HomeMy WebLinkAboutNOASCANNED
MIAMI•BY
a DADE St. Lucie County
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
Wn .miamidade.gov/economy
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 b i-Dade County Product Control Section that this product or material fails to
meet the requirements of th icab 'ding code.
This product is approved escribed here , and has been designed to comply with the Florida Building Code,
including the High Vol ity Hurricane Zone.
DESCRIPTION: Se es "SGD-670" Alu tnum Sliding Glass Doors w/ 900 & 135' corners -NI
APPROVAL DOC NT: Drawi o. PGT0128 Rev C, titled `'Series 670 Alum SGD-Nan-Impact ,sheets 1
through 22 of 22, prepared Uy manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn
Miller, P.E., bearing the Mi ade ounty Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the amt- ade Co ty Product Control Section.
N USSILE IMPACT TING: None: proved 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 I 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 # 16-0629.03 and consists of this page 1 and evidence pages E-1 & E-2, as we val
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
APPROVED- --.'
NOA No. 17-0420.09
Expiration Date: April 07, 2020
Approval Date: October 12, 201y
-<
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED
1. Evidence submitted under previous approvals
A. DRAWPIGS
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
I. 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 11/01/13, 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)
I. 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. t '
haq I. Chanda, P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April 07, 2020
E-1 Approval Date: October 12, 2017
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 (5a' Edition) and "No financial
interest", prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 15-1013.14, expiring April 07, 2020.
2. Test proposal # 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5' 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. 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 (0 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(56' edition) & FBC 2017(6' 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.
lstin { • �1 ^Kok
rshaq I. Chanda, P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April 07, 2020
E-2 Approval Date: October 12, 2017
SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-IM-A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6.14.
4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE,
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6)REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSUAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5254, FTL-5979, FTL-5980. FTL-5987, FTL.5994, FTU6002, FTL-6034, FTL-8035,
FTL.7554 AND ATI 72138.01-1401-18
TARI PR SFF DFTAILS ON SHEETS 4 & 5:
Glass
Type
DescfipBon(Listed from Exterior to lftefiar)
GI
afirTSMSEREPOLASS
1lV TEMPERED GLA
G2
1' I.G.: 3f18 D GLASS • MB' AIRSPACE a WIV TEMPERED GLASS
GM_
I-LG.:1feWMPERED GLASS♦ 10 AIRSPACE♦ Ile TEMPERED GLASS
DESIGN PRESSURE RATING
I IMPACTRATING
SEE TABLES 1, 26 S ON
SHEETS6.7&B
NOTRATEDFORMIWLE
IMPACT RESISTANCE
CODESISTANDARDSUSEO:
e2017 FLORIDA BUILDING CODE (FBC). 6TH EDITION
e2014 FLORIDA BUILDING CODE (PBC). STH EDITION
-ASTM E130049
eANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2D15
-A1Sl S10P12
-AISC36O10
GENERAL N0TES.............1
EXAMPLE C0NFIGS.........
.2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................6.14
DESIGN PRESSURES.......
6A
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15.16
PANEL / SILL TYPES.........
17
CROSS SECTIONS .... ........
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
Mr.. OFAM #WAI
TABLE A'
Anchor
Omup
A1lcbar Type
Fmme
Member
Subanm
Min, 0,
Dlelenm
Min O.C.
Dlmnn
Go Min.
Motel Thlcknea
A
#12184 SMS,
(Fy60101, F,p BS kei)
#12410 Be SMS,
LFy90 keI. Fu' 110 ke0
NI
SaWnem Pin (SG • am)
911V
Il6'
131r
ZgB T5Ab h.
TW
9118'
DOW
'A98 steel
Tw
Sme,
DOW
far. 33SteeI StW
wr
&18'
0.04r(is Go)
IW Elco AMNA AD
Fyu57 keI, F,,Nkel
All
(bmmlemin 222 keI
1d/2'
3'
1-31e-
Jemb l P400k
Filed Block TM CHIS
3'
T
Jambi P400k
HNbw Block A5T4 CHU
T
9'
1-114'
All
snow. Pine me=DO)
1'
1'
14W
B
q12 Steel bMS (Gr, 5)
(min.0f3thanosbeyan4
All
S m Pine (BG = 0-M)
Wis.
7m'
14F
60&1-T5 Aluminwn
An-
&1r
DOWmetBl6ube9ata)
A30 Steel
31s'
9116'
DOW
Gr. 93SM.191W
XV
WIV
DONE" 18 Gii
C
Ile 5100 UIlmCon'9
F,=155 W1. F.-I"IMW
All
Cancmta (coin. 3.05 kep
1'
4'
1-31B'
Jmlb/ P4cok
Hollow Black (ASTM C90)
1'
r
1-11P
114' Elco UltmConal
F,•155 kei, F. 1H keI
All
ConcnM min.2S5 el
2.112'
4-
I3r
Jwnb l P400F
FIIle4 Bbck (ASIM LUO
2-112'
4'
Idv
Jmnbl P4wok
Hollow Black ABLY C90
2-11P
r
1.1ir
D
1 fT 41O SS EIco CleteFbk0
Fy=127A ktl, F,p JIB 7 kel
NX,113II1
Concrete min 3.35 keI
V
e
13e
emb/P4cok
Co KoRe min. 3.35 keI
V
6'
1H4`
emb I P400k
HNIaw Bbck TA CB.
2-11T
6'
1-1f1'
All
SomM1em Plm SG • 0.55
1'
1'
13yr
1) WHERE SUBSTRAI`1345 I INS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3)FOR STEEL STUDS, MIN. FU =45 ON, MIN FY-33 K51.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
6)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 1X ARE LESS THAN 1-1/2' THICK,
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2X ARE 1-112' 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.
MOOK f REViSDB
u W'Code
Am#teen Nlkc iLeW
Na,m .N
a lT-ON2A.pcj
eF],p4whe 0.m1A oT 2 r?.o
I, vNd �Crsrcra
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 1113400 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 r-a-1
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIREDBETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
sGDbm I NTS I f d 22 1 PGT0128
No.58705
'�11111111 •'
A. LYNN MILLER P.E.
P.E#WD5
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH H i
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 1-3
NOM. PANEL WIDTH
PER TABL 1-3
14 gjg
t 14
/ 1 1
POC/ET
CONFIGURATIONS
NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw', "Jc','Kw' OR "Ke INSTALLATION.
EXAMPLE: 9-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p)D=p, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90- & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANV 2 STRAIGHT CONFIGURATIONS,
ia 3) FOR NOM. PANEL WIDTH, SEE TABLES 1.3.
�$
R�$ "X"=OPERABLE PANEL,
•O'= INOPERABLE PANEL,
,$ "p"=POCKET DETAIL LETTER
/ %—W = WOOD OR METAL INSTALLATION
lW1 -i'=CONCRETE INSTALLATION
IONS '' CONFIXRATIONS MW LSHEET NUMBER
MAX. UNIT MAX UNIT WIDTH OWIDTH=NOM. PANEL WIDTH-7'
NOM.P NEL WIDTH DL HEIGHT=DOOR UNIT HEIGHT-10.125"
_ , P TABL�51-3 13 -1`f P LHEIGHT =DOOR UNIT HEIGFR-1.Bfi6'
NOM.PANE
PER TA
MA)(
HE
PERTP
L WIDTH
3LES 1,
t
UNIT tnPA�-
MAX. UNII WIUIH
A
I
B 1B I 1 13 t 1 t i
t t tw 1 Iaag7 MAX. UNIT iC to 1 Iloyo
MAX. UNIT t I�$°a 19
HEI T tg tp i�a�
HEIGHT 1 jF¢� pE t ��
PER TABLES I3 iySN TABLES 3
y°-- 1
XEr j n F c j
�f 4-PANEL CONFIGURATIONS
A -PAN CONFIGURATIONS o t 1e to ta.
NOM. PANEL WIDTH _
PER TABLES 1-3
1 1
HEIGHT
HEIGHT
PER TABLES 10
L
417.4A
fC>'T67iC>i87iE15k7
son
MA
O {on,
0
El
m � w
5-PANEL CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
�
IWORUCf REVI6Rp
1
1
071ot NM1 IM Mllh
motllntCMe
MAX UNIT
B
NOT.
^w•ae w_u_ _i]•yzoa
�pfrvilie zoo
HEIGHT
HEIGHT
PER
TABLES 1-3/
1
o
/
SHEET.
M1.w' IY+4 y�eur w
CORNER, TYP.'
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
swam I NTS 1 2 - 22
*i N0.58705
.O '•. A F
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
1
MAX. UNIT
HEIGHT,
96- O IR 120'
1
MAX. TESTED UNIT WIDTH =
355-7/16- @ 96' HEIGHT
3CO-1/4' @ 120" HEIGHT
1 3
m Sol m , WIN I L
iP7 � � fl7 iFl
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT 3
HEIGHT 1
PER TABLES 13
1
NOM. PANEL WIDTH
PER TABLES 13
MAX. UNIT
HEIGHT
PER TABLES'
RacTwflAtnT..4Ta
�it7�iV i�iV
POCKET
m
W
iF�•7
m
ii
m
imL••l
im['7
fmL'-7-7
{mF�7
�i'7
7-PANEL CONFIGURATIONS
CERT. EkAIRH �
CONFIGURATIONS NOTES:
1)ALLCONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL -JW', "Jc-, -Kw- OR'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXII. 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
6k,— of = 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'
�. No. 58705
Vj0 t II
5 T )�
9URATIONS %�(tK'•.;�toRIDA,.+`?��
f. SGD - N0N-IMPACT _ ��'SSIONAL EN`G�
�wr�^ 1,
Ally P,E.
,3 12 PGTBI28 C P.E.p511795
GLAZING DETAILS (G1 & G1A)
3/18' T GLASS
74
EXTERIOR 52
a
314" NOM.
GLASS
BITE
]5
EXTERIOR
54
3/16" TEMPERED GLASS, TYPE G1
-
1/4" T GLASS
74
1510RucrfmV
-
uw.,gTw¢ nn lk Flwtl¢
EXTERIOR B2
hW+�Cele
Ato-pryees NL n-o4�o5
iaYuslae a4���
3G
ASS
GLASS
,r'gmY rvJveLCmp1
BITE
]8
54
1/4" TEMPERED GLASS, TYPE G1A
o� t��•��cems'M�! ��'
* : N.. 58105 -
GLAZING NOTES:
romncmwtWYDRnE
x.m Ri ]5
O1"Y`
GLAZING DETAILS
��lCs'••�,�oRloa,: •���:
G
"r=TEMPERED
�� /O N �� ��
s!lrNAlO
x.„,e„ ,a. a+am:
rtRr. ovAurH aznme
SERIES 670 ALUM. SGD-NON-IMPACT
JR O¢ro5n] L NO CWINOESTHISSHEET.
rrwe +tee
A.LVNNMILLERR.E.
®
SCD.ero PITS + 22 PGT0128
C REMs n$
✓R Da/lWI4
GLAZING DETAILS (132 & G2A)
1- - 1' NOM.
3/16' T GLASS
5/8" AIR SPA
3/16" T GLF
EXTERIOR
aC.
3/4' NOM.
GLASS
BITE
1" I.G. GLASS TYPE G2
tf 1"NOM. —1
1/4' T GLASS
1/2" AIR SPA
1/4' TGL
EXTERIOR
a c
3/4" NOM.
GLASS
BITE
1" I.G. GLASS TYPE G2A
GLAZING NOTES:
=TEMPERED
R 0 Nbr1
aew,m oe"
STRUCTURAL
SILICONE
1/4'NOM. FOAM
WITH
WITH DESICCANT \ DESICCANT
EXT. GLASS 1
NT. GLA55
KODISPACE
4SG TPS
SUTYL &
DESICCANT
FOAM
EXT. GLASS-,
om TEOmYLLaoronm
N VEM1WP, Rdl]l6
axp4mrrem
C64T. aFAUrM /m2M'
W+AWII/AR
mrmaraEe.uc
DURASEALO
IPACER
3116" NOM.
SUPER
135 SPACER®NXT'"
SEAL
ROLL -FORMED_
STAINLESS STEEL
EXT. GLASS -
XL EDGE`"
:TSPACER
FILLAREA
Pan#
Description
Materiel
124
Kommetling 4SG TIPS Spacer System
125
OuaneX Super Spaeer nXTwith Hot Melt Butyl
See this
Sheet or
126
Ouanez Dumseal
Materials
127
CaMinal %L Etlge Spacer
REFERENCE TEST REPORTS: FTLA7I7, B96B & 8970
L SGD - NON -IMPACT
mNw
5 r 22 PGT0f2B
* : N0.53705
Design Pressure (DP) end Anchor mrantities Required, (for all approved configurations on Sheets 2 & 3)
Forcpmaeelregal arehors,o on W ert3S now, units, sea sheet 11
Tabb applies to ell Glmslypas east
Daor Ulul
Heigh
81•
9P
se
IN SINIAsnagel types shown below.
Pas#ke(+) rID may Ea 11n0ed by
Table to
B9-78' 0
3
IB"
Anchor Cxbup
AnchorGmup
AnchmUMUP
IPncMr Gmup
A B C O
A B C 0
A B C O
A B C O
Oes'n Prassvm
+kO.0/-02L}
+80.0/-f20
•80.0/-110.0
•90.0/4029
17'
Haed'sill
G*1
G•1 G+1 G+1
CHI
G+1 G•t G+1
GI+1 G+1 G4+1 Url
G+1
U+1
G+1 G•1
24"
CLO
Jane
10
8 e 0
10
0 B 8
10 8 0 0
10
8
8 8
P4 ok
S+T
8N BN BN
7+8
1-8 7•e T•8
7+0 7+6 7+0 7+8
7+8
]•B
]+0 i+8
Ooa0. P..
+KO/403
+9A0/400.2
+900142.1
+053/45.3
Hmdisull
G+1
G+1 GN U+1
C/+1
UH GH U•1
2+1 G+1
U+1 CH1
G•1
D1+1 CH1 U+1
DLO
.bmb
10
8
8
8
10
8
8 0
10
8
8
0
10
8 B 8
P4mk
BH
BN
BN
SN
T+e
7.8
]+e T•8
AST8
7«e
T..T+8
T+e T+8 I 7+9
]Es aAaasare
+90014)29
+97.3/A13
+W01410
.718/-73.8
1.Has&SM
G+1
U+1 G+1
01+1
04+1
G«1 C4+1
C4+1
C4+1
CA+1
C4+1
G+1
rM1
G+I CH1
G+1
W.
ULO
.lamb
10
8 B
8
10
8 B J
0
10
1 B
1B
B
10
I 8 1 5-1.
8
P4mk
eNI
aN I 0«1
I 8+]
7+B
7+8 7+0
7+8
7+0
7+8
1+8
7+0
1+0
7+B HB
I+B
.a
m5 opmes a
+83.7/,83.7
.70.4/-784
•11.0/-TL8
+600/&5.8
35•
Heedl6ill
CH2
C1+2 G+2
C4+2
G+2
G+2
G+2
fA+2
C4+2
C4+1
C4H
G+1
G+1
GN GH
GN
�•
pL0
iamb
10
B 0
0
1p
8
a
0
10
B
B
8
10
8 8
a
Tn
g
P4mk
6+7
6+7 0+7
6N
]+8
7+0
NB
7+8
7*0
7+8
1+8
Tr8
1«8
]r8 1+0
T+0
'O Prmeam
I
+720/-M
.6551-65.5
.toe/EY
al"
HeedlSlll
G+2
G•2 CI.2
G+2
G+2
U+2
G+2
G+2
G•2
G@
GG +2 •2
CI•Y
G✓2 G+2
G+2
�•
MO
,bail,
10
B 8
e
10
B
B
0
10
e
e e
10
e B
0
P4mk
I1
B+T 8+7
B«]
7+0
N
]+B
]+B
1+8
7+9
7-8 7r0
7-8
AB 1+8
7-8
Oes#n P..
rnal-72.5
+67.4/d1.4
+610/41
+5ki/S4T
47"
HasdlSh
I G«2
G•2 G+2 G+2
GI+2 C4+
I C4+2
C4+2
C4+2 U+2
U+2 fA+2
G•2
G+2 G✓2 C4-2
W.
OLO
,lame
10
0
B
8
10
0
e
B
f0
8
0
0
10
8 8
8
P4mk
6N
6H
6N
6+]
7•e
7,8
AB
T+8
7+8
7+8
7+8
7+8
7-5
1 7+8 7+8
]+B
0as ipmeswe
+09 f/49.1
+640/d1
+b76/SI.0
+506/30.8
53"
HmN$11
G+3
G+3 G*2 G+2
G+2 G*2
G+2
G+2
G+2 G+2
G•2
G+2
G+2
G+2 G+2 G✓a
OLO
as
10
8
8
8
10
B
8
B
10
8
8
0
I.
8 8
0
P4mk
B+]
B+7
fi+T
6+]
7+8
7+8
7+8
7+B
]+0
1+e
T+8
]+8
]•B
T+B T+8
NB
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
DLO WIDTH = NOM. PANEL WIDTH - 7
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
TARI F IA' I I
SIII Height to Max. (*) DP
(Water Infiltration Rating)
SIII Weer Height
(*)Desgn
(Flat or Box, see
Pressure, psi
Sheet 17)
Flush-1-1/2-
see note3
lmv-2-1/2'
*49.67
Medium - 3-1/4'
-60.0
High -4"
* 00.0
SEE NOTES .-
ON LENGTH
ON RATIO =00H HENGTH GHT x 11N OH RATIO tt
SEE NOTE
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
3-114• SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4• SILL, POSITIVE
WATER OP 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 1-12' 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 PAI RS TO BE INSTALLED. -
va Cr1D DADT rIIMFIJCVMIS GNn SMLPTC 1R R 10 Fr1R ASRIPURI V nPTAll R
Interlock
P-hook
Wckstile@Jamb
Straight Astragal
Assembly
LockStraight
StralgM astragal
Mira
90'Astraly
Assembly
90'AsLoOstile@
90'Astragal
13Sembly l
Assembly
Locloi35-Astrag
136'Astragai
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
HeaW-duty Stile
Standard Astragal
Outside Corner
outside
Corner
Insl�
Corner
CoInside
Comer
outside
inside Cork n�
Wrner
Pon #60(x2)
Part#60
Part#60
Part#60(Stile)
Part#60
Pan #fit(Shia)
Part#118(Comer
Par[#119(Out.)
Part #61 (Stile)
Parts 931 
Part 461
Pan 967(Astragal)
Receiver)
Part#120(ln.)
(Corn.&Rd Mount)
aFlR.OPAITt/1PSa
sSDa70 I NTS 1 6 •22 1 PGT0128
P.E.
Da.lgn Fretaum(Dia)ond AmIhorGuanOBe.Required, iforullapprop.doonOgure#on. D
FxoamersmaNalerclmy ml m•a ScomuWe,w.lecill
e 2aq)
Door U
how
TINI.mr.11alsomahmand
00.N.
p7
-
I IN-1M
I.B.WA.
IB
9DIA
S7fe a
91-
1 0MO
reo
Bela.PweM•IDnk
emP
pmn.r m
Mo mu
rcorawD
P
na ,
n� =P
Yml0b,Tatle2A.
A B C D
A B Cu 0
A B C O
A B C D
A B C O
P B C 0
A B C
A B C D
bf Pnlnm
+aa - 0.
• -Ia10
• I-faR.O
•Po.0/-IflO
•m. /-IOB.O
•m.0 Bp0
+ /
•0d0/ B.0
3d-
IT
0.0
11nNSD
JamB
U•1 GN GN Ua1
10 d 0 e
UH
+D
CNt GN CNt
e 6 e
U•+
+D
GN GH GN
e d a
GN GN f 1
t0 e e
GN
a
GH
10
GH GN N
10 1D 10
Gry
10
GN GH GN
10 10 10
G•1
f0
Gq CNt G•+
+0 10 10
G•1 1 CMt GN
10 t0 10
PMY
r.9 r•e r•e r.e
ne
>.e r.e r.e
r•e
r.e ne u0
>•e 7. na
r.e
Np
e.aI sa e•9
Np
.+a 0.6 Bw
Sao
w10 9N0 B•m
eaD w+o w+ o
so-
2Y
n0
bepn Pnarvm
PmNslit
Csw
+m.0/404
Wag Wa Csa
CSa
4pa0/-1ne
CN1 Wa CBH
t0 6 e
.m0/-faz9
G•1 CS•1 CNt CSH
n +0 e fi
.oao/.it1e
CNt Wa
12 a
•1
0
NO
12
a90.0/ 9
OS+t
10 10
GMt
10
Wa
13
•m.0/d9.1
CS•1
10
LNt CBa
CNt
.eao/.9x1
U+1 Wa G•
Dsa
.asa/dLe
CHI LNt
CN1
Jamb
1z
t0 6 9
u
1D tD
12
tD ID Io
12
t0 10
10
p4w0
Hp
e.. e.a w9
H9
6.a Ha We
a.e ew ew e.9
0.9 Hv
ew
p
e.e H9
ew
e.B
ew
Ha a.9
9+to
Wo Sao p.1D
BaD
wm 9+10
B+m
X
OW
pfpnRalvn
I sm
JUM
CN:
a
•W.o/...
W.2.5.2
10
W.:
e e
CNa
1:
4MOI-11e.4
W.2 W.] W.2
+0 e e
CN2
u
.920/406r
W.x W.2 W.
Ia e e
+m.0/-0e5
W.z CNx [NI
RIM!,
CN1
.m0/iG
1 W+1 Wa
Wa
CNt
+6SJ/-0s5
CNt CHI
eNl
•B0D/410
W+I Wt GM+
CHI
CNI
.713/46.
CNI CS•1
CH1
u t0
12 to 10
+0
1:
m m
m
u 10 10
m
n
m 10
10
vNW
a.9
e.9
ero e.9
H9
ew ew e.9
-
Ha Bw e.9
w
H9 ew e.0
H9
a+a
ew H9
...
9•10 wm 010
W1a
9•m
wI. HI-
9110
Glen Pro".
+90.0/-11L0
.90.0/-IOAS
.80sl/ ,
+BrA/-ar.d
ad1.3/d1.3
•r6>/AS]
aae/-%e
.063/665
al
3V
me
..A
Am0
W+a
12
C5+2 CSa2 N.
10 0 e
CN3
I1
G+3
10
W+3 W+2
e e
CN2
12
W.2 CH]
10 B
W.R
a
012 CN2 CS•2
12 10 0
W.R
6
W2
12
0N2 0+2
10 10
W2
10
Gw
13
C5+3 W+3
10 10
W2
ID
Ce+R W.2 CS+1
1] 10 f0
W.1
10
CNl CH1 LNI
IR 10 10
W+1
10
PtrcY
aw
s.p 0.9 HB
e.9
H9
H9 alp
bB
Bw 6.9
0+0
0 Bw
H9
8+9 B+B
a.p
0w
e•p H9
B•9
8+10 H10 9+10
8.10
01t0 9•10 H10
0•10
(balml RH]]m0
+Po.O/-f'"
a 0/-0a0
.ar.J/-0aJ
+8&014 0
+r19/-l1a
.aB11deb
.01.0
•a60/810
.9`
N'
me
IMed9Yl
JU
CN2 CN2
Ix t0
W]
a
CN]
9
C5+2
1]
CN2 G.2 CH2
10 a p
CS+3 W+3 W] 2
13 ID a
W+x CS•2 WSR
I3 10 a
W+R
9
I
G+3 Wx W.x
10 10 10
CH2 CH3 Le+2 CN2
12 10 10 10
W.a CH3 C5+3
13 ID 10
CN3
10
G5.3 C5.1 W.3
11 10 10
W+3
10
P4i00Y
a+a 8.B
H9
Ha
a+p
Bw 6+0 0.9
aa9 e.9 B19
B+B HB B.9
e.9
9
HB 9+p 0•B
Ha Bw D p a+p
Ba0 p•10 B+iD
8110
9+10 0+10 9a0
9M0
SP
m,
Cr
4D
Wa mpoub n
.0].0/-03.0
+rr.x/-11.a
.0A0/-00.B
1a].B/d19
NDteva table inihese dreg
xuNamb
U.J GN
G6
LN]
G+3 G•2
CH2
CN]
Gw G+3
G.z
3
jam9tll
1.
10
B 8
a
to
B 0
0
f0
0 B
s
t0 0
0
e
Ptmn
as
.. >..
r.d
ae
r.e ne
r.e
r.a
r.e »e
r•e
rro r+0
T.a
r.e
33`
DLO
p pyw.
+m.2/Ap2
NS!/daJ
+610/d60
.w.01Mu
IbW19N
U.J
U+]
GN G+3
G.3
G+3 GN Gw
CM3 Uw G12 CM3
G.2
G.2 G+3
G+x
Amp
Io
e
e 0
10
e a e
10 e e 6
10
e 6
a
P.T+e
r.e
I r.e Ira
ne
r+e »B T.a
r.e T+e r+a r.e
re
3+a r.0
r.o
EXAMPLE ON SHEET
1.. 1. mDecmmnlnlvncrens
r,� �........ .......
Interlock
..�,....... _..-.._
P-hook
... __ _•"__ __ ____
Ladcstile O Jamb
. _.....raga -
Straight Astragal
Assembly
___ rack__. - _. _-
LocksIle LID
Straight Astragal
Straight
_. _.
90'Astragal
Assembly
LoClun
9D'Asilebt_t
90°Astragal
1Assernagal
ASsemblY
loclort
35'Asile@
135'Astragal
Heavy-duty Stiles
HeaWd1my Stile
HearointySele
Heavy-dutystile
Hear duty Stile
Heavy-duty5tlle
Heavy-0uty Stile
Heavy-dutyStile
Heavy-dutyStile
Standard Astragal
Outside [
Outside
Corner
Corner
Corner
Inside
Corner
Outzlde
�
.JJJ
Inside Comer
Corner
Part p61(x2)
Part M61
Part461
Part#61(5111e)
paa#67(Astragal)
Part#61
pan #61(stile)
Pan #218(Corner
Receiver)
Pan #119 (Out.)
Part #120(in.)
Part 461(Stile)
Parts#31$p32
(Com. $ Fxd MDunt)
Part#61
TAnI L ne•
Sill Height W Max. (+)
(Water lydlbe6on Rating)
SIII Riser Hayhl
(+)sign
(Flat er Box, see
pressure, psf
Shea[17)
lush-l-1IY
sao lmte3
-2-VY
+46.87
SEE
1-3
oWIDTH=
NOM. PANELWIDTH-7° -
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT=
DOOR UNIT HEIGHT-1,866"
PROQUCFREVISM
0.iF61.p.Id d. Flaltln
n No�°} -pVZu.O
"Iaua
6, 10 -
Wi p=Ca.YaD^
1) NOTES:
—POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4' SILL,
2) WHEN USING THE 2-12' 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. OH LENGTH I�
3) 4", 3-114" AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-11r 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
tt+tl ll llltylj
�-
n'�1cENS'Ml 'vv'
e'-ll
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR i Ool OH RATIO 21
':FP
WATER INFILTRATION. s0 ❑
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
OH LENGTH
^ * ; No. 58705 '. *
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO=
6) JAMB ANCHORS ARE SPECIFIED AS THETOTAL QUANTITY, DIVIDE BY2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE
;AO •., s�Tg .4
P�
100ic BEiurE MR.3,2s DPANDANCHORAGE
�FSS-�ORIDP •�G=�`
'i
N594eo-Iwo
Wxr. oF,u1R*fA]PP SERIES 670ALUM. SGD-NON-IMPACT
IOr NAL tE,1�•
.1R odrovn c REviSEOTABLE2. D•,V,e
=
A. LYNX P.E.
n pm.tY. . ® asDew NTS 7 .72 PoTO118 C
PEasero5
58705
I I Tan, E w TABLE 3AI I
Design Pressure(DP) and Anchor QuanBties Required. (for all approved configurations on Sheet 2 & 3)
For comer astragal anchorage on 9m or 137 comer calls, see sheet 11
Table applies to OR Gass tyPRa and
the SBle/Aetngal tyPes shown
below. Positive (+) DP my M
limited by Table M.
Or
Dom Unit
84'
Haight
90
718' DLD
41r Dw
78• fB O
0.nchor Typo
Anchor ypa
Anomrly9e
Anchor
ype
A B C D
A B C D
A B C D
A B
C D
Q9919n PR9SN'B
+
+
f
+ .
1T
Hee4lSlll
C4N
CAN CON CAN
G+1
C4N
G+1
C4N
C4+1
C4+1 G+1
GN
C4+1
C4N
CA+1
C4+1
DLO
Jamb
IS
8 8 8
10
8
8
e
1D
B 0
a
10
6
8
8
P-hook
7+6
T+e 7+B T+B
]+B
T+8
]+8
]+e
7+B
7+0 NB
7+B
I..
7+B
NB
]+a
Design Pressure
+90.0/-159.5
+90.0/460.3
+90.01-138.2
+00.01-129
1.
Head/SIII
C8+2
C6+2 C5+2
C5+2
C9+2
08+2 C5+2
C5+2
C6+2
CE2
C5+1
C5+1
C8+1
�+1 C5+1 C5+1
3R
DLO
Jamb
/4
12 8
8
14
1 12 a
1 8
14
12
B
8
14
12 B 8
P4,9Pk
0-10
9+10 9+10
0.10
9+10
8+10 9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10 9N0 BNO
Design prows.
+90.0/-139.4
+90,,0/-13a9
+90.0/-120
+90.0/410.8
1.
Hoad SIII
Ca+2
C6+2 C5+2 C5+2''+2
C8+2 C5+2
C5+2
C8+2 CBl2
C5f2 C5+2
CB+2
C8+2
C5+2
C5+2
Si,
DLO
Jamb
14
12 B
14
12 e
8
14 12
8 0
19
12
e
B
P4ank
8+10NO
B8+10 5:10
8B
+10
,10 9+10
9+10
8+10 8+10
8+10 8+10
8f10
8+10
9+10
8+10
Desf9n Presses
-90.01.125.5
+90.014126
.90.01-107.3
+90.0/-987
3w
PaaNSill
CB+2
C6+2
CS+2
05+2
C8+2
Cfi+2
CSf2
C5+2
Ca+2
C 2
C5+2
C5+2
C6.2
C8+2 C5+2
C5+2
47
DLO
Jamb
14
12
9
e
14
12
e
B
14
12
6
1 8
1 14
1 12 6
B
P4mk
B+iD
BNO
B+1D
BHD
8+10
8+10
gN0
8+1,1
BNO
0.10
9.10
9+10
BNO
8+10 9+10
8N0
Oeslgn Pres..
+90,01-115.7
+90.0/408
+90.0/-993
+90.0/-90
41'
HeaNSill
Ce+3
C8+3
C5+3
C5+3
C8+3
06+3
C5+2
C5+2
C9+2
08+2
C5+2
05+2
C6+2
CS+2
C5+2
C5+2
48,
MO
Jamb
14
12
1 B
1 8
14
1 12
1 8
B
14
12
8
8
14
12
8
8
P9Ywk
9+10
wo
W10
gN0
B 10
B+10
B 10
8+10
9+10
gN0
9N0
9+10
9+10
8N0
9+10
9+10
assign Pressure
+83/43
+T7.21-77..2
+69,8/-69.8
+62.6/426
47'
Head15111
C4+3
C4+3 C4+2
C4+2
CA+2
C4+2 C4+2
CA+2
CA+2
C4+2
D1+2
C4+2
C4+2
C4+2 C4+2
C/+2
M,
d-O
Jamb
10
B a
8
10
a 8
8
10
8
a
8
10
a 8
8
P4Rok
7+8
7+8 7.8
1 7-8
1 7+8
1 T+e 7+6
7+8
T+e
Tab
T+B
T+8
+a
7-8 7.8
7+8
Design Pressure
+9.2/JB.2I
+73.3/-73.3
+66146
+58/48
�,
53'
HeatllSlll
C,1+3
1 C4+3
CA+3
04+3
C1+3
C4+3
1 6+3
C4+3
C4+2
1 C4+2
1 C4+2
G+2
Cd+2
C4+2
G+2
C4+2
OLO
Jamb
1010
it
8
10
B
B
8
10
BIB
B
10
B
B
9
Pdook
7+e
7+11
7+6
7+8
7+8
7+8
7+0
7+8
7+9
T+0
7+8
T+8
7♦8
7+8
7+8
7+8
Sill Helghtto Man (+) DP
(Water lnfilRafion Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Sheet 17)
Pressure. psf
Flush -l-1/2'
sea note
Low -2-1/2'
♦46.67
Medium-3-1/4"
+wo
High - V
+ 90.0
SEE NU I Lb 1-3
OH LENGTH
OH RATIO 2 1
OH RATIO = OH LENGTH
OH HEIGHT
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
21 WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.07 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
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
DLO WIDTH = NOW. PANEL WIDTH -7^
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO HEIGHT = DOOR UNIT HEIGHT -10A25'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
THE E01 I OWINR RTII F A ARTRAr4Al TYPFS SHAI I RF lISFO FOR TART F 3. SFE SHEFTS
21 A 22 FOR PART DIMENSIONS ANn SHFFTS 1R A 19 FOR ARSFMRI Y nFTAII B.
Interlock
P-hook
Lockstile@lamb
Straight Astragal
Assembly
Lockstlle@
Straight Astragal
go -Astragal
Assembly
Lockstlle@
90'Asmagal
25'Astragal
Assembly
Lockstlle@
135'Ast.gal
Heavy-duty Stiles
Heavy -duly Stile
Heavyduty5tile
Heavy-duty5tlle
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty511le
Heavy-duty Stile
Heavyduty Astragal
outside
Inside COr
Outside
Corner
Insides
Corner
Insi e
Corner
Outside
Comer
sal
Part 961(x2)
Part 961
Part861
Part69(Astrag
Par[86g (Astragal(
Part861
Pant#1181(Comer
Receiver(
Part 912;(in.)
Part g120 Qn.)
Sh
parts#31 ((&932
(Cam. St Fxd Mount)
Part pfil
CERT. 01` N .. 421296
1MOBUCf REVIg�
u YYnpllMgaire as PbdN
c"sx.,a e.ae 17royzo c9
Expinnix lmle u�-al J�1p
•UCEN06 •. CC�i:
* No.58705 .•
Of
p0 sShY€tl :' t6:1:
. y, -_.. cwwmnamR \ \ F� OZ— — o•w- A. L"11 sa1lLER PE..
JR 022 _ .uiaama 0vmMm `�`" BaOGIO lJTB a n 22 PG7012B C P.E.p58705
NOFRAME "8+9"P-HOOK ANCHORAGE CONSISTS OF:
SEE JAMS (8) P-HOOK ANCHORS, MAX. UNIT WIDTH
REQUIRED SEE'C6"CLUSTER
SPLICE @ (PERPENDICULAR TO GLASS SEE'C5'CLUSTER DETAILS,
EXTERIOR DETAILS, SHEET 10 FOR
NOTE, PLANE)SEE TABLE 2, SHEET7 REOUIRES'06' SHEET IO FOR ERLR
INTERLOCK
THIOCK
B POCKETS AND \ CLUSTER,SEE
SHEET SEE POCKET 42" NOM. pETA1LS, SHEET it
JAMB
(9)P-HOOK
x'
MOUNTING 1
INSTALLATION, ADAPTER B•
IW_f x
x xx x xxxx
x+� x
`
THIS SHEET ANCHORS MIDWAY {
3•MA%,
r & SHEET 14
BETWEEN P-HOOK
loll
•
I
ANCHORS &AT 3" 1
1
lol
FRAME
•.`1 ,_.
FROM TOP &
FROM I R 1< I I
BOTTOM I
o_I-11
Ip
ANCHORS
MAX. O.C.
I I 14'MAX O.C.
G
4,051"
- "MAX.TOOPENING Im$
O0=P-HOOK
EDGE OF POCKET
SEE
INSTALLATION i��
ID•----r
O,
O
A
ANCHORS
DETAILS 'Je&1(c', imp .0.
lol
DZI
o=P-HOOK
END PANEL
SHEET 14 & PART ®,
I
MOUNTING
24DMOAX.
ANCHORAGE
ANCHORS)
DETAILS SHEET 19FO ', �
n
SHEET 19 FOR $
a. MAX.
ADAPTER
(2
_
�o,
ANCHORS
P-HOOK �-___ CMAX
o!j-11
ANCHORS
_
AN
ANCHORAGE
MEL
X,x• x
' x
x
ANCHONCHOMGE
(SEE SKETCH BAx.' �AN �AN
LCENTERLINE
T •T
9'MA%.•TYP.
OF PANEL i
ANCHORAGE ANCHORAGE ANCHORAGE
2.04"
24' MAX.
EXAMPLE: 5-PANEL.2 TRACK. 90° OUTSIDE CORNER-DXXlXXD - EM MOUNT POCKET ANCHORAGE PLAN
O.C.
42' x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
ANCHORAGE EXAMPLE NOTES:
1) APPROVED ANCHORS: SEE TABLE A. SHEET I END
PANELANCHOR EXCEPTION,'I-MICHORAGEONL:
oISTANce TO NExr
ISTMER
}
2)ANCHOR LOCATION SPACING FOR ANCHOR
TORE
J
42'
l
CENTERLINE OF
QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS BS:
2'1 c olk E
21"
MOM,
.
INTERLOCK
HEAD & SILL: B' MAX. FROM FRAME CORNERS. USE
PANEL
SEE'C5"CLUSTER
SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
MAX
O.C.
WIDTH
DETAILS, SHEET IO
SHEETS 63 AT EACH INTERLOCK AND STRAIGHT
rErrza.+Ecsc noA.n.
FORINTERLOCK
AND CORNER ASTRAGAL LOCATION, PLUS
ANCHORS AT THE MIDPONTOFEND PMOSMEONLY
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
REQUIRED IF TIEOO DISTANCE TO THE NEKTMCHOR
"+TANCHORAGE
ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"
CLUSTER IS OVER24', GTIERWMISAWHORSARENOT
REQUIREUAT THE NDSPANAS PERTHE RGUREABOVE:
L
...7
O.C. MAXIMUM.
6 MAX
TERLINE JAMBS & P-HOOKS: 6° MAX FROM BOTTOM. 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX ANCHOR
4NEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14.
REQUIRES +2"ANCHORAGE SEE'C5'CLUSTER END PANEL
CENTERLINE CENTERLINE ANCHORAGE-
"C6'CLUSTER, SEE {� DETAILS. SHEET 10 OF
DETAILS, SHEET I7 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS)
dr
a
TT�I -
EXTERIOR V OF PANEL 3E'2'ANCHORAGE �_OFPANEL 41
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
UPDATED EXANPLETO NEWANGI0RON4NTDY. I CERT.OFMM.l192A1
UNIT
FRAMEJAMB
ANCHOR PAIR
IF
MAX
CHORAGEJ L—CENTERLINE
OF PANEL 5
NCHORAGE SPACING & EXAMPLE PU
ERIES670ALUM. SGD-NON-IMPACT
n�,xw
sGoaro NTS 9 + 22 PGTO128
SEE'C5' CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
24" MAX. O.C.
4PAIRS OF
ANCHORS
2r MAx (TOTALS
ANCHORS)
G.C. JPERJAMB
R x—L (SEE JAMB
r DETAIL
BELOW)
x
'. x END PANEL
8' I, ANCHORAGE (SEE
\-2-T SKETCH BELOM
ANCHORAGE
SPLICE NOTE:
NONSTRUCTURAL
ANCHORS MAYBE ADDED
AS NEEDED TO ALIGN THE
DR HEAD OR SILL IFA SPLICE
OCCURS AT THE P-HOOK.
uFB!OPDCf YfiVPo'®
trex�fietC�ede•M ileilwtd6
Acageen Nel�_Tx.�n.OS
8hRe4W Ir..��'Lo
1Ma4P oqC � I
I
„111InugT
9;
IT A NO. b6705 _
ASTRAGAL OR I (FOR SPLICE �I�S�PLICE LOCH ION PO4"
�BPTERLGCK1 CONDITION, USE - X- IFaIEEDEO 2.04'_41
-....- - - -- -- - -
ANCHORSAREREQUIRED,'CA') ANCHORS ARE REQUIRED, "CS-) ANCHORS ARE REQUIRED,'C6") ANCHOR PA fi'
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION B' DIAG. FRAME JAMB
INTERLOCK-iIIF NEEDED INTERLOCK CONDITION, USE. INTERLOCK�IF NEEDED 2.04' IXTErslan ANCHOR PAIR
CENTERLINE I CENTERLINE I'C6'CLUSTER DETAIL) CENTERLINE y 35" 17—
47-
.5" 3.5" T' ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
OIAG. MAX. TRACK(INT. SHOWN)
4.08' 4.0B• O.C.
2.04' NOTES:
564" 1. ALL DIMENSIONS SHOWN
4'DIAG. ¢fcIORARE BASED ON MIN.
E%TTTE'�IwoR T, TTET7R73.5' ALLOWED.
v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEADISILL �7 3-TRACK FRAM3 E HEAD/SILL 6' Mom' 2. FOR HEAD OR SILL SPLICE
Cd ASTRAGAL OR INTERLOCK Col ASTRAGAL OR INTERLOCK (ASTRAGAL OR INTERLOCLOCATIONS/ANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED. -CV) ANCHORS ARE REQUIRED, -CS-) ANCHORS ARE REQUIRED.'C6') ANCHOR PAIR
FOR SPLICE FOR SPLICED
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR ( CONDITIONS ONLV: e«Ix,sea.
(FOR SPLICE CONDITION, DO NOT A.,%. eNu I'Lo97.df
INTERLOCK IF NEEDED INTERLOCK INTERLOCK
CONDITION, USE USE THIS DETAIL SPLICE LOCATION c>atr.r.o,1,
CENTERLINE CENTERLINE I CENTERLINE )---ia•I.7'k
--II I� 1 T5• I "CB" CLUSTER DETAIL) ._..II I-� IF NEEDED
� I L_ ��• �1 3.5' 1� I 3.5• F� 7' 3.5' r LUdwdr teary
'Cl
�J 4-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4^)
4'
E%TERRPIOR
V 4-TRACK FRAME HEAD/SILL
La) ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'CVj
4'
MTETRIOR
V
4-
--I 3.5- Po— -
4-TRACK FRAME HEADISILL
Qa ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6')
WITH & WITHOUT SPLICE CONDITION
*.: No. 58705
CWL OFAURLYR[i01 II ( ,---,I ocrcico oTv/uum. JVV-rvurv-unrnla � •h1
LJ \ \� J1 LL®I -- A.1
mm°1m'� sE. NTS 10 a 22 PGT0128 C
2.0k
2.D4" NOTES:
INTERIOR 2.04" INTERIOR 2.04°
INTERINTERIOR 1. ALL DIMENSIONS SHOWN
7' ARE BASED ON MINIMUM
J4-DIAG. 8.94' ALLOWED.
6.T2fi.72' 3.S 3.5' 2. DETAILS DEPICT ANCHOR
INTERIORtNTERlOR TINTERI INTERIOR QUANTITY AND SPACING,
90° 3. 1 EXreaIOR � ° AND WOULD BE IDENTICAL
R ExieRICR 4'DIAG. 4-DIAG. FOR EMERIOR ORINTERIOR
CORNER CONFIGURATIONS.
"+7'ANCHOR
3.5" 4' 3.5' 3 " 4'2.04' EXT2.04' EXTERIOR 2.04' IXTEwoR 4' 2.04. 7° 8.94,
90° CORNER 90' CORNER 135- CORNER 135° CORNER CENTERLINE
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL OFPANEL
(USE WHERE 4 CLUSTER (USE WHERE 6 OR B CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,'C6'j '+2"ANCHOR
4.03"
N E UCR
fMERIOR INTERIOR
4.08' '+1'ANCHDR 2.04'
4' 7.41' 4"DIAG.
INTERIOR 3.5° INTERIOR 3.5'
gp• 7• 135° CENTERLINE
EXTERIOR OF PANEL
3 3.5' '+3'ANCHOR
4.08" 4.OW 7•
5.37" 5.37" G.
CENTERLINE 2'WAN
3,5' 4° 3,5' 4 OFPANEL
OO=RIOR 7. EXTERIOR 7' 4° INTERIOR ALi "+2'ANCHOR DIAG.
90-CORNER 135°CORNER FMERIOR TERLIN
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL VIEWS 2-TRACK FRAME HEAD/SILL
("CB" ANCHOR CLUSTER REQUIRED (°CB° ANCHOR CLUSTER REQUIRED L INTERMEDIATE ANCHOR LAYOUT
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. /7lpoUCt REYT$pd
�gNHeHY roePM4.
INTERIOR 6.12° INTERIOR 2.04' d°'11^tCW_
A.M.. No I 4
204° EXTERIOR12" 3.5° �CENTERL/NE 4 r.IY.O.I If �I
4' INTERIOR 5'SS OF PANEL lU"�
INTEROR 44b/g14e FIwsl C.wy
� 4" 3.S 135" .04' •+3^ANCHOR
G. 7
8.12' 4'OIAG. 8.72°
3.5' 4.06'
7' EXTEwoR ,
2.04' 3.5" 4° 3.5• TluUrrlr
EXTERIOR 7" 4'DWG. EXTERIOR 4" 204° 35' I CENTERLINE ��ON.....NN�,'J,
�OF PANEL `" 'N:- UCEx- /
90'CORNER 135°CORNER: SE'•�(�
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL _ * : No. SB7p5 'P
(°C8' ANCHOR CLUSTER REQUIRED ('CB'ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT = *_
(3-TRACK SIMILAR)46
: F
lamTEoawlnOrowvE
x lw�em 11717
ANCHORAGE, EXAMPLE CLUSTERS '�Fss•�`?orjloa..•GN2��
JR OLC NO CHANGESTNIS SHEET. • cmr. aPaum.4?Bm3 SERIES 670 ALUM. SGD-NON-IMPACT 'NALIEN
M4 R+
A. LYNN NILIER P.E.
°j °i` Rwa
1°r'°"""%01� ® sop4ro NTS 17 a71 PGT0128 C
JR pf/M'id P.EFSems .,uxmmre¢mmo
INSTALLATION DETAILS
EMBEDMENT: E TABLE A, SHEET 7
EMBEDMENT: SEE TABLE A, SHEET
EDDISTANCE:
MIN.OF3THREADS BEYOND
EDGE DISTANCE
SEAB LE A, SHEET
EDGE DISTANCE:
THE METAL SUBSTRATE
SEETABLEA,SHEET1
SEE TABLE A, SHEET
EMERIOft"SEEANCHORNOTES
2-1/16"
2-1/18"
NOTES:
1/4'
1/4'
jE
1/4'
1. ALL DIMENSIONS
SHOWN ARE BASED
SIHMExreg10R
b SAX
EXTERIOR MAX.
MIN. ALLOWED.
EMBEDMENT:
�SHIM
2.
2. METAL OR WOD
SUBSTRATES MAY BE
SEE TABLE A,
SHEET 7
USED FOR ALL FRAME
2X WOODOR TVP.,
2XWOOD WODD ANCHOR TYP.,
METAL TYP., SEE SMS ANCHORTYP.,
TYPES PER TABLE A,
TYP., SEE ANC "
TYP., SEE ANCHOR SEEANCHOR NOTES
TABLEABANCHOR SEE ANCHOR NOTES
SHEE71.
NOTE 3, SHEET &TABLE A, SHEET
NOTE3,SHEET7 &TABLE A, SHEET
NOTE 4, SHEET1 &TABLEA SHEET
2-TRACK FRAME HEAD
E HEAD
®w
FRAME HEAD
• DIAGONAL O.C. IS
MIN 4° (HEADS SILL)
L
w WOOD INSTALLATION
WOOD INSTALLATION
WOOD INSTALLATION
METAL I
METAL INSTALLATION
OR6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD
WOOD ANCHOR TYP., 2X WOOD
SMSANCHORTYP., METAL TYP., SEE DETAILS, SHEETS 10& 77.
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR R NOTES TABLEA&ANCHOR
B TABLE A, SHEET I NOTE 3, SHEET 7
SEE &TABLEA SHEET 7 NOTE 3, SHEET
1 SEESHEETI NOTE4, SHEET 1
SEE ANCHOR
ANCHOR
ANCHOR
MIN. OF 3 THREADS BEYOND
NOTE 5, SHEET
NOTE 5,
NOTE 5,
THE METAL SUBSTRATE
1 (114- MAX.)
SHEET1
4&rTZLE
SHEET1(1/4'
I
MAX.) - . .-"..
(114" MAX'EXTERIOR
9
ocrealoa
EXTERIOR ILEi
EMBEDMENT: SEE
TABLE A. SHEET
7TABLE
2-1/16°
EDGE DISTANCE:
EDGE DISTANCE:
NCE:
SEE TABLE A. SHEET 1
SEE TABLE A, SHEET 7
SEET 1
EMBEDMENT: BEE TABLEA SHEET I
EMBABLE A SHEET 1
FRAME
RA
WOOD INSTALLATION
wW 0DNSTAALLATION
C
®AC
ALATION
EMBEDMENT: SEE
TABLE A, SHEET1
•ROnIKfaEVIE®
EMBEDMENT: SEE
Nu..x�P �w�n defl+�Yr.
TABLE A, SHEET7'I
EDGE DISTANCE:
�T«d nn9
SEE TABLE A,
METAL TYP.,
EMBEDMENT: SEE I
SEE SHEET1
�I I.
TABLE A, SHEETI
EDGE DISTANCE:
TABLEABANCHOR
Wr cou°l
2X WOOD EDGE DISTANCE:
O SEE TABLE A,
2X
NOTE 4, SHEET
TYP., SEE ANCHOR BEE TABLE A,
SHEET 1
TYP., BEE ANCHOR
ANCHOR
NOTE 3, SHEET 1 SHEE71
NOTE 3, SHEET 1
2-1/16"'
SMS ANCHOR
2.7/7g• •
BEE ANCHOR TES
W00DANCHORTYP.,
2-1/16°�
&TABLE A, SHEETI
SHEET I
SEE ANCHOR NOTES
WOOD ANCHOR TYP.,
MIN. OF3
7T 711nnr err
&TABLE A, SHEET
SEE ANCHOR NOTES
THREADS
`
EXTJE�RLIOR
&TABLE A, SHEET
EXTERIOR BEYOND THE
�� _
. 'tag ...CENT "f
sF '•.,G
I
MAXI/4'SHIM �4--
EXlEft10q
METAL
Q1�-' �-
V
�1 114-MAX. SHIM ��
SUBSTRATE
1/4' MAX. SHIM I--
®WOOD K FRAME JAMB
FRAME JAMB
4-TRACK FRAME JAMB
•—,7
Gw WOOD INSTALLATION
Rw WOOD INSTALLATION
® WOOD II
Iw METAL INSTALLATION
IS
?
mro TEmowL4crowvE °-�
ANCHORAGE DETAILS
S-'' Opjp.... X,,
t>Hn�furmo
i, SY
""i1B°
Jlt 069 7 O NOCNRNOESTRISSNEEr.
rFnr. o AM..fN3Bf
SERIES 670 AL UM. SGD-NON-IMPACT
r"Imkiil"
ewn°w o•x a b!
°mxwromn ®
sw.••ae we me°,n s
5a NTS 12 >n PGTOI28 I C
A L"N MILLER, P.E.
v.Ee se7as
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A. SHEET I
NOTES:
EDGE DISTANCE: BG ISTANCE:
T.ALL DIMENSIONS
CONCRETE DGE DISTANCE: SEE
CONCRETE BSCLEA SHEETI CO ETE T H 1
SHOWN ARE BASED
T SHEETI
PER TABLE PER TABLE P TABLE
•
2- 2- 6" 2-1/16'
ON MIN. ALLOWED.
A, SHEET A, SHEETI ,SHEETI ,. 1/4' • ONAL O.C. IS
,.,
•,. , . -., .
.; :'.: ' "; ' :.i: r
E%T MR ff � 1
S
j
AX. MIN 4G (HEAD SILL)
M OR6-(JAMB)SEE
EMBED ENT: 1/' ERROR 1/4' E%IERIOR
L
DETAILS, SHEETS
SEET EA J MAX
10&11.
SH ET i IM SHIM
PROP YSECURED IX CONCRETE CHORTY ., PROPERLY SECURED IX CON RETEANCHOR P.. PROPERLYSECUREDIX CONCRETEANCHOR TYP.,
WOOD UCKTYP.,SEE SEE ANCHO NOTES& WOODBUCKTYP., SEE SE ANCHORNOTES& WOOD BUCK TYP., SEE SEEANCHORNOTES
ANCHOR TE 3, SHEET 1 TABLE A, EET 1 NCHOR NOTE 3, SHEET 1 BILE A, SHEET I ANCHOR NOTE 3, SHEET I TABLE A, SHEET
I
2-TRACK FRA 3-TRACK F E HEAD 4-TRACK FRAME HEAD
INSTALLATION Rc CONC INSTALLATION Cc CONCRETE INSTALLATION
®
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONC CHOR TYP., PROPERLY
CUREDIX
SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTESB WOOD BUCK.TYP., SEE SEEANCHOR UCK TYP., SEE
CHORNE 3, SHEETI TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET 1 A.......
SEEANCHOR SEEANCHOR SEEANCHOR
NOTE 5, SHEET NOTE 5. NOTE 5,
SHEETI SHEET1
1(1/4'MAX)l -• -•^�
T 1 (114'MAX) 1 (114'MAX) 1
1 1
E RIOR 1 E%IERIOR EMEMM
_
<�3 <�]2dl16^
CONCRETE
2 1116 2 1/16- •
PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE:
A, SHEET 1
SEE TABLE A, SHEETI PERTABLE SEE TABLE A, SHEET I PER TABLE SEE TABLE A, SHEETI
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET i EMBEDMENT: SEE TABLE A, SHEET 1 A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
E SILL da4-TRACK FRAME SILL
CONCRETE INS ASILL Ec CONCRETEINSTALLATIONTALLATION Fc CONCRETE (INSTALLATION
CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A SHEETI ~I
PRODIICTREYISw
o onpylry,Nm roe Eb,W
EMBEDMENT: SEE .�1
TABLE A, SHEET 1 EDGE DISTANCE:
b'am�0aa
A�u"arvo 17-G4J
Kvlr —T`ig14s10
•- EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
r4arP
EMBEDMENT: BEE CONC.lCMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEETI
TABLE A. SHEET 1 ^I TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3,
G
PROPERLY SECURED EDGEDISTANCE: NOTES A. SHEETI
1XWOODBUCKTYP., SEETABLE A, SHEETI=%-2_iJi6••
•-•
SEE ANCHOR NOTE 3, SHEETI CONCJCMU ANCHOR 2-1/16"
SHEET 1 T1P., SEE ANCHOR
-'-
CONCJCMU ANCHOR 2-Ni6'• PROPERLY SECURED NOTES&TABLEA,
TYP., SEE ANCHOR IX WOOD BUCK TYP., SHEETI CONCRETE
ANCHORSEE ANCHOR NOTE 3, CONCRETE
NOTESSEE
SHEETI OR CMU OR CMU
.......
SHEETI J CONCRETE 'T" PER TABLE E%TEwOa �' PER TABLE
�` p•. ...... �f%
j `'l�' -(0':
EMEaILa ) ORCMU E% NCR .- .• A. SHEET 1
TT'�1 A, SHEETI .,
2: L\CENgF'.
'•.p
V7/4"MAX SHIM �II�-- PERTABLE
V
_ ?, L
No.58705
A, SHEET 1 1/4' MAX. SHIM 1/4' MAX. SHIM L—
_ * j
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4TRACK FRAME JAMB
Nc CONCRETEICMU INSTALLATION CONCRETE/CMU INSTALLATION
;�7.1'•, 1S
Gc CONCRETE/CMU INSTALLATION
1010 ANCHORAGE DE WLS
'
I�In
n iaen. 1:Rr. osnurnsnare SERIES 670 ALUM.SGD-NON-IMPACT
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P.E.o P.E.p u58705
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
OD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
Oo SEE ANCHOR NOTES
EMBEDMENT: &TABLE A. SHEET
SEE TABLE A, 23 (ALSO SEE TYP. i
SHEET 1� I ILLUSTRATION, SHEET 9) }
L—E6GEDISTANCE: SEE
TABLE A, SHEET EMBEDMENT:
SEE TABLE A,
EX ERIDft SHEET 1
PHOOK WOOD ANCHOR TYP., 2a
P-HOOK
SEE ANCHOR NOTES Mnl
CONCRETE OR
& TABLE A. SHEET 1 CMU PER TABLE
(ALSO SEE TYP. 2.593" MIN. A, SHEET 1
ILLUSTRATION, SHEET 9) EDGE DISTANCE
®P-HOOK FOR USE WITH FLAT SILL RISERS
A+' PARTS#18 #20 #22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN,
(SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEE ANCHOR
EMBEDMENT: SEE P-HOOK MOUNTING
CONCRETE OR
NOTE4,SHEETI;
3 THREADS
TABLEpASHEETI ADAPTER SMS
ANCHOR TYP., SEE
CMU PER TABLE,
MIN. OF
A, SHEET
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
EA H
(gLA3
ETYP�1EMBEDMENT:
ILLUSTRATION
SEE TABLET,
EMBEDMENT:SEE
SHEET 9)SHEETI
rED
TABLE A,
DISTANCE: SEE
SHEET1
E A, SHEET 1
P-HOOK SMS ANCHOR TYP., J EXTERIOR
SEE ANCHOR NOTES n
& TABLE A. SHEET 1 V
(ALSO SEE TYP. 2,893' MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS #19 #21 #23 OR #25,
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
rmr. a=Aum. sv�e
;93' MIN.
EDGE
CONCJC
ANCHOR T SEE
NOT
ANCHOR NOTES &
TABLE A. SHEET 1
1-1/4" MIN. EDGE DISTANCE
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.
EXTET1RIOR
3. SEE TABES 1J,
2a V
SHEETS 6-8 FOR
P-HOOK MOUNTING
REQUIRED P-HOOK
ADAPTER CONCJCMU
AND P-HOOK
ANCHOR TYP., SEE
MOUNTINGADAPTER
ANCHOR NOTES & TABLE
ANCHOR QUANTITIES.
EMBEDMENT: SEE
A, SHEET 1
ALSO SEE EXAMPLE
ON SHEET 9.
TABLE A. SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
\,V PARTS #18#20,#22 OR#24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA. 2A&3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE
ADAPTER CONC./CMU
TABLE A. SHEET
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
A, SHEET i
\
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
4�
....
_.... �..
1-1/4"MIN. EDGE DISTANCE
FAODuc REYIaED
d �lbYHMIk F1x14f
TMtlIq C,W
( }m_1
eM4. mew c.»r
P-HOOKCONCJCMU / I EXTERIOR
ANCHOR TYP., SEE J Il
ANCHOR NOTES & TABLE V
A, SHEET 1 2.893' MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
®P-HOOK FOR USE WITH BOX SILL RISERS
Kc #23 OR #25,
���I Y LYNry
PARTS #19. #21.
; ON,,.....,.
CONCRETE INSTALLATION EXTERIOR
MOUNT
(SEE TABLES IA, 2A&3A
�
FOR WATER RATINGS) ONLY
_ * ; No. 58705
;pO•.
gym.
ANCHORAGE DETAILS
3,F�^feomp.. 'o p`
sODaTo NTS 1 14 + 22 PG10126
CONFIG. EXAMPLES
MAX. UNIT
WIDTH
MAX. UN
MAX.
NOM. PANEL WIDTH
DLO
TYP. PER TABLES iJ
HEADER DETAIL W,
WIDTH
INTERIOR
SHEET 18; INSTALLATION
8'Ac',�
EXTERIOR
SHEET512813 -1
90°
PANEL
PANEL
PANEL
TYPE
TYPE
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TYPE
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ANCHORAGE SHEET 11
NOM.
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��
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MAX HEIGHT
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'M'. SHEET I9
HEIGHT
SEE
WIDTH TYP.
PER
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HEIGHT TABLES
EXTERIOR
INTERIOR
NOTE2
TABLESI3
1`8
p
X
JAMB DETAIL 'G3
18; INSTAL ILLATION DETAILS
18; 18'Gc',
J
L
X
x
X
SHEETS 12 8 13
SHEET 18;
90°
SILL DETAIL'0',
INSTALLATION DETAILS
EXAMPLE: 90° INSIDE CORNER 4 PANELS
- XX/XX
'DW &'De, SHEETS 12 813
X 1-112'
SMS
-PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
SILICONE
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 18819 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 758107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103)AT FRAME JAMB OR ASTRAGAL.
3) PLEASE SEE APPLICABLE ASTRAGAL S INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
MVENICE Fl.91413
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CERI. CFANlL49]N
sco-ero
DLO WIDTH = NOM. PANEL WIDTH - 7'
❑LO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
15 - 22 1 POT0128
1+1o90OfREVISM
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No. 68705
Ao`•;a
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A.
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
� "M', SHEET 19 OPERABLE JAMB DETAIL'G3'. SHEET 18;
l"n ,INSTALLATION DETAILS'GW &'Gc'• SHEETS 12 & 13
IXED JAMB DETAIL'G2'. ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAI-'A'. SHEET 18: MAX
SHEET 18, INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw' &'Ac', DLO
DETAILS'Gw' 8'Gc', L2, SHEET 19 'AW &'Ac', SHEETS 1281� SHEETS 12 & 13 WIDTH,
TYP.
SHEETS 12 & 13 , 90"
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TYPE
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X
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SILL DETAIL •D', SHEET 18; Imo— MAX. UNIT WIDTH ---I
INSTALLATION DETAILS
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JAMB DETAIL'H2', SHEET P-HOOK DETAVY&W, SHEET
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SHEETS 12 & 13
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y—
a
b
I
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x
x
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—
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;-
(3-TRACK RIGHT POCKET) INSTALLATION DETAILS
'EW 8'Ec', SHEETS 12813
CERI.OFAU NOM
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'M', SHEET 19
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'CW &'Cc', SHEETS 12 & 13
C.
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EXAMPLE: XXXO SILL DETAIL'P, SHEET 18;
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'Fw' &'Fc', SHEETS 12 & 13
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INT CORNER
SO LOCKSTILE
EXT CORNER
90 LOCKSTILE
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9DRECEIVER
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38 RECEIVER
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W
wi
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
J
HANDLE
2arm
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
EXTERIOR
F
ASTRAGAL �
T
U STILE
STILE AND ARE NOT AVAILABLE.
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3. 90` ASTRAGALS TO USE HEAVY-DUTY STILES
H
ASTRAGAL �
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(01), CORNER RECEIVER(#11 B)AND EITHER
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U EXTERIOR (#119)ORINTERIOR (#120)CORNER
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APPLICABLE
STILFIASTRAGAL REQUIREMENTS. ASTRAGALS.
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20 SILL LOW RI ER FLAT
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35 RECEIVER
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VT
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SILL RISER, BOXI' SILL RISER. BOX SILL RISER, BOX SILL RISER. 8OX '•. L` ��
10'
21 29 MEDIUM, 3-1/4" 26 HIGH, = * Na. 58705
FLUSH, 1-0/2"
LOW. 2-1/Z' * _
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' NOT VALID
FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEESHEETS 6-B P
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ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
14 .De OF JAMB V
5 G3
BD OR 61
Gt 600R Bt 2-TRACK JAMB
2-TRACK JAMB (SHOWN
6'LONG CLIP#105 WITH
105 0Q WIRETAINER#IOB OPERABLE
t,3 MIDSPAN (SHOWN WITH PANEL)
8 FIXED PANEL TO I -I pITERIOR t03 LOCK PART'
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EXTERIOR
td 15
da 2
#lox94• 123 FULL LENGTH 40
SMS,X3 OFJAMB 2-TRACKJAMB 2-TRACK JAMB
CLIP #BOOR #105 51 $2 W/SCREEN
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60 OR 61 RJOR EXTERIOR EXTERIOR V3-TRACK JAMB 3-7RA0KJAM5 4-TRACK JAMB 4-TRACKJAM8
(SHOWN WITH (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
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THE EXTERIOR) THE INTERIOR)
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- ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
rOmTECJwcvoova,nE
N.IWU1 aW75
VERTICAL SECTION DETAILS
� (1"'•�OAIDP :' �`
1-3, SHEETS 6-B FOR DP PSF ASSOCIATED WITH STILE.
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A83 28 E] 83 99 i 11 113 n i
3 EXTERIOR
�Ir��lllll!IT�■■
STANDARD ASTRAGAL #67
HEAVY-DUTY ASTRAGAL
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SWIT HEAVY-DUTY STILESS91
N1 2-TRACK SHOWN
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)
INTERIOR
�L EXTERIOR
(9135° INSIDE CORNER
2-TRACKSHOWN
135° OUTSIDE CORNER
01 2-TRACK SHOWN
90°
09 EXTERIOR
600R 61 V INTERLOCK
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it
' ITEM 01 (HEAVY-DUTY
INSIDE CORNER
STILE) SHOWN, ITEM #50
�90o
NP 2-TRACK SHOWN
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
AN16UOfREV®
MP41gwX61Ye Mute
81UiM-11
R
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1t iS� `,r�a10
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* i No. 55T05
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P.. cERr. orAunl nvPe �I SERIES 670ALUM-SGD- NON -IMPACT
JR 04DYp G NO ClIANOE3 MIS SHEET / "� „y, ae nrvm A. LYNN MILLER P.E.
JR 01R019
m�ea m omn PTx wr tic ® sc�aio NTS 18 • 22 PGT0129 C P.E.M5Bi65
NOTES:
1) ALL ALUMINUM = 6063-TB
2) ITEMS # 3339, 5659, 66. 81, 84-99.
121 8122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 EMS OR 3/16" MASONRY
ANCHORS @ 24- MAX. O.C.
MLOBUCrOEV�
"a�prMe.M no
A. n. 1 0 2e.0
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A�Yd RNt Pn1f3xtq
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* T/, NO.58705 .�
tOTOIELlNCLOOYOWVE PtlL^�"' �Q •' S EOl �:•�d4]��
N 149E 160`]4 PARTS LIST '',,A2sS'•"r8?mP..••G�2�:
CERr. L Al T]H sXV R SERIES 670 ALUM. SGD - NON -IMPACT ''� ��NAL ..... �
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�smvltc ® A. LYNN MILLER, P.E.
BGDB10 ;6 20 s22 PGT0128 C RE.A W705
Item
POT
PGT#
Description
JR
A...=
0605M1
C
NO GH4NGES TM96HEET.
woe:
JR
MSD314
ILac
#
Owing. #
1
1T30B
011300
2-TRACK HEAD
2
1T303
81T]03
2-TMCK HEAD WITI9CREEN RAIL
3
tI30B
01 T3W
}TRACK XFAO
4
R]12
01T312
d-TRACK HMO
6
1]314
B1T314
FRAME SCREW COVER
6
1T31]
B1T]11
FRAME HEADlJAMB SCREEN ADDON
T
1T309
61T304
3-AULK SILL
0
17301
817301
2-TRACK SRL WI1H SCREEN RAIL
B
1130]
B1T30]
}TMCN SILL
10
t]ND
817310
4lRHCK SILL
11
17313
811313
FRAME SILL TRACK INSERT
12
11314
011315
FRAME SILL SCREEN AODON(6EE NOTE 9)
13
17318
811318
FMME SILL 6CXEEN END AO04N(9EE NOTE 9)
14
11900
017305
2--TRACK LAMB
15
17302
011302
2-TRACK JAMB WITH! SCREEN RAIL
10
17308
B1T300
3-TRACK LAMB
11
17311
617311
4:1MCK 14M8
1B
1T912
811322
SRL RLSER-FLAT, FLUSH, 1-112'
19
1T319
6I7319
SILL PoSER- BOX FLIbH, 1-1/Y
20
11921
017321
SILL RISER -FWT, LOW, 2-1YC
21
1I318
e17318
SILL RISER -BO%LOW. 2-11r
22
1T355
017353
SILL WSEft - FLAT, MEDIUM; }1/C
23
11359
81IJ5/
SILL RISER -BOX MEDIUM, }t/4"
24
iT323
617323
SILL LASER -FLAT HIGH, 4'
25
1]320
617320
SILL RISER -BOX HIGH 4'
26
1]3]9
09339
POCKETP-HOOK
27
]OTO
6Tm0
NEOPRENE BULB W5IP FOR P-NOOK
20
1]3J1
811331
POCKETP-HOOKMWNT
29
17335
017395
Pd100K COVER
30
1]390
fit]348
POCI(ETP-HOOK FOR BO%RSER
31
R3)8
B11J10
136 CORNER
32
11378
8173I8'
136 FO�EO MOUNT
ITEMS 4003 ARE SCREEN PARiS:
60
0918
812258
SCREEN 610E RA6.-LOCNSTLE
dt
1LOCKWG6H
SCREEN LOCKSET
/2
11818
SCREEN KEEPER SPACER BET
63
8152
88152
SCREEN INTERLOCK ADAPTER
K
dd28
6N20
SCREEN DOABLE INTERLOCK
dE
4317
812250
6CREEN TOP MIL
b
031B
81226]
SCREEN BOTTOM MIL
17
fi80
T6RAZ
STANDARD ROLLER
00
060
T6RA%
STANDARD ROLLER -ST. SR.
dB
63N
84944
SCREEN ASTRAGAL
50
17349
617399
Om SCREEN ASiMGAL ADAPTER
51
1692
01892
SCREEN SPLNE -.IBS'
52
1691
01894
bCREENSPLNE
B3
91B16C20
SCREEN IXOIH
56
1TZ5
1/7 X4' %1118' 6ET. BLOCK, NEOPRENE 05 +14i
58
1T20
1' X4" X 1/16' SEi. ELOCK, NEOPRENE 85 MS
PDT
DW .#
pG7#
Description
11325
Bt Td25
PANEL 8ILLE
1T320
B1T320
PANEL STILE (HEAVY DUTY)
1T32]
61T32]
NTERLOCK AOAPI9R
170
f226
BiP24B
VINYL BULB W6IP.-THIN (INSIDE NTERLOCK)
1]2B]1]29SRLENDWEATHERSTRIPPAD1T32B011328NTERLOCK6CREWWVER1T920B1TJ2BA9IMGAL1]33901]93BHEAWDUTI'ASTRAGAL
11324fi1]32dTOP6BOTTIXAMR
1T350
411J50
WEATIER6TRIP E%IENSICN (NUEC110N MOLDED)
H
1083
T168fi
f-1/2°X1°%YI"HIGH FIN REAL DUST PLUGS
72
8133
10133X
TANDEM ST. eTL. ROLLERA65Y.
n
8153
18153N
TANDEM NYLON ROLLER ADDY.
]d
SRICONE
DOW-BB9, WWA9fi OR GE-TI00
TB
8186
]B1B5%
GEMINIMORitCE 3-PLY DUAL LOCK WhONGTRM PUTS
T6
T1032X1FPFX
R1632X1'FL SS SCREW W/TYPE'F'TIP
l]
T10Y138
10.9291EEL9NC UNLIT
18
11958
81]350
Y188114'BEAD
10
1]35]
B1i35T
1•Ki BEAD
00
1]95B
011358
I11fi'BEAD/EBBED PANEL CUP
82
1T2d
BIP241K
VINYL 01h0 WEATHERSTRIP
03
fiAd6
1]d0
LOWEINC,1lY%1/1fi'SGL. SIDE AD". TAPE, POLYEM
100
BW2
48052
ROLLER ADD. HOLE PLUG
101
T20BT
JAMB BUMPER
102
1080
]I888
OUSTPLUD
10]
0108
T8180X
1'KEEPER
106
BFd
TSOKEEP
SCREEN LOCK KEEPER
f04
tT914
etT944
F0a_O PANEL CLP-0"LONO
100
1T352
01I352
FILED PANEL RETANER-N1fi' '
f0T
1)J9
T1139
HANDLE KR- INTERIOR RASED WITH THUMB TIRN, USED WITH RTS
f08
1T10
T1T40
HANDLE KR-MISED EXTERIOR HANDLE, USED WITH RTS
1W
1P1
181826N
HANDLE KR- RECESSED TNT. WITH THUMB NRN, USED WLRI R)5
110
1132
]8110
HANDLE KR-RECESSED E%IERIOR PULL USED WITH#T6
11f
T10%1¢PPSDA%R10
%Y¢•PX. PN. TEK-5.5.
112
1235
8)B1B
WSTP, .ZlO %.1T0-FIN SEAL
11I
1]12
84000
.1BP X.230'FINSEAL
ftd
110X115PPX
R10%1-Irz'
I15
110mPT
R10X1'
I18
T40%1%
R1b20 %1' S.S.
117
TZfI%112%
#10.20 X1-11r S.S.
11e
1T]9B
09930
900EGREE CORNER RECENER
119
1]]R
81]33]
900EGREE OUTSIDE CORNERASTMML
120
ti]3B
B11]3J8
BO DEGREE W6IDE CORNERASTRAOAL
12J
t1]52
B1TJ52
FWD PANEL RETAINER T/8'
0.718' 7 0.83'
2304' 0.752' 3.602'
0.752°
0.082' 0.574' 0.796" 1.183' 0.e85'
0.264' JJJ 0,080° 0.082" 1
�0.075'0.233" TO.Ofi2^
P-HOOK MOUNTING P-HOOKSCREW 5 FRAME t1 SILL 26 P-HOOK 20 29
SC
COVER OTRACK O- ADAPTOR OCOVER 0.080' 3D P-HOOK FOR BOX RISER
(8083-T6 AL) (6063-T8 AL) (8063-T6 AL) (6063-T6AL) (6083-T6 AL) (6063-TB Al.)
155' M121'
C-4'-0.080'2.30'1.488" 1T39'0830'0.133' 1-y1303'
0 1.600 0.0623.080" 1.870" 1.888'
.016" rTIC 03251.B74'2.44'3.125' 0.0B2°
31 135° CORNER 32 135° FIXED MOUNT O STANDARD STILE et HEAW DUTY STILE 82 INTERLOCK 60 INTERLOCK
(6083-TB Al.) (6063-Tfi AL) (60fi3-T6 AL) (8083-TB AL) DLL AF'?ER SCREW COVER
(0003-TB AL) (6063-T6 AL)
3.979'
LJLL 0.075'
1.645'
0.125
e] STANDARD ASTRAGAL
(8063-TB AL)
003'
0.757'
0.050'
D5 F XED
PANEL CLIP
(6063.T6 AL)
.550"
0.709"
0.080" _.-I�
FIXED PANEL
t08 RETAINER. 9/16'
(6063-T6 Al.)
0.2BY ---I
ea HEAVY DUTY ASTRAL
(6063-T6 AL)
+I 1.03" F"-
r 0.080" )
iI O.7709'
0.863
FIXED PANEL
123 RETAINER, 7/B'
(6063-T6 AL)
2.893'
' 4.125' D
1.050' 1.050,
1.845' 0.062" 1.304'
.289',611'
1 .�9'
ALTOPIBOTTOM RAIL OBEADNG
DD 0D 7fi6'GLAZING Te 3/16'81/4'
(6063-T6 AL) BEAD f1.G.) BEAD. FIXED GLAZING
(6063-T6 Ay PANEL CLIP StAD
(8083-T6AL) (8063-T6 AL)
1
0.050,
Fes- 2.826" �I
tte 90° INSIDE/OUTSIDE
CORNER RECEIVER
(6063-T6 Al.)
119 90° OUTSIDE CORNER ASTRAGAL
(6063.T6 AL)
MIT.OFAVM.1bifB
0.133'
4• ruunrq
120 90° INSIDE CORNER ASTRAGAL �'° 0141 �INN4y'I,
(8063-T6 AL) `:'�.4�.`•'•UCENyF':�C '.
No. 5e766
4 SGO-
22 y 2
A.
5.069" 8.562-
0.080"
1.211' 1.505'
f
0.081' O2-TRACK HEAD _ to 4-TRACK SILL
(6063 TB AL) (6063-T6 AL)
6.198"
1 21l'
0.081" O2-TRACK HEAD W/SCREEN TRACK
(6063-T6 AL)
L��8.526"
0.080°
1.505'
0 3-TRACK SILL
(6063-T6 AL)
7.105"
8.227'
0.080'
1.211" 1.505"
"0.081" O3-TRACK HEAD O2-T A CK SILL W/ SCREEN TRACK
(6063-T6 AL) (6083-TB Ay
9.142"
4.49"
0.080"
1 271' 1.5O5"
0.081" O4-TRACK HEAD O
(6063-T6AL) 7 (-TRACK SILL
(6063-T6 AL)
1.514"
1.260"
0.060'
0.062"
0.532'
.516'
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN
ADDON 12 ADD-0N
(6083-T6 AL) (6063-T6 AL)
REQUIRES MIN. 010 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
SEE SHEET 17 FOR SILL RISERS.
I (�- 0.060"
0.780"
1.990"
FRAME SILL SCREEN
13 END AOD-0N
(6063-T6 AL)
REQUIRES MIN. 410 SMS
OR 3/18" MASONRY
ANCHORS @ 24" MAX. O.C.
cERf,af, m fzclPe
16 3-TRACKJAMB
(600-T6 AL)
scO m I )YTS 1 21 • 22
1.872'
0.062' ���"`����f
gg
O.OB1'
SCREEN
40 STILE
(6063-T6 AL)
5.069°
y 1.045'
r
1.993"
0.062"
82-TRACKJAMB
a GREEN
TOP
(6063-T6 AL)
RAIL
(6063-T6 AL)
77 4-TRACK JAMB
(6063-T(i AL)
OA75-
1.993"
L 0.062-
SCREEN
a6 BOTTOM RAIL
(6063-T6 AL)
)ROWICfREVISpy
Ntlimlb�g Neu Flloe a
M. r•n6 newt
* :- N.. 58705
P.E.