIRED.
DLO WIDTH = NOM. PANEL WIDTH - T' 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
....,...,.....c.,...,c. w.,n cuvv ro +a a +n ono eCCCPAQI v neTAn Q
SIR Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
-Pressure, ps1
Sheet 17)
Flush -l-1/2'
see note 3
Low - 2-1/2'
+
a um - 3-1/4"
+ 60.0
High -4"
+90.0
Straight Astragal
Lockstile @
90^ Astragal
Lockstile @
135' Astragal
Lockstile @
interlock
P-hook
Lockstile @ lamb
Assembly
Straight Astragal
Assembly
90'Astragal
Assembly
135-Astragal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStile
Heavy-dutyStile
Standard Astragal
Outside Corner, ,
outside
InsideCEIV Comer
Corner
Inside
Corner
21,�JdeInside
Corner' l I
Corne
Part #60 (x2)
Part #60
Part #60
Part #60 (Stile)
Part #67 (Astragal}
part #60
Part #61 (S tile)
Corner
Part # 18Cor
(
Part #119 (Out.)
Part #120 (In.}
Part #61 (
Parts # 1& #32
Part #61
Receiver)
(Corn. & Fxd Mount)
REVISED TABLE 1.
070 TECHNOLOOYORIVE
At VEMCE, FL 34275
(941)480-1600
CERr. OFAU7M #29296
mammroomo
,ur.waararaamrxn
DP ND ANCHORAGE
SERIES 670 ALUM. SGD -
o.reear. arc s.e
8GDBM Nrs s d a.2
rMF'A(: !
PGTom
PR012UC r REVMW
Niedewith the Fbd&
ba
Accepleoce No 17-6,tF 2u .01
K.Pt o bw Bele u. f n 1 L.'
liter,_ t.L1..�.�
�k�w'IAaL VrtidoctC'au1wF
-`""1.,,-r r7
C1�.•'• t.4CEN19
i.-..?e �
* : No. s8705
-D -
� K �E bF} • • ��
L EN�:``•
I(.rL1YNNNiRP.E.
P.E# 58705
TABLE 2:
Design Pressure (DP) and Mohor Quantltlelt Required, (for all approved e0ntigurallons on Sheets 2 8 3)
ForcomereshaBal anchorage on 96' or 135' comerunils, see sheet 11
Teble
applies
to all
Glees types and
80"
84'
90'
Door l&rl
ST
He ht
ter
ice,
114"
120'
the
BBIelAstragal
types shovm
bg.71r" DLO
T3- 18' OLD
78.7tB' OLO
BS-7/B' OLO
9 -718' DLO
97-71 D O
103-715" OLD
1037/8' O O
below.
Posltive
(+)OP may be
Anc _p
Arohor Gmup
Anchor roue
chorGmup
Anc rGmup
Anchor coup
nc IXoup
AndiorOmup
IlmBetl
by
TaNe 2A.
A B C D
A B C O
A B C 0
A B C D
A B C D
A B C D
A 8 C D
A B C D
Oes Pressure
-Me
+9R0/-122.0
CA+1 C4+1 C4+1
+90.0/-114.0
C4N C4N CA+1 C4N
+80.0/-106.0+9R0/53.0
C9+1 Gt+1 C4+1 C4N
G4N C4+1 C4+1 G4+1
CA+1 04+1 C4a1 04+1
+88.0/�8.0
C4N C4N C4+1 C4N
17'
Headres
C4N C4+1 Gr1 C4+1
C4+1 CA+1 C4N C4+i
C4+1
8
10 10 10 10
10 10 1D 1D
10 10 iD 10
f0 10 10 10
24'
DLO
Jamb
10 8 B B
10 8 8 B
7+8
1D 8 8 B
7+8 7+B 7+8 7+8
10 8 8
7+8 7+8 7+8 7+B
B+9 8+9 B+9 B+9
8+9 0+9 6+9 8+9
9+10 9+10 9+10 8+10
9+10 9+1O 9+10 9+10
P-hook
Design Pressure
7a8 7+0 7+B 7+8
+90.01-141.8
7+8 7+8 7+8
400.01433.E
+BRO/-122.9
+90.0/-113.B
+90.0/-f059
+90.01-99.1
+90.01.93.1
+87.8/-878
23'
Head/S{II
C5+2 C5+2 C5+1 CS+1
C5+1 C5+1 C5+1 C5+1
C6+1 C5+1 C5+1 C5+1
C5+1 C5+1 C5+1 C5+1
C5+1 C6+1 C5+1 C5+1
C5+1 CSN C5+1 C5+1
C5+1 C5+1 C5+1 CSat
C5+1 CS+ C5+1 C5+1
30'
8 8
12 f0 8 B
12 10 e 8
12 10 e 8
12 10 10 10
12 10 10 10
12 10 10 70
12 10 f0 10
DLO
Jamb
12 10
B+B
B+9 B+B 8+9 B+B
8+9 8+9 8+9 8+9
8+9 8+9 8+9 6+9
B+B B+9 8+9 8+9
B+9 9+9 8+9 8+9
BNO 9+10 BNO 9N0
9+10 9+10 9+10 9N0
P-hock
Design Pressure
8+9 8+9 8+9
+90.0/.123.9
+90.0/-116.4
+90.0/-108.7
+90.0/-98.5
+WU147.4
a753/-75.3
29'
F1eatll5ir
CS+Z CS«2 CS+2 C5+2
C5+2 C5+2 C5+2 CS+2
C5+2 C5+2 CS-2 C5+2
C5+2 C5+2 C5+1 CS+1
CSa1 CSa1 CSa1 CSN
CS+1 C5+1 C5+1 CSN
C5N C5+1 C5+1 C5+1
C6*1 C5+1 CSN CS+1
36*
8 e
12 70 e e
12 f0 e B
12 10 10 10
12 10 10 10
12 10 f0 10
12 f0 10 10
DLO
Jamb
12 10 e 6
12 10
8+9 8+9 1 5.9
8+8 B+9 B+B 8+9
9+9 1 8+9 1 8+9 1 8+9
8+9 8+8 1 8+9 1 8+9
9+70 9+10 BNO 1 9+1
p400k
8+9 1 B+9 1 8+9 1 8+9
9+9 8+9 8+9 8+9
8+9 1
490.0/A5.4
+679/-87.8
+8f.3/-8f.3
+75.7/-75.7
+70.8/-70.8
a685/fi6.5
Design Pressure
+90.01-111.6
+90ol-104.5
C5+2 C5+2
CS+2 C5+2 C5+2 CS+2
CS+2 C5+2 C6+2 C5+2
CS+2 CS+2 C5+2 CS•2
CS+2 C5+2 CSN C5+1
C5+1 C5+1 C5+1 CSN
36'
HeedtSil
C5+2 C5+2 C5+2 c5+2
C5+2 C5+2 C5+2 C5+2
CL2 C5+2
10 10 10
12 10 10 10
12 10 10 10
12 10 10 10
4T
OLD
Jamb
13 10 B B
12 iD B 8
12 10 6 B
12 10 B 8
12
8+9 8+9 8+9
8+9 6+B 8+9 8+9
9+10 9+10 9+10 9N0
9N0 8+10 B+10 BNO
P-hook
8+9 8+9 Ba9 Bag
6+9 8+8 8+9 8+0
8+9 8+9 8+9 8+9
B+9 8+9 8+9 B+9
B+B
+68.6/-bu.6
+64.0/-64.0
+60.0/E0.0
Design Pressure
+90.0/-f02B
+90.0/A6.0
+B7.3/-87.3
+60.0/-80.0
CS+2 C5+2 CS+2 CS+2
+73.81-73.9
C5+2 C6+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
41'
HeaNSill
CS+2 CS+2 C5+2 CS*2
C5+2 CS+2 C5+2 CS+2
CS+2 C5+2 C5+2 C5+2
B
12 10 10 10
12 16 10 10
12 10 t0 10
12 10 10 10
4B-
DLO
Jamb
12 70 e 8
12 f0 8 8
12 10 8 e
12 10 8
BaB B+9 8+9
8+f0 9+10 9+10 9+10
9N0 9+10 9+10 9N0
P-hook
B+9 &9 8+9 8+9
8+B 6+9 8+0 8+9
8+8 8+9 8+9 8+9
8+9 8+9 Ba9 B+9
8+9 8+9 8+9 8+9
8+9
Design Pressure
+83.01.83.0
+7721.77.2
+69.8/-69.8
+63.8/-63.6
4T
HeatlB{II
C4+3 C4+3 C1+2 C4+2
C4a2 C4a2 C4+2 C4+2
C4+2 C4+2 CA+2 Cd+2
C4+2 G+2 C4+2 CA+2
Jamb
70 6
8
8
10
8 B
B
10
B
8
8
10
B
B
8
54'
DLO
P4look
7+8 7+8
7+B
7+8
7+B
T+8 At
7+B
7+8
7+8
7+8
7+8
7+8
7+B
7+e
7+8
Not available in these sizes
Design Pressure
+79.2/-79.2
+733/-733
+66.0/fi6.0
+60.01-60.0
ST
Heacilsl0
C1+3
C4+3
C4+3
U+3
C4*3
C4+3
C4a3
C4+3
CA+2
C4+2
C4+2
Gi+2
C4+2
C4+2
G+2
G+2
8W
DLO
Jamb
10
B
8
8
10
8
B
8
10
8
B
8
10
B
B
8
P-hook
7+8
7+e
7+8
7+8
7+e
7+e
7+8
7+8
7+8
7+8
7*8
7+e
7+8
1 7+6
1 7+B
7+B
�tAAIVIr-LC UlY JrICG I o
c. 1- +o o. +o - 6CCMARI V 11PTAH R
THE FOLLOWING STILL
Interlock
& AS 1 KAUAL
P-hook
I YrtZl Z5MALL U= UOCu
Lockstile @ Jamb
ran 11—
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
-_._.._ ..__ _. ----
Lockstile @
90° Astragal
- -
135' Astragal
Assembly
Lockstile @
135" Astragal
Heavy-duty Stiles
ITM
Heavy-duty Stile
Heavy-duty Stile
6V
Heavy-duty5tile
Standard Astragal
Heavy-duty Stile
Heavy-duty Stile
Outside C
�P�-joDer
Inside Comer' 1 1
Heavy�utyStile
Outside
Corner
Inside
Corner
Heavy-duty. Stile
Inside
Corner
Outside
Corner
Heavy-duty Stile
1 ,'--r—�L
r Cj
Part #61(x2)
Part #51
Part #61
Part #61(Stile)
Part #67 (Astragal)
Part#61
Part #61(Stile)
Part #118 (Corner
Receiver)
Part #119 (Out.)
Part #120 (In.)
Part U61(Stile)
Parts
(Com. & Fxd Mount)
Part #61
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2" 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 PRES. UNCHANGED). SEE TABLE 2P
OH LENGTH
2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED =
3) 4", 3-1/4" AND
RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS LD
WHERE WATER
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR =
oI OH RATIO z 1
WATER INFILTRATION. p
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. OH LENGTH
WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO =
5) DOOR SIZE TO COMPLY OH HEIGHT
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
SEE NOTE 3
1070 TEChWOLOOYM1115
M. VEMCE FL 5427E
DP AND ANCHORAGE
(841)beo-lwo
7Ar
SERIES 670 ALUM. SGD - NON -IMPACT
JR
a�„a
04/05/17
err
C
a.doe
REVISED TABLEZ
5 m
CERr. UFAU t AWN
mawi0rmoatn
ro't ofeummm
s'01'001c
SGD670
4a�
NTS
s"�
7 22
6s.°f rb
PG7D128
Sill Height to Max. (+) DP
(Water Infiltration Rating)
SIII Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-1/2"
see note 3
Low - 2-112'
+ 46.67
Medium - 3-1/4"
+ 60.0
High-4'
+90.0
Litt NU 1 Lb 1-J
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT- 10.125"
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866"
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No. 58705
11 ' tY
0 It TEiF�
10NAL
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 3
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 3A.
Door Unit
Height
�
90'
86°
69-7l8" DLO
73-7l8' DLO
7g-7/B' DLO
85.718" DLO
Anchor Type
Anchor Type
Anchor Type
Anchor Type
A B C D
A B C D
A B C D
A B C D
Design Pressure
+ -
+ -
r -
+ -
it
HeadlSill
C4+1 C1+1 C4+1 C4+1
C4+1 C4+1 C4+1 C4+1
C4+1 C4+1 Ct+1 C4+1
C4+1 C9+1 C4+1 C4+1
24'
DLO
Jamb
10
a 8
8
10
8 8
8
10
a a
8
10 1
8
B 1
a
P-hook 1
7+8 1
7+8 1 7+8 1
7+8
7+8 1
7+8 1 7+8 1
7+8
7+8 1
7+8 1 7+8
7+8
7+8
7+8
7+6
7+6
Design Pressure
+90.01-159.5
+90.01-150.3
+90.01-136.2
+90.01428
23'
Head/Sill
CB+2 C6+2 C5+2 C5+2
C6+2 C6+2 C5+2
C5+2
C6+2 C6+2 1 C5+1 C5+1
C8+1 CS C5+1
C5+1
30"
DLO
Jamb
14
12 B
8
14
12 6
8
14
12
8
8
14
12 6
8
P-hook
9+10
A. 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+'
9+10
Design Pressure
+90.01-139.4
+90.0/-130.9
+90.01-120
+90.01-110.8
29'
Head/Sili
C6+2 C6+2 C5+2 C5+2
C6+2 C6+2 C5+2 C5+2
C6+2 C6+2 C5+2 C5+2
C8+2 C6+2 C5+2
C5+2
DLO
Jamb
14
12 B
8
14
12 B
8
14
12 8
6
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 8+10
9+10
9+1D
9+10
9+10
9+10
_
Design Pressure
+90.0/-125.5
+90.01-117.6
+90.0/-707.3
+90,0/-98.7
35"
Head/Sill
C8+2
C6+2 C5+2
C5+2
06+2
1 C6+2 1
C5+2
C5+2
C6+2
C8+2
C5+2
C5+2
C6+2
1C8+2
C5+2
C5+2
a
42'
DLO
Jamb
14
12 8 B
14
12
8
B
14
12
8
6
14
12
a
B
P-1`
B+10
9+10 9+10 9+10
8+10
9+10
9+10
9+10
9+10
9+10
9+10
9+1a
9+10
9+10
9+10
9+10
o
Design Pressure
+90.0/-115.7
+90.0/-108
+90.0/-96.2
+90.01-90
Z
41°
Head/Sill
C6+3 C6+3 C5+3 C5+3
C8+3 C6+3 C5+2 C5+2
C8+2 C8+2 C5+2
C5+2
C8+2 C6+2 C5+2 C5+2
48°
DLO
Jamb
14
12
8
B
14
12
8
B
14
12
B
8
14
12
8
8
P-hook
9+10
0+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
+831-83
+77.2/-77.2
+69.8/-69.8
+62.61.62-6
47'
Head/Sill
C4+3 C4+3 C4+2 C4+2
CA+2 C4+2 C4+2 94+2
C4+2 C4+2 C4+2
C4+2
C4+2 C4+2 C4+2 C4+2
�,
DLO
Jamb
10
a
8
8
10
8
8
8
10
8
8
8
10
8
8
8
P-hook
7+8
7+B
7+B
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+6
7+8
Design Pressure
+79.21-79.2
+73.31-73.3
+66/-66
53"
Head/Sill
CA+3 C4+3 C4+3 CA+3
C4+3 C4+3 CS C4+3
C4+2 C4+2 C4+2
C4+2
C4+2 C4+2 C4+2 C4+2
fill°
DLO
Jamb
10
8
8
8
10
9
g
8
10
8
6
8
10
B
8
8
P-hook
1 7+8
1 7+0
1 7+8
1 7+8
1 7+8
1 7+g
1 7+8
1 1+8
7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
FOR EXAMI'LE ON Ub]Nt9 I At5LC, JCC JHCC I I.
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
TABLE3A:- --- ---
OH LENGTH
2
L7
_ QI
Sill Heightto Max (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-1/2'
see note 3
SEE NOTES 13
2
0
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.
��o +o o +n caner v nc-reu e
I HE YULLUVVINU 31ILC&
AO I rVi
I r r-an —
v,.+, I------
Straight Astragal
--- .+••��•--•-•__.
Lockstile @
90' Astragal
Lockstile @
135" Astragal
Lockstile @
interlock
P-hook
Lockstile @Jamb
Assembly
Straight Astragal
Assembly
90' Astragal
Assembly
135' Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Astragal
outside Corner ,
JIL
Outside
Inside
Corner
t,�l��r
Corner
Inside
Corner
Outside
InsideCoride
Comer
#61 (x2}
rZ—
Part #61
Part #61
Part #61 (Stile)
part #66 (Astragal)
Part #61
Part #61 (Stile)
Part #118 (Comer
Part 9119 (Out.)
Part #120 (In.)
Part #51(Stile)
Parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
1070V.reVENICCE FL DPAND ANCHORAGE
,,� CERr.OFF, SERIES 670 ALUM. SGD - NON -IMPACT
04mVff C REwSED TABLE 3. tzvmtorromn ai1ifb� a'""—8 4i�1pN'
�. � wrr ATFUE% c L��y Sao-= NTS 8 d22 1 PGTO128
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a [Wapllleg with Ole Pbd k
is :KSgCod.
Asclgxecc Ne 17�01
9wicriien hale 4• 442,02-
Ms ar' Pnt4 Y�t�tF1'°
N�c NSFM!ll�''.
*� No. 58705
=0HF
'•. FZORIDP,.•' •VCR
lON11A4G
A. LYNN MILER, P.E.
P.E.#5B705
NO FRAME "8+9" P-HOOK ANCHORAGE CONSISTS OF:
SEE "CS" CLUSTER
SEE
JAMB (8) P-HOOK ANCHORS,
REQUIRED @ (PERPENDICULAR TO GLASS
MAX. UNIT WIDTH DETAILS, SHEET 10
SEE "C5" CLUSTER SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
SPLICE
NOTE,
THIS
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
POCKETS AND
DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK 24" MAX. O.C.
INTERLOCK CLUSTER,SEE
42" NOM.
DETAILS, SHEET 11
SHEET
SEE POCKET (9) P-HOOK------- _
JAMB MOUNTING I
x x
x PANEL WIDTH
x x x xxxx x x 6"MAX.
f
INSTALLATION, ADAPTER 6,. MAX.
x x x x x x x
(°�j x x x x x x x x x x x
x
THIS SHEET ANCHORS MIDWAY I
o, L 3" MAX x
& SHEET 14 BETWEEN P-HOOK
• • ANCHORS & AT 3" i I
I I 4 PAIRS OF
o' 1I x =FRAME x ANCHORS
;`� .• FROM TOP & I 14' I I
BOTTOM
x
I �1 �O ANCHORS 96" (TOTAL 8
UNIT zt° MAx. ANCHORS)
i i Q MAX�. O.C.
I I 14° MAX. O.C. D.C.
4.051"
8' MAX. TO OPENING m
I
n ®= P-HOOK HEIGHT PER JAMB
I
EDGE OF POCKET SEE I w a ®'
i e I I
I I I 0 ANCHORS x x (SEE JAMB
o f DETAIL
INSTALLATION o
DETAILS'Jc'&'Kc', m� ®'
I
lol m o=P-HOOK BELOW)
END PANEL SHEET 14 & PART a ®I
ANCHORAGE DETAILS 'J' &'K', 1 I I
i I ;1 MOUNTING
o, WMAX. ADAPTER x
24" MAX.
(2 ANCHORS) SHEET 19 FOR $ E®1
[ I ANCHORS x
O.C.
P-HOOK L -----6"MAX.-
+2" ANCHORS
ANCHORAGE END PANEL
ANCHORAGE
x x x _ x x xx xxx x' END PANEL
x' x x x x x x x x x x x' 6" MAX. ANCHORAGE (SEE
x' x x x x x' —\—,•+2^ SKETCH BELOW)
(SEE SKETCH BELOW)^+2°
^+2^
�•+Z"^+2^
CENTERLINE 8'MAX.,TYP.
ANCHORAGE
ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
1,
OF PANEL 1
2.04"
24" MAX.
EXAMPLE: 5-PANEL 2 TRACK, 90' OUTSIDE
CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
42" x 96" NOM. PANELS, ANCHOR GROUP C IN
CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6" SPLICE NOTE:
1
C 0 E EXAMPLE NOTES
NONSTRUCTURAL
AN H RAG
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OF
QUANTITIES SPECIFIED IN TABLES 13 SHEETS 6-8:
INTERLOCK
HEAD & SILL: 8" 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"
AXIMUM
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
21^ OCCURS AT THE P-HOOK.
MAX.
O.C. AtOuuCf REVMW
CO-010ft Wft i➢e FbfiA8
6uwlnp cad•
5.64" A—pt.— N• l7 �1
S p14.1 • n.a�c7-o
O.C.M 6 MAX
�phdrPodactCoaket
CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM. 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX ANCHOR 2-TRACK
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES "+2" ANCHORAGE SEE "C5" CLUSTER END PANEL
CENTERLINE CENTERLINE
"C6" CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE
DETAILS, SHEET 11 � FOR ASTRAGAL (2 ANCHORS) g^
INTERLOCK ASA-14.051' 3.5" 1 MAX.
`�tlulurTT1
: 0 ....
-N0.58705 _
• •
• •
.
CENTERLINE ANCHORAGE CENTERLINE •+2" ANCHORAGE CENTERLI
OF PANEL 4 5
OF PANEL 3OF PANEL
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
��.•{j
'pQ '• S11� r
10
N.VENICEFL ANCHORAGE SPACING &EXAMPLE PLANS
o���•'
�i�CC �O%` " Gn��
RID
�'!s`S��NAI
(Wr)480.100
I�r1r111111
CERT. OFAUTH. 429M SERIES 670 ALUM. SGD-NON-IMPACT
UPDATED EXAMPLE TO NEWANCHOR QUANTITY. s.,lnTrabt °s°`' se."� o '_
mvrz�wro�on
A. LYNN MILLER, P.E.
®
°e6 ,u SGDaso NTS 9 - 22 PGTO128 C
P.E.k 58705
-- -- 6" DIAG. - — -
ASTRAGALff1�R�� SPLICE LOCATION RAGAL OR E RAG AL.OR S LOCATION 2•04"
OCKkIF EDED INTERLOC I CONDITION, SE INTERLOCK IF NEEDED .04"
INTER
CENT LOCKRLIN CENTERLI E "C6" CLUSTER ETAIL CENTERLI
1.75EXTERIOR 6" DIAG.
3.5" 7" 7"
3.5° 21"
"
4" D AG. "DIAG. MAX. O.C. EXTERIOR
2.0 2.04" 2. 21"
I 5.64" MAX.
EXTERIOR 3.5 7" EXTERIOR 4" DIAG. 7" EXTERIOR 7" 3.5' O.C.
�L �l 7" 6' MAX.
2-TRACK FRAME HEAD ILL v 2 TRACK FRAME HEA ILL `� 2-TRACK FRAME HEAD/SI 5.64"
ASTRAGAL OR INTRRLOCK CCD ASTRAGAL OR IN T OCK (_ ASTRAGAL OR INTE CK �2-TRACK
SE WHERE 4 USTER (USE WHERE 5 USTER (USE WHERE 6 CL 8 ER FRAME JAMB 6" MAX
ANCH QUIRED, "C4") ANCHORS AR QUIRED, "CS") ANCHORS ARE RE IRED, "C6") ANCHOR PAIR 1_
I 4-TRA
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORI-SPLICE LOCATION 6" DIAG. F JAMB
INTERLOCK-1-IF IF NEEDED INTERLOCK CONDITION, USE INTERLOCK IF NEEDED ANCHOR PAIR
CENTERLINE 1 CENTERLINE I "C6" CLUSTER DETAIL) CENTERLINE 3 5" 2.04"
3.5" 7"
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
o I 2.04" MAX. TRACK (INT. SHOWN)
— 4" DIAG. 4.08" 4.08"
I I 2.04° O.C. NOTES:
5.64" 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
EXTERIOR 7„ EJCTERIOR 7° 4" DIAG. EXTERIOR 3.5" ALLOWED.
3-TRACK FRAME HEAD/SILL 3 5 6"MAX. 2. FOR HEAD OR SILL SPLICE
3-TRACK FRAME HEAD/SILL � 3-TRACK FRAME HEAD/SILL
(a) ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-7RACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR
PROIIUC f @EYE
FOR SPLICE FOR SPLICED--plyfft ftk lttp�
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR ( CONDITIONS ONLY: Vdwlntc. k
INTERLOCK�IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK CONDITION, DO NOT SPLICE LOCATION E,PID. aa. oojo 1 % 4Ta 09
CONDITION, USE USE THIS DETAIL)
CENTERLINE CENTERLINE I CENTERLINE IF NEEDED
"CB" CLUSTER DETAIL) g �Sf.� >, •`L" 1
1.75"' -� 3.5" 3.5° 7„ 3.5" MsAeP.* mda
3.5"
2.04' 4" DIAG. 2.04" 4" DIAG. 2.04"
2.04° 5.37" DIAG. 4"DIAG.
4.08"
I 2.04'
4"DIAG. �illlu�
I"` NY LYNN
EXTERIOR EXTERIOR 7" _� EXT��EIlRIOR 7" 3.5" 3.5" `� -(q
V' 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL. �OEkSF <<��
Cal ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK _ * : No. 58705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, °C5") WITH &WITHOUT SPLICE CONDITION ! p fig- Br
1070 TECHNOLOGYDRIVE "' �0. S TE F : • ((7�.
N. VEMCE, FL W75Fff&
ANCHORAGE, EXAMPLE CLUSTERS
CERT.OFAu ..a29MSERIES 670 ALUM. SGD - NON -IMPACT �7'sS��NAL �ENG
65117 C ND CHANGES THIS SHEET. marR.r+�roai�.;id t am" sn.e o�so� 1°" A. LYNN MILLER, P.E.
��" rvrmotrsrwr_s_nc SGD-870 NTS 10 a 22 PG TOiZB C P.E.#5B705
2.04" 2.04" - — -- - - - -INTE*2.04"-- INTERIOR -- — 2.04" - NOTES: ----- -
1. ALL DIMENSIONS SHOWN
INTERIOR INTERIOR 7" ARE BASED ON MINIMUM
6 12" ?4'DIAG. 6 12" 4"DIAG. 8.94" ALLOWED.
3.3.5" 2. DETAILS DEPICT ANCHOR
INTERIOR INTERIOR 7" INTERIOINTERIOR QUANTITY AND SPACING.
90° 3. 90° 3. " 1 RIOR 1 ° AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4" DIAG. FOR EXTERIOR OR INTERIOR
GURATIONS
I 3.IO 4-
2.04' EXTERIOR
90" CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "
4.08"
INTERIOR
4"
INTERIOR
16.12"
90" CORNER
3-TRACK FRAME HEADISILL
I �—�-] 3� 4"
2.04" J 7
EXTERIOR
90"CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
EXTERIOR
("C6' ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR 6.12"
INTERIOR
4.OB"
j —+I 3.5' � /
2.04" EXTERIOR 4„
135"CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4" J
INTERIOR
CORNER CONFI
"+1" ANCHOR
3 4-
2.04".. 7"
8.94"
135" CORNER
I-- CENTERLINE
2-TRACK FRAME HEAD/SILL
f OF PANEL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
"+2" ANCHOR
2.04"
"1-
"+l" ANCHOR 4" DIAG.
7.413.5"
I � CENTERLINE
13f OF PANEL
TERIOR "+3" ANCHOR
I ' �--►-I 3�
EXTERIOR 7" 4"
135" CORNER
3-TRACK FRAME HEADISILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS)
INTERIOR�/���� /(
2.04"
EXTERIOR
4" INTERIOR 5.88'
3.5'
4" 7"
�3 4"
EXTERIOR 7'
90" CORNER
4-TRACK FRAME HEAD/SILL
("C82 ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
04,DY17 I C I NO CHANGES THIS SHEET
6.12"
4"DIAG. f--4 3.5"
EXTERIOR 4
4-TRACK FRAME HEAD/511-1-
("C8" ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
f070 TECHNOLOGYORIVE
N. VENICE, FL 34275 r
I941l4e0-160a
CERT. OFAU77L A29296
CENTERLINE 2.04"
4 OF PANEL " 3.5"
INTERIOR ON "+2"ANCHOR 7" 4" DIAG.
EXTERIOR ALL CENTERLINE OF PANEL
n VIEWS 2-TRACK FRAME HEAD/SILL
V INTERMEDIATE ANCHOR LAYOUT
4" DIAG. PRODU[f REYitl�
C—plSlnt riK the rbd&
2.04" 15mlin¢ Cate
Acaplaete No I7 042 "Qg
2" 3.5" FWIrae4u mle_u 20
CENTERLINE
OF PANEL '-`
"+3"ANCHOR
2.04"
L5" 4.08"
7" EXTERIOR
' �111117ff//
3.5" II�CENTERLINE `�`jp01.
.....,...ff
2.04" I OF PANEL ��.•' IIGENg� •. ���
4-TRACK FRAME HEAD/SILL = * : No. 58705
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
j�TANCHORAGE, EXAMPLE CLUSTERS ',Fs '•...ORIOP,.•' �7 �
SERIES 670 ALUM. SGD -NON-IMPACT
sw.ust sir ®.e A. LYNN MILLER, P.E.
- SG"70 NTS 11 d 22 PGT0128 C P.E#58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR
1/4"
MAX.
i SHIM
EMBEDMENT: j
SEE TABLE A, J
SHEET 1
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., SEE ANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEEANCHOR
NOTE 5, SHEET
1 (114" MAX.) 7}�
EXTERIOR I
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
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES-
& TABLE A, SHEET 1
EXTERIOR
15 1/4" MAX. SHIM
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1116" '
114"
o MAX.
EXTERIOR SHIM
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1 /16"
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
2X WOOD WOOD ANCHOR TYP.,
METAL TYP., SEE SMS ANCHOR TYP., SHEET 1.
TYP., SEE ANCHOR SEE ANCHOR NOTES
TABLE A & ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
NOTE 4, SHEET 1 & TABLE A, SHEET 1
e3-TRACK FRAME HEAD
' DIAGONAL O.C. IS
® 4-TRACK FRAME HEAD MIN 4" (HEAD & SILL)
Bw WOOD INSTALLATION
Ow METAL INSTALLATION 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 1 NOTE 4, SHEET 1
ANCHOR
ANCHOR N�M
E METAL SUEBSTRATEADS OND
dig �[e1�741 tr, 7I�t
a
EXTERIORT L
.�.
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
(a 3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEE
EDGE DISTANCE: 2X WOOD
SEE TABLE A, SHEET TYP SEE ANCHOR
—r—r .NOTE 3, SHEET 1
2-1 /16" '
2-TRACK FRAME JAMB
WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
1/4" MAX. SHIM 4 1-
3-TRACK FRAME JAMB
Hw WOOD INSTALLATION
iTANCE:
ABLE A,
ET 1
_EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A. SHEET 1
4-TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
METAL TYP., SEE SHEET 1
TABLE A & ANCHOR
NOTE 4, SHEET 1 +
2-1/16"'
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF 3
THREADS
EXTERIOR BEYOND THE
METAL
SUBSTRATE
114" MAX. SHIM 1---
4-TRACK FRAME JAMB
Iw METAL INSTALLATION
770TECHNOLOGYDRIVE eaiv 7
N. VENICE, FL 34275 ANCHORAGE DETAILS
041)480-rsoo
CERT. OFAU7H.W92M SERIES 670 ALUM. SGD - NON -IMPACT
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I NSTA ATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 T NOTES:
EDGE DISTANCE:
EDGE DISTANCE: 1. ALL DIMENSIONS
CONC TE E DISTANCE: E
ONCRETE
SEE TABLE A, SHEET 1 CONCRETE
SEE TABLE A, SHEET 1 SHOWN ARE BASED
PER ABLE
ABLE A, SHEET 1
E 2-1/16"' RTABLE
2-1/76"' PER TABLE
ON MIN. ALLOWED.
2-1/16"'
A, EET 1
A SHEET 1
A, SHEET 1
114" 'DIAGONAL O.C. IS
EXTERIOR R
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t
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l
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DETAILS, SHEETS
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L
1J4 EXTERIOR
MAX.
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MAX
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SHEET 1
SHI
SHIM
PROPERLY SECURED 1X CONCRETE AN OR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR OTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SH T 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
FRAME
Bc E TALLATION
Cc COAD 4a NCRETCK FRAME STALLATION
INSME
CONCRETCK
Ac CONCRETCK
STH TION
CO E ANCHO P., ROPERLY CURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANC WOOD BUCK ., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE 1C SHEET 1 ANCHOR NOTE 3, HEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
EE ANCHOR S E ANCHOR
SEE ANCHOR
N TE 5, SHEET
1 (1/4" MAX.)
NOTE 5,
SHEET 1
NOTE 5,
SHEET 1
..a,.
(1/4" MAX.)
1 (1/4" MAX.)
J-
EXTERIOR
EKfERIOR EXTERIOR
�2-1116"'
CONCRETE
2-1116"
2-1/16"'
PERTABLE
EDGE DISTANCE:
ONCRETE EDGE DISTANCE:
CONCRETE
EDGE DISTANCE:
A, SHEET 1
SEE TABLE A, SHEET 1
PER TABLE SEE TABLE A, SHEET 1
PER TABLE
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET t
2-TRACK FRAME SI 3-TRACK FRAME SILL
4-TRACK FRAME SILL
Fc INSTALLATION
Dc CONCRETE INS LATION Ec CONCRETE INSTALLATION
CONCRETE
E DMENT: SEE
T LE A, SHEET 1 —�
PROP LY SECURED
EDGE DISTANCE:
EMBEDMENT: SEE
TABLE A, SHEET 1 -�I
DISTANCE:
CONC.ICMU ANCHOR SEE TABLE A,
TYP., SEE ANCHOR SHEET 1
NOTES & TABLE A,
EMBEDMENT. SEE
TABLE A,SHEET 1 ,. --r
t
EDGE DISTANCE:
SEE
PROPERLY SECURED SEE TABLE A.
1X WOOD BUCK TYP., SHEET 1
SEE ANCHOR NOTE 3, }
SHEET 1
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SEE TABLE A,
SHEET 1
SHEET 1 > 2-1/16°'
SEE CHOR NOTE 3,
I
CONC./CMU ANCHOR
SHEET 1
TYP., SEE ANCHOR
2-1116" •
ROPERLY SECURED
NOTES & TABLE A,
CON ./CMU ANCHOR
TY SEE ANCHOR
X WOOD BUCK TYP., CONCRETE
3,
SHEET 1 CONCRETE
.,
N TES & TABLE A,
SHEET 1
CONCRETE
EE ANCHOR NOTE
SHEET 1 OR CMU
PER TABLE
OR CMU
EXTERIOR PER TABLE
\
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OR CMU
EXTERIOR A, SHEET 1
`f1J A, SHEET 1
`� ��'�•.• ��aENSF'••�l��'�
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1/4" MAX. SHIM
PER TABLE
V
No. 58705
A, SHEET 1
1/4" MAX. SHIM
114" MAX. SHIM
* _
®2-TRACK FRAME JAMB
cc CONCRETEICMU INSTALLATION
® 3-TRACK FRAME JAMB
He CONCRETE/CMU INSTALLATION
® CONC K FRAME JAMB
Ic CONCRETEICMU INSTALLATION
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fOTOTECHNOlOOYDRIVE
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ANCHORAGE DETAILS
i�(C� FCOR10P.•'• N
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SERIES 670 ALUM. SGD - NON -IMPACT
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P.E.# 58705
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INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
Oo o SEE ANCHOR NOTES
EMBEDMENT: & TABLE A, SHEET 1
SEE TABLE A, (ALSO SEE TYP.
SHEET 1 28 ILLUSTRATION, SHEET 9)
--ED�€DISTANCE: SEE
TABLE A, SHEET I EMBEDMENT:
SEE TABLE A,-
28 SHEET 1
EXTEwoR
PHOOK WOOD ANCHOR TYP., lul P-HOOK /
SEE ANCHOR NOTES CONCRETE OR J
& TABLE A, SHEET 1 CMU PER TABLE
(ALSO SEE TYP. 2.693" MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1
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
METAL TYP.,
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR
TABLE A, SHEET 1
NOTE 4, SHEET 1; EMBEDMENT: SEE y ADAPTER SMS CMU PER TABLE
MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1�
BEYOND THE METAL ANCHOR NOTES
SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT:
(ALSO SEE TYP. SEE TABLE A,-
ILLUSTRATION, SHEET 1
EMBEDMENT: SHEET9)
SEE TABLE A, ED E DISTANCE: SEE
SHEET 1 TABLE A, SHEET 1
2.693" MIN.
EDGE
DISTANCE
CONC./CMU
ANCHOR TYP- SEE
2s
ANCHOR NOTES &
TABLE A, SHEET 1
1-1/4" MIN. EDGE DISTANCE
EXTERIOR
28 �j
P-HOOK MOUNTING
ADAPTER CONC./CMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A,SHEET I
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
Jc PARTS #18 #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1 A. 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
EMBEDMENT: SEE
TABLE A, SHEET 1
P-NOOK MOUNTING
ADAPTER CONC./CMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
A, SHEET I
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
'{
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2�
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4" MIN. EDGE DISTANCE
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SEE ANCHOR NOTES -j
EXTERIOR
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ANCHOR TYP., SEEJ
EXTERIOR
ID
& TABLE A. SHEET 1
V
ANCHOR NOTES & TABLE
(ALSO SEE TYP.
2.693" MIN.
A, SHEET I
2.693" MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
da P-HOOK FOR USE WITH BOX SILL RISERS
da P-HOOK FOR USE WITH BOX SILL RISERS
\,UPARTS #19 #21, #23 OR#25,
Kc 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 104/0&77 I C I NO CHANGES THIS SHEET I
N. VENICE, FL 34275
(NI)450-1500
CERT. OFAUTH. #'2M
SERIES 670 ALUM. SGD - NON -IMPACT
v..c m"Wra
SGD670 NTS 14 d 22 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.
PRODUC f REVISED
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CONFIG. EXAMPLES -
-
-
-- --
- - -- ---
----
----------
MAX. UNIT
WIDTH
MAX. UNIT WIDTH
MAX.
NOM. PANEL WIDTH
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TYP. PER TABLES 1-3
HEADER DETAIL'A',
WIDTH
INTERIOR
SHEET 18; INSTALLATION
1
DETAILS'Aw' &'Ac',�
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EXTERIOR
SHEETS 12 & 13
90°
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PANEL
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TYPE
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TYPE
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'AS'
TYPE
SHEET 19 & CORNER
'A'
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ANCHORAGE SHEET 11
NOM.
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MAX.
PANEL
/
7
DLO HEIGHTA MAX. PER
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INTERLOCKPANELM' SHEET 19
TH TYP.
WIDPER
HEIGHT
HEIGHT
SEE
TABLES
EXTERIOR
INTERIOR
NOTE 2
TABLES 1-3
13
a
X
b
X
a
18NSTALLATIODETAILS
AN
�
X
'GW &'Ge, SHEETS 12 & 13
J
90°
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
EXAMPLE:
90° INSIDE CORNER,
4 PANELS - XX/XX
'DW &'De. SHEETS 12 & 13
#10 X 1-1/2"
PH SMS
PANEL CORNER
FRAME CORNER
DETAIL
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
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1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MA
'
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. * No. 58705
3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
1070 TECHNOLOGYORA/E °010 SOT S E OF (`
N. VENICE, FL 34275 ANCHORAGE DE TA IL / EXAMPLE ELEVA TlOAl�F ••.�2oRIOP..•''���
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CONFIG. EXAMPLES
'FIXED JAMB DETAIL'G2',
SHEET 18; INSTALLATION
DETAILS'Gw' &'Gc',
SHEETS 12 & 13
/ 'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
^( ,INSTALLATION DETAILS'G V &'Gc`, SHEETS 12 & 13
ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL, W, SHEET 18'.
DETAILS TV & 18; INSTALLATION DETAILS 7 INSTALLATION DETAILS'Av,&'Ac',
L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13 / SHEETS 12 & 13
1/ 90°
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
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NOTE 2,
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a
a
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X
X
MAX UNIT WIDTH
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PANEL
PANEL
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TYPE
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A,
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NON.
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MAX
/
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3
INSTALL
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DETAILS
HEIGHT
TABLES 1-3
DW &'Dr',
SHEETS 12
a
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X
X
X
I SEE FRAME & 3 ✓
PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dvr &'Do', SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAIL'11', SHEET 18:
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW &
L2, SHEET 19� INTERLOCK DETAIL'M', SHEET 19 Ic', SHEETS 12 & 13
/// 1 'HEADER DETAIL
JG AMB DETAIL'H2', SHEET P-HOrKDETAIL'X &'K', SHEET 'B'. SHEET 18:
16; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw, INSTALLATION JAMB DETAIL'12', SHEET 18: INSTALLATION
'Hw &'He', SHEETS 12 & 13' 'Jc','Kw' &'Kc', SHEET 14 DETAILS'Bw' &'Bd, DETAILS'Iw' &'Ic', SHEETS 12 & 13
SHEETS 12 & 137
MAX
DLO
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PER
SEE TABLES
NOTE 2, 1-3
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UNIT
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EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;-
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'Ew' &'Ee, SHEETS. 12 & 13
---- MAX. UNIT WIDTH —y1
PANELFWIDTH
PANEL
PANEL
TYPE
TYPE
TYPE
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HEIGHT
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1"
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EXAMPLE:XXXO
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JAMB DETAIL'G3', SHEET
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M', SHEET 19
90° OUTSIDE CORNER
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CORNERANCHORAGE
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WIDTH TYP.
PER TABLES
1-3
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
°,N. VEWICE FL 31275 •- I pul
EXAMPLE ELEVA
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* No.58705
TATE OF
S;ONAI
A. iiMN NABL� P.E.
P.E.#58705
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
SINGLE
FIXED
LOCKSTILE
ASTRAGAL
ASTRAGAL
ASTRAGAL
BOX OUT
ASTRAGAL
BOX IN
INT CORNER
90 LOCKSTILE
EXTCORNER
90 LGCKSTILE
EXT CORNER
90 RECEIVER
INT CORNER
90 RECEIVER
EXT CORNER
90 RECE0IER
EXT CORNER
35 RECEIVER
INT CORNER
35 RECEIVER
TYPES
INTERLOCK
OUT
INTERLOCK
IN
STILE
WIHANDLE
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BOX IN
WI HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
WI HANDLE
#118
#118
WI HANDLE
#31
W/ HANDLE
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#120
#119
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#61
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1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
ASTRAGAL
A 1
I V
SIZES &DESIGN PRESSURE.
LEFT Q INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF
LL(
-�-I
Box IN
Wl HANDLE
MOKK
PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�L,EXTERIOR AND ARE NOT AVAILABLE.
ASTRAGAL
T
STILE ��// STILE
3. 90" ASTRAGALS TO USE HEAVY-DUTY STILES
p
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CORNER RECEIVER AND EITHER
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APPLICABLE STILE/ASTRAGAL ASTRAGALS.
J
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4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES
R ER
CORNE
90 CORN
RT
//�
CI
(#61) AND CORNER ADDON (#31).
J
w
WI HANDLE #120
EXT CORNER
232"
SILL RISERS OPTIONS 232"
�
z
Q
90 LOCKSTILE_
Wl HANDLE #119
EXT CORNER #61
90 RECEIVER
QT
_
CT
V
QS
CS
� .232" EXTERIOR
��---- 232" EXTERIOR ,062"
EXTERIOR .062" PROOUCf BEVI®
EXTERIOR /1� 4.055"
�f'� 062'33051,�cpmplyln8 FSal�
wag
WIHANDLE #116
2.555'
Aarplweec NoINT
CORNER #61062"
ILER
AT
AS
DF
T'
41p, J- r
y E�SWeio'WIHAN
WIHANDLE [[[[# 1
EXT CORNER #118
90 RECEIVER.
CF
16• SILL RISER FLAT' 20 SILL RISER, FLAT 22 SILL RISER, FLAT 24 SILL RISER, FLAT Ml`rZi�r. Cti11�6
FLUSH, 1-1/2" O LOW, 2-112" O MEDIUM, 3-114" OHIGH, 4"
#61
—►1 .750"
EXT CORNER #31
35 RECEIVER
WI HANDLE #61
j /'T'
y f
VS
VF
750" EXTERIOR
750" ,062°
EXTERIOR
INT CORNER #31
' w
WS
WF
EXTERIOR EXTERIOR 062" `�
.9D6' a 4.055'
a� a .062'
35 RECEIVER
W/ HANDLE #61
v I
3.305'
.062' '
LYNN�i
1.56.57; ` \,\'09NY ..
RISER, BOX SILL RISER, BOX
SILL RISER, BOXI' SILL RISE R, BpX SILL
19' 21 23 MEDIUM, 3-114" 25 HIGH, 4" = * : N°' S8705 .�
FLUSH, 1-112" LOW, 2-1/2" *-
• NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8
1070TECHN0LOOYDRNE '0��31•'• CORIDP .••• �����
N. VENICE, FL 34275 PANEL TYPES
CERT.DIFAUTlLN28ZBG SERIES 670 ALUM. SGD - NON -IMPACT 'NAL
nmmey.
JR ,
rse.+m�
0"5/17 C NO CHANGES THIS SHEET
corrrtwi ..Ir s.+®- — — LYNN 'Alt LER, P.E.
—Rlr
—02?!20/14 a 9 om"
1wm—^ 's ® =170 NTS 17 a 22 PG70128 C P.E.#56705
_ J
xcwoxrsaex,:nvm
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
#10 X 314".
SMS, X 3
6' LONG
@
tofi
rvOFJLLALcMBrvvin -
5
G3
E` s0 OR 61 2-TRACK JAMB
kp—ll2-TRACK JAMB (SHOWN
CLIP #105 WITH
105 6" LONG OPERABLE
@ WI RETAINER #106 PANEL)
MIDSPAN (SHOWN WITH
5 FIXED PANEL TO f 1 EXTERIOR 103 LOCK PART
THE INTERIOR) �J 113 75&107-11 J-L,EXTERIOR
15
112
71 123 FULL LENGTH G2 ao �
OF JAMB 2-TRACK JAMB 2-TRACK JAMB
CLIP #80 OR #105 51 52 WI SCREEN
WI RETAINER #123
(SHOWN WITH
FIXED PANEL TO
6o OR 61 THE EXTERIOR) 53
�LEXTERIOR EXTERIOR
2
12 3
45 5 113 5
51 69 EXTERIORLl D
69
EXTERIOR 53 G]
a•
SHOWN WITH 2-TRACK W/SCREEN ®3-TRACK
OPT. SCREEN � FRAME HEAD B FRAME HEAD
TRACK
EXTERI
a
E 2-TRACK WISCREEN
D FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
xa,rmam.
JR 04/05�r7 C I NO CHANGES THIS SHEET.
,III:III III:III 111:111
lTRACK
WF _
AME SILL
f0707ECI1NOLOGYDRNE
N. VQJICE, FL V215
(e4r)asa1600
CERT. OFAUTM 0292B5
106 FULL PANEL JAMB LENGTH
80 OR 61
105
L705 &K 07-R11
17
0 OR 61
16
5
6 SEE DETAIL GI
FOR FIXED
80 PANEL CLIP
LOCK PART
75 & 107-11
SEE DETAIL G2
103
FOR FIXED
5
so OR 61
PANEL CLIP
103
5
1s
17
1L EXTERIOR EXTERIOR 0 OR 81
V
O EXTERIOR EXTERIOR
V4-TRACK
3--TRACK JAMB 3-TRACK JAMB
®(SHOWN WITH ®(SHOWN WITH
H1 OPERABLE PANEL) H2 FIXED PANELTO
JAMB 4-TRACK JAMB
(SHOWN WITH ®(SHOWN WITH
11 FIXED PANEL TO 12 OPERABLE PANEL)
THE EXTERIOR)
THE INTERIOR)
4-TRACK
C FRAME HEAD
nF4-TRACK
FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES 1-3
FRTICAL SECTION DETAILS
FRIES 670 ALUM. SGD - NON -IMPACT
demt am anoee Coro*
SGD-67o NTs 18 PGTO128
tmmosuc:
ft xwith w
s
AaeWcea+Vo 17=py�•p�
E�P1+HMIs>Vale 4—_- 1�•�w
ONY LT NN �.
No. 58705
A. LYNN MILLER P.E.
P.E.# 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR s1 113 118
27 63 26 27 59 30 7 11
113
C
u, EXTERIOR
EXTERIOR
a
2 INTERIOR
9o° I
90°
INTERIOR
EXTERIOR
v
60 OR 61
INTERLOCK
14
I�
60
fi0
61
61 118
113
y�J
%94rb
v
j
EXTERIOR
113 103 119 EXTERIOR
67
55
• ITEM #61 (HEAVY-DUTY
STANDARD ASTRAGAL #67
HEAVY-DUTY ASTRAGAL #68
eH
90* OUTSIDE CORNER
N1 2 TRACK SHOWN
ER
N2 2-TRACK SHOWN
STILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
Lt WITH STANDARD STILES #60
EXTERIOR BOX ASTRAGAL SHOWN
WITH HEAVY-DUTY STILES #61
EXTERIOR BOX ASTRAGAL SHOWN
APPLICABLE, SEE TABLES
1-3, SHEETS FOR DP
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
T
(PILE ASSOCIATED WITH
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
STILES.
4 INTERIOR
PRODucri%E►im
:Wiac wig �e Fle a
QINTERIOR
31
75&7R1 10
A�rr1°��e No�
E+Ple Dele 4 1 �.1 ...2p
135°
a;ZA
4 INTERIOR
l C-
11
7
135°
14 5 61 32
103
61
EXTERIOR 61
32
11 5
-
t111111 f11/
LOCK PART 103 61 EXTERIOR
31
7
14
135° INSIDE CORNER
`�\,` QNW • • N&AI �'77��
�` ..............
. ''�/�
75 a 10T-11D
�1GEN@
02 2-TRACK SHOWN
E 135° OUTSIDE CORNER
_ yt : No.58705
O1 2-TRACK SHOWN
_
O ST TE F•'••��
1�N. VECNi� FL 344�lvE
HORIZONTAL SECTION DETAILS, CORNERS
%�t<` ''••:`.<oR1oP..••'
��!S;S;ONAL
0FA�,H.
SERIES 670 ALUM. SGD - NON -IMPACT
01
JR
. 04/05H7
. C
NO CHANGES THIS SHEET.
CER M92M
� c.lr
s yvwe.�
sms
sn.e�
a..evra
war.
A. LYNN MILLER, P.E.
over
—
n m:
* ^�
®
ZL7o
ANTS
19 w 22
PGT0128
C
P.E.#58705
JR
M
02/2QH4
Item
#
PGT
Dw . #
PGT#
Description
1
17306
617308
2-TRACK HEAD
2
17303
6173D3
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 1
17317 1
617317
FRAME HEADlJAM8 SCREEN ADD-0N
7
17304
617304
2-TRACK SILL
8
17301
617301
2-TRACK SILL WITH SCREEN RAIL
9
17307
617307
3-TRACK SILL
1D
1731D
617310
4-TRACK SILL
11
17313
017313
FRAME SILL TRACK INSERT
12
17315
617315
FRAME SILL SCREEN ADD -ON (SEE NOTE 3)
13
17316
617316 IFRAME
SILL SCREEN END ADD -ON (SEE NOTE 3)
14
173D5
617305
2-TRACK JAMB
15
17302
617302
2-TRACK JAMB W17H SCREEN RAIL
16
17308
617308
3-TRACK JAMB
17
17311
517311
4-TRACK JAMB
18
17322
617322
SILL RISER -FLAT, FLUSH, 1-112"
19
17319
617319
SILL RISER- BOX FLUSH, 1-12"
20 1
17321
617321
SILL RISER - FLAT, LOW, 2-112'
21
17318
617318
SILL RISER - BOX LOW, 2-112'
22
17355
617355
SILL RISER - FLAT, MEDIUM; 3-1/4"
23
17354
617354
SILL RISER - BOX MEDIUM, 3-1/4"
24
17323
617323
SILL RISER- FLAT, HIGH, 4"
25
17320
617320
SILL RISER- BOX HIGH, 4"
26
17333
617333
POCKET P-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
17334
017334
IFOCKET P-HOOK MOUNT
29
17335
617335
POK COVER
30
17348
617348
P-HOOCKET P-HOOK FOR BOX RISER
31
17376
1 617376
1135 CORNER
32
1 17378
1 617378
1135 FIXED MOUNT '
ITEMS 4053 ARE SCREEN PARTS:
40
4319
1 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
57
1692
61692
SCREEN SPLINE-.165'
52
1694
61694
SCREENSPLINE-.150'
53
81816C2D
SCREEN CLOTH
64
1725
1/2" X4" X1l7B' BET. BLOCK NEOPRENE 85-15
55
1726
1' X4" X1l16' SET. BLOCK, NEOPRENE 85+15
04105117 1 C I NO CHANGES THIS SHEET.
Item
#
POT
Dw . #
PGT#
Description
80
17325
617325
PANELSTILE
81
17326
617326
PANEL STILE (HEAVY DUTY)
82
17327
617327
INTERLOCK ADAPTOR
63
1225
BTP248
VINYL BULB WSTP. - THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
61732E
INTERLOCK SCREW COVER
67
17329
617329
ASTRAGAL
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP 8 BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-112" X 1" X3/4" HIGH FIN SEAL DUST PLUGS
74
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 WILONG TRIM PLATE
76
71032X1 FPFX
91C-32 X 1" FL SS SCREW W/ TYPE 'I' TIP
77
7103239
1032 STEEL 21NC U-NUT
78
17358
617358
3116 8 1/4' BEAD
79
17357
617357
1' IG BEAD
80
17359
617359
7/16' BEAD! FIXED PANEL CLIP
82
1224
6TP247K -
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, 112' X 1118" SGL SIDE ADH. TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1896
71696
DUST PLUG
8186
78188X
1"KEEPER
653
7SDKEEP
SCREEN LOCK KEEPER
17344
017344
FIXED PANEL CLIP -6" LONG
17352
617352
FIXED PANEL RETAINER-9116"1739
r103
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN, USED WITH #75
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE, USED WITH #76
1731
78162SN
HANDLE KIT- RECESSED TNT WITH THUMB TURN, USED WITH #75
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL, USED WITH#75
710X34PPSDAX
#10 X314" PH. PN. TEK- S.S.
1235
87S18
WSTP, .270 X.170 - FIN SEAL
1712
64068
.187' X.230' FINSEAL
71OX115PPX
#10 X 1-12'
710XPPT
#10X1'
116
72OXlX
#14-20 X 1" S.S.
117
720X112X
#14-20 X 1-1127 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
FIXED PANEL RETAINER 7/8'
N. V3JICE, FL 34275
(W1)480-16W
CERr. OFAURL 022M
PARTS LIST
SERIES 670 ALUM. SGD - NON -IMPACT
NTS 1 20 d 22 1.-"-PGTO128
SGDA70
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 3339. 56-59, 66, 81, 84-99.
121 8 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3116" MASONRY
ANCHORS @ 24" MAX. O.C.
rRoDUC F IOEVm m
+.c—piyle# with the FTe w
I- H.gcww
Aeceptut,ce No !7-O!f 2e • p �(
11111111111 /!!
`: a..• • LICENSE'• ��� /��
No.58705 •��
:ct x-
so
"'�i ZONALI'lliIIIIIENG��\
A. LYNN MILLER, P.E.
P.E.# 58705
5.069" 8.562" I "
0.080"
1.211° 1.505"
0.081"
0.081" O2-TRACK HEAD t0 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
9 6.198"
6.198"
1.2yy11"
_1
T7TT�m
1
0.081" O2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
6.528"
0.080"
1.505"
sO3-TRACK SILL
(6063-T6 AL)
7.105" � 6.221"
0.080"
1.505"
TT
1.211" 13
I
0.081" Og 3-TRACK HEAD Os 2-TRACK SILL Wl SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
2-7RACK JAMB W/
t5 SCREEN TRACK
(6063-T6 AL)
1.36"
9.142" 0.081"
�- 4.49"
0.080" c
2 1„ 1.505"
1.0.081" Oq 4-TRACK HEAD -J O2-TRACK SILL
(6063-T6 AL) (6063-T6 AL) c
1.514"
1.260"
0.060"
OFRAME HEADIJAMB SCRE
O ADD -ON EN
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
ram' me. tm
JR 04105Ff7 1 C I NO CHANGES THIS SHEET.
0.062"
0.532"
1.516"
FRAME SILL SCREEN
12 ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
0.060"
0.760" I
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.
N. VENICE, FL 342T6
(9If)480-1500
CERT. OFAUTH. 029M
7.105"
76 3-TRACK JAMB
(6063-T6 AL)
EXTRUSIONS
SERIES 670 ALUM. SGD - NON -IMPACT
se" SG sae: seder a-"xa
sca-s7o NTS 21 d 22 PGT0128
1.36"
1.872"
0.062"
1.019"
0-081"
SCREEN
as STILE
(6063-T6 AL)
5.069"
y 1.045"
1.993 0.062"
1a 2-TRACKJAMB
a5 SCREEN
OTOP RAIL
(6063-T6 AL)
(6063-T6 AL)
t7 4-TRACK JAMB
(6063-T6 AL)
Fes-- 0.875"
1.993"
L 0.062.
SCREEN
as BOTTOM RAIL
(6063-T6 AL)
►Roam f RBVI"
uC-plyteS-ft thf F7oeids
b.,Wng Coda
Awr o.arr No
11WreHea Ue,tr��
Qom' ' SF '•,�"�
* ; Na.58705
'�0,' :Aago)z
(V�`
S1ON1At 1L �'.�`.
A. LYNN MILLER` P.E.
P.E.# 58705
0.718' - 0.83" - I - 4' 0.752" �- 3.802"IF,
2.30I
3.802" -
0.752" L 0.885'
1.163"
0.574" 0.796"
0.062" �j 0.062"L}
0.264" 0.080° i 0.233" 0.062"
0.075"
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
5 SCREW COVER 11 TRACK 26 P-HOOK 26 ADAPTOR 29 COVER 0.080' 30 P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
�4„�
.155"4„
2.30" q1.488' 1.739"0.080" 0.062" -�{ 1.303"0.830" 1.600 0.1331.600 0.062"080"0" 1.888"
016" 3.125" 0 325"
2.41.974' 3.125" 0.062"
2.44"
3t 135° CORNER 32 135° FIXED MOUNT 60 STANDARD STILE 67 HEAVY DUTY STILE 62 INT65
(6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTERLOCK INTERLOCK
ER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979"
0.075"
1.645"
0.125""
67 STANDARD ASTRAGAL
(6063-T6 AL)
4.125"
1'645 0.062" 1.304"
0.281" --1 I+- 3.25"
68 HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL
(6063-T6 AL) (6063-T6 AL)
1.003" 1.03"
0'757" 0.080
0.050" -•ti•
105 FOCED 0.709"
PANEL CLIP 2.693'
(6063-T6 AL) 1
0.080"
.550" - J 0.863
0 709„ 123 MED PANEL
ORETAINER, 7/8" 2 826"
0.080" I% (6063-T6 AL)
I L 118 90° INSIDE/OUTSIDE
FIXED PANE
tos RETAINER, 9/16" CORNER RECEIVER
(6063-T6 AL) (6063-T6 AL)
JR 1 005117 1 G I NO CHANGES THIS SHEET. )
1.050" �� 1.050"
�
� 1:050"
289'
.045" J
•611"
�
7045-
GLA7JNGB
G.
e0
EIDG
T6 "
D
(6063-T6 AL)
BEADFI
PANEL CLIP
GI
LAZING
BEAD
(6063-T6 AL)
(6063-T6 AL)
t t 9 90' OUTS IDE CORNER ASTRAGAL
(6063-T6 AL)
N. WME, FL 34275
P41) 480.1600
CERT. OFAU7K /2 M
5.621"
0.133"
.498"
4"
120 90' INSIDE CORNER ASTRAGAL
(6063-T6 AL)
EXTRUSIONS
SERIES 670 ALUM- SGD - NON -IMPACT I
SG0a70INTS22 a 22PGTO128
FR0AUC f YEVGW
uao *J-9wNhftFWft
ACctml -N. l -04 20 • Cl
��1111111Ii
�'�.•' �10ENSF'•. �l
* : No.58705
0 S. TV OF l 7: -
1, 70NA1.1,.�.
A. LYNN MILLER, P.E.
RE 58705
A