HomeMy WebLinkAboutNOAMIAMI•DADE MIAMI-DADS COUNTY
• J PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AIIJ (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. T.ER 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 approve • described herein, and has been designed to comply with the Florida Building Code,
including the Hi elccd urr r " one.
DEseRIPTI N: Series "SGD-670" . inum Sliding Glass Doors w/ 90" & 135" corners -NI
APPROVAL CUMENT: tng No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets I
through 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., bearing the Miami-Dade;County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the M�attrr�C=anty Product Control Section.
MISSILE IMPACT ECG: None; App 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 Heavv.Duty parts and anchorage requirements. See sheet 10 for straight configured
units and sheet 11 for corner units. rockets & Egress requirements to be reviewed by Building official.
LABELING: Each unit shall bear a peinanent label with the manufacturers name or logo, city, state and series and
following statement: "Miami -Dade CQunty 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'o'ecur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NGA. 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 N6A 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 # I5-1013.14'aiid consists of this page I and evidence pages E-1 & E-2, as well as approval - —
document mentioned above. al
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
&0629.03
Expiration Date: Apri107,
Page 1
VI ..
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 06108116, signed and sealed by Lynn
Miller, P.E.
B. ' TESTS ; •r,
1. 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 Idahnis'Ortega, P.E.
,2. Test report on 1) AiAnfiltrafion Test, per FBC, TAS 202-94
2) Uni'form 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 drabv�ings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Tt 6ing Laboratory, Inc., Test Reports ]R.o(s) FTL-5979, FTL-5980, FTL-
5994, FTL-6002, FTL-6034'& FTL-6035, dated 08/10/09, all sued & 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 FB(-1, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per . BC, 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 draw)n'ss 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. Brinstn;>P.E (This file has addendum letter dated 08/14/14 & marked -up
drawings dated 08/19/14 Rijrevised interior astragal marked -up 6 vgs dated 11-11-13, all issued by
Fenestration Testing "' t
3. Additional REF supporting test # FTL 5254, FTL 5980, FTI., 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 414-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets 1 thrq_67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies witli!ASTIvIE-1300-02, -04 & -09.
`:z11 5 Ishaq L Chanda, P.E.
Product Control Examiner
+- NOA No.16-0629.03
Expiration Date: April 07, 2020
Approval Date: July 2l, 2016
E-1
f
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 (submittedunder file #14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5"' Edition) and "No financial
interest", prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
L This NOA revises # 15-1,013.14, expiring April 07, 2020.
2. Test proposal # 16-612.5 :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 6/4113 & 08/12/13 approved by Jaime Gascon, P.E.
5. Test proposals No(s) 00-0177, 0177-A, B & C approved by BCCO.
Isbaq I. Chanda, P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07, 2020
Approval Date: duly 21, 2016
E-2
I
SERIEM7O, NON -IMPACT RESISTANT -SLIDING GLASS DOOR
INCLUDING POCKETS & 9O011350 CORNERS
GENERALNOTES
i) GLAZING TYPE OPTIONS: SEE TABLES, 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 El 300.
3)ANCHORAGE: THE 33-113%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, ANSHAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENVFLORIDAISUILIO NG CODE, INCL!DING THE HIGH VELOCITY`HURR'CPNE ZONE (HV'4Z).
3) DOOR SIZESMUSIBE•VER;K40 FOR CO,.SPLIANCLWITH EGRESS REOUdL} fET_ uR-CL?.:.I:,
FLORIDA BUILDING CODE, AS APPLICABLE. --
TEST REPORTS: FTL-5254. FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL6002, FTL6034, FTL6035,
FTL-7554 AND ATI 72138,01-1401-18
TABLE A
Gmup
Anchor
Subslmte
Frame
Member
Min. Edge
Distaros-
Min
Embedmert
1
IWEI.Ulbecon
COlrcmte(mN.;eS e0
e S m0
1'
Id/0'
0n9mNed CMU.(ASTWOBD)
Jamb Only
2-117
14/4'
Gmule4 CMU AB M
3 bON
2-I1T
134'
2
111111.410
GObFba
mmte (Min, 3.35 Mv)
WBWSilVJamb
1'
134'
Jamb my
2a/T
41/T
P.T. SOu0em Plm SG=0.55
HeaNSINJamb
1'
1.395•
Oo..te (min. 2.05 W)
wedisll
1•
1J r
1/4' El. Ml,ec
An Vad CMUA51MC )
Amb only
1•
1-1/4'
J
a1; 166ON10
S.S.SMS,
(mN.1l Weetls0n)
P.T. SO rn Pine(SG-o.55)
W.&SOJam
9110'
1�6-
NumNum, 5003T'
*.dfSiIVJamb
weO.lO
SM4 A36-
Shel Stu4. AM Gc'w'
Hm.dfSIWAmb
Ha.&S9VAmb
WB'
WB'
005P
aW51'
1I4-EE016-B S.S.
AAAmGe1o7
CO .nna "h. 3.275 Ks0
M.WSIWAmb
MIT
IS v
Urymub4 CMU,(ASTM G901
Amb only
T
1-V4'
Ow dl GAL IASTM O90, min. 2 Kel imud
J !`"
T
2'
P.T. Soumem Pire 5d0.55)
Hle4:Sa/Jemb
Y
W/9'
_�
4
__
{H25beISMS GS,(_`AIun6:um,LG3S'
DRba•it thn3Es0n)
�, P.T. SuuNem PNO GG=0ss1
FieaNSlDJemb
9/IB'
HeadSlVUamb
WB'
Q06J'_
UW3
Hea4/6INAmb
W01 -
4050'
Steel Slutl,A6G3 W. Jr
HeONSINAmb
WB'
0.0451'
• MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION,
"P-HOOK INSTALLATION REQUIRES 2.693' MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR
ALL SPECIFIC P-HOOK REQUIREMENTS.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12' THICK PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4' THICK & 340O PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT
TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30H FELT PAPER OR MASTIC IS
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TARP F R SFF ❑FTAPLS ON SHEETS 4 AS'
Glass
Type
Description (Listed fiom E49edarbD latedor)
' "'RED GIAGS
114' TEMPERED
W
PI. S- 5'8'AIRSPACE+ WIG' TEMPERED GLASS
G2A
i'I.a:1/4'TEMPEREDGL W;i@ AIRSPACE41/4'TEMPEBEDOUSS
a3Cn3
—• I f ..QFAU VSNO
SHEET
NOTES.............I
CONFIGS.......... 23
DESIGN PRESSURES.......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15,16
PANEL / SILL TYPES.........
17
CROSS SECTIONS...........,
18,19
rA:SS _i_:.......................
20-
EXTRUSIONS ....................
21,2E
STANDARDS USED:
;2014 FLORIDA BUILDING CODE (RIG), STH EDMON
-ASTM E130009
.ANSVAFBPANDS-2012 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2010
�AISIS100U71SZ-2010
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1, 2430N NOTRATEDFORMISSILE
SHEETS B, 7 a a IMPACTRESISTANCE
GENERAL NOTES AND MAP
SERIES 670 ALUM. SGD - NON -IMPACT
Pra n
acoa79 NT8 1 + 22 PGT0128
Y` GCEry3.`'.'f4,:
6 TE -F -
F
A. LYNN ML1EK PE.
'P.E.356705
EXAMPLE -CONFIGURATIONS
MAX. UNIT WIDTH
WIDTH
NOM. PANEL WIDTH
HIT
NOM. PANEL WIDTH
PER TABLES 1-3 A
PER TABLES I-3
MAX. UNIT 13L
t aMAX. UNITHEIGHT t I ip HEIGHT
PER TABLES I-3 iG� PER TABLES 1-3
I
PocrEr I ik
1-PANEL f 2-PANEL
::;:CONFIGURATIONS 'Y c, u CONFIPUF
NI • - MAX. UNIT o ..,
NOM PANE VIDTH c` _ NOM. PANEL WIDTH
PERT LESI-3 PER TABLES I3
1
MAX UNIT 9
HE HT t 9
'ERTA LES 1.3
z St MAXUNI
gay HEIGHT
y@}�'w� PER
C � � TABLES it
w
N
3-PANEL CONFIGURATIONS
1 1 13
IAX UNIT WIDTH
NOM. PANEL WIDTH
3 -y
PER. -TABLES 1-3
MAX. UNIT 1 s
1
t
19
/
HEIGHT
PER TABLES I-]
J1�
5-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES: -
.4. -
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
-
LOCATIONS USING DETAIL 'Jw', 'Je, -Kw- OR'Ke INSTALLATION.
EXAMPLE: 4-PANEL X)= IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pX%XX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
.f
2)90°8135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3)FOR NOM. PANEL WIDTH, SEE TABLES I3.
wogw
-X'=OPERABLE PANEL, -
2 1
-0'-INOPERABLE PANEL,
PocxET w
'P" =POCKET DETAIL LETTER
'W = WOOD OR METAL INSTALLATION
® G=CONCRETE INSTALLATION
SHEET,NUMBER
--
MAX.'UNIT
OLD WIDTH NOM: PANEL WIDTH -7'
DLO HEIGHT = DOOR UNIT HEIGHT - 10. 125"
a t
3 12 13
PANEL HEIGHT DOOR UNIT HEIGHT -1366'
i
I Q
1
,e
I °� /ROWCTYEV6EY
i �"g .m.Mlw.Hn u.FLA4s
Aro:.mow1-d2.03
z/
9 E.jv.l+o-ce
Poc
.
_1 r___� feM kE ''•••
4-PANEL CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES
—
jwo0 MAX.
UNIT
W
HEIGHT
II= PER
/
/
o /
/
y�
NOW
2. MIS
-Bp
� s TABLES
1-3/
/
SHEEU.
PprXEf i
l
e R;DR
$ I
C'1 .1
CORNER, TYP.—(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
�o I NTS 1 2 - 22 La_ PGTO128—
�ONC;1Y
f.,
r-
ALTILYS.IIIl1=K P.E.
PEI M70
,'Y
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
NOW. I
PE
MA}
HE
96"(
41R. R. a CE4 L7i nT.. l?i
��87iC>•�F7•CsfUl
�,',•�
m
m
m
m
m
iFlQ�1
�
m
Ql
m
m
CONFIGURATIONS NOES: I'
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'J.,-Je•,'Kw- OR •Kc' INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE-
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
J I
1 ia�
2)90°8135• CORNER CONFIGURATIONS CAN BE A COMBINATION
3 e
OF ANY 2 STRAIGHT CONFIGURATIONS.
nD
3) FOR NOM. PANEL WIDTH, SEE TABLES IJ.
•X'=OPERABLE PANEL,
:0'- INOPERABLE PANEL,
1
p•=POCKET
6-PANEL CONFIGURATIONS
- ,DETAIWOD OR
L LETTER -! . ,.. k`; .:�• ._MAX UNITWIDTH .® •�= ONORE EhiNSTALLA ION INSTALLATION
f IIO.
NOM. PANEL WIDTH 1 13� , SHEET NUMBER
PER TABLES I-3
MAX. UNIT
HEIGHT
PER TABLES 1-3
m
n
m
m
m
-
m
m
m
m
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNITHEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT -1.866"
• •
n!y42d u�.ai3d�aum
�®��I'7
iC>•�E7
MAX. UNIT WIDTH
NOM. PANEL WIDTH
iPER
fliviE)XKIiC)Q�
TABLES. 1-3
�e>'�v
m
w
Qr w w m
iu
term
MAX. UNIT
HEIGHT
+000fl REVISfp
w.M��[.In Ue ReAd.
e.amsrM.
AmP4v Yn y ?I�i
Fiprlr Ru
8-PANEL CONFIGURATIONS
r
-k.
3 1
-
:i I
r6; ;4_
P�.
P.
Coro TEcxrrotoovoRrvE
N. route R.4a1s
EXAMPLE CONFIGURATIONS
''� ��O1Jr•..t. �'��.:..,
LERPE.
P.E350705
SERIES 670 ALUM. SGD -NON-IMPACT
TS3_FJ4
N
e$2 PGT0128
I B
Os-
CBff. CFAUIH.Pffid9
-MPT
GLAZING DETAILS (G1 & 31A)
- 3/16" T GLASS
Ta
EXTERIOR
a
1
3/4' NOM.
GLASS
SR
]9
EXTERIOR
r
50
3/16" TEMPERED GLASS, TYPE G1
raaoucruvlsEo
Ywr�Tinc rvlq the ilnM.
Wl:rrfmr
AnePW. n� -e6 .aj
e.rl.rr. m.
/
raa
ecw�
EXTERIOR
a_
3GLASS ASS
G1
er
VIED GLASS, TYPE 31A
GLAZING NOTES:
T = TEMPERED
eulcmu ucTruw
SERIES 670 ALUM. SGD
-ac m NTS -4 • 22
iio. 5Z705 ''T '�
r..=
A. LYMI I :co P.E.
P.E.058705
GLAZING DETAILS (G2 & G2A)
SILICONE
HOT -MELT BUTYL
STRUCTURAL
1' NOM.
SILIWm
STRUCTURAL
114'NOM FOAM
i VlVNOM.
POLYISOBLRYLEN
WITH
3116'TGLAS$
WITH DESICCANr
OESICC T
51S' AIR SPACE
EXT. GLASS
EXT. GLA65
3116' T GLASS
74
EXTERIOR
-IM. Gf
INT. GVSS
1 83
1244x7
3GLASS.
KODISPACE SUPER
12f
'
GLASS
qSG TPS SPACER"NXT'"
„
SITE ..
55
ALUMINUM
REINFOROEMENT POLYISO-
DESIOCANT FILL AREA
1.. I.G. GLASS, TYPE G2
BUTYLENE
5/te'NOM� SEAL
6116'NOM.
BUTYLB
SILICONESEAL
DESICCANT
ROLL-MRMED
FRODL' rUEMD
FOAM
STAINUSS STEEL
wmoPblFB�lle Ftel6v
EXT. GLASS
((•OL2(/O3
V NOM.
EXT. GLASS
Erp6Miv�DY 3
�S L�
IN
1!4' T GLASS
INT. GLASG
IMF GIABB
12' AIR SPACE
i/4'TGLASs
74
DURASEAL® XL EDGE'"
1ze 12,
E%TtRIOR
SPACER SPACER
83
-124ly
374'NDM. _.ter
PurtB - ,,.Qemlptlon ,_
'
Mnmrial
"
GLASS--
124 Kammadllp 4SG TPS $pacer Systen
SITE
126 QuaneX Super Spacer nXT with Hat Melt Butyl
See This
_
128 Q.a . Qu.0al
Sheet for
Materials
>e
127 Cardinal XL Edge Spacer
55
REFERENCE IESTREPORTS: FTLd71T, BEES 88BT0
"
J'1 LYNN A;/ q�7
1" I.G. GLASS, TYPE G2A
GLAZING NOTES:
'T=TEMPERED.
lafpreufmc
cmr. oPA6M./IDPW
®
VVf[Arvv YG/Vw
SERIES 670ALUM. SOD -NON -IMPACT
'FSSIONPL
CYNNMILYF�iL PE
RErt5B70.5
.
uR
dvlmu
66p6)d
NTS
6 -22 PGTO128
_
S
TABLE 1:
Design Pressure (DP) and Anchor Quantities Required, (for al! approved eonsgurations on Sheets 29 3)
Forcomc astragal mchorege on 90' or 13V cmwr MRS, see seats It
Tale tipples to all Gress typae end
useStMeAvregal type; shown below.
PmOAx(•) W may be lm6ed by
Table IA
pmruna
Heigh
BD•
Mir DLO
&'
73-15'GLO
Y10' 0
'
Anceor Gmup
Anchor Gmup
Ar,c asap
Ctv muP
77 2 J <
1 2 a 4
1 2 3 4
I 2 J f
1T
G nPressurt
•900/427.1
..a,_120
•90.0/410.0
+90,6/-1029
HeeNaill
GH
GN G+1 G+I
G+1
G+1 C4H G+1
G•1
G•1
CM1 G+1
G+1 G+I
C/+l
G+1
DIA
Amp
e
0 a B
B
1 B 1 0 1 8
8 1
B
L8 a
e 1 8
1 0
1 8
p400k
6N
8+T 6•] 8•]
AB
T+8 A8 7•B
1•e
7+8
A 7+8
7+87+6
1 1+8
1 7.8
n Prasswe
+50.014063
•900/-1002
+90.0/-022
+853/Ad3
2P
r H "Il
GH
G•1
G•1 GH
G+1
GN GN G+1
G•1 G+1
4>1+1
G+i
Ch1 G•i G+1 G+1
0
Amb
B
B
a e
518
1 e 1 8
e a
e
8
6 8 1 0 e
PJlmk
0+1
B•
8+] 0H
7+B
1 7.8 7+8 7+8
7+8 7+8
1+11
1-5
obs-n Pieavue
•900/A2.9
+8L3/A]9
•eft
/d0
-73.61-lab
2Y
Iead/
G•1
G+9 G+2
G•2
G+1
GN
G+1
GH
C4+1
CA+1
G•1
7
CNt
rA•1 I G•1
I G+1
�,
0.G
v
I 0
I0 8
0
8
1 ti
8
8
8
a
8
8
8 B
1 a
P-0mk
1 6-7
1 6-7 1 6+7
1 6+7
7+8
1 AB
1-8
7+8
1+a
T+8
T+8
T+B
7+d
7+B 7-81
7+0
DasuftPanotal
+107/837
•TBd
NH1
Hf.B/416
46.8
9I
®
,2,
J6`
" ^+HeeNBa'f^
G+2 G@ G+2 C4+2
G•2 G+2
U+2
Gt2
G•1
G+1,
G+2 G+2
GH G•f G+2
Imo'
IRO
•T
Amp'
8_. B,jI a a
0 8
6-
0
0
8
B ,i
2+8 1-0
, 0 8 8 8
/+b-T+, 1+0 >•a
TP-0nOK
6,7e•i 8.7 BN
AB AB
7+B
]m
T+8
7+6
4
G'nPiessure
.n.v-na
+720/-72
•65.5/-00]1
•610/450
41'
HeIM5Xl
G+2
G+2 G+2
co'*2
G+2 G•2
G•2
C +2
G•2
G+2
G+2
G+2
G+2
G+2 C4+2 G•2
Me
Amp
0
0 8
8
B 0
8
a
8
8
0
8
B
8 0 8
P ask
0+1
6+] 6•]
6+7
]*8 I+8
7El
]+8
T•0
1+8
7+0
7+8
l+9 ]•8ate
aPros6ma
•n.3/-025
veld/A
+61.0/41
+54.7144.9
4n'
HesW5il1
G•2
C4+2 f ,2
C1+2
0442
G+2
G
G+2 G+2
G+2 G+2
G+2
G+2me
� Amp
B
0 8
0
8.
0
8 0
0 8
8
8 tl
As
832
6.,
BN 8+
8Q
7+8
T+0
T
l T+a
+8 AB
T+8
Too
AB
]os'n Prances
+tl.1/d9.1
+6dW-64
+57.6/d1.6
.w.e/ao.e
NeaN5J1
G•2 G+2 G•3 G+3
G+2 G+2
C4+3 CI+3
C4+2 G1+2
G+2 C4+2
C4+2 G+2 C4.2 G•2
me
Jomb
8 e 8 8
e
e
a 0
8
0
8
e
B
B 8
a
PAmk
B+T 6+T "1 621
121
A0
- T+8
7+0
1+8
T+it
I 7•B
I 7.0
I AB I 7.8
1 A9
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 - 1.856-
TABLE IA:
F
OH LENGTH
OH RATIO =OH LENGTH V. rc
OHHEIGHT x gl OH RATIO 21
^\ O
SEE NOTE 3
W Upvl
NOTES:
)ti POSITIVE PRESSURES IN TABLE 7 ARE ED ON THE USE OF THE 4'SILL.
WHEN USING THE 2-1/2- GILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING
E 3-1/4' SILL, POSITIVE WATER OP IS 60.0 PSF MAX. WHEN USING THE 4' SILL,
'POSITVE. WATER DP IS 00.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE
1A. h
3) 4', 3-114-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 7 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.
SHI Height to Mart. (+) DP
(Water In4lbation Rating)
Gili Riser HelgM
(+)Design
(Plata Box, see
pressure, psf
Sheet 17)
FWsh-1-7/Y
see note3
odium-&7/4'
+60.0
Jtt IVV I tb TJ
n ol.mC C 1A A 10 Frl. 4SCFMRI V nFTAII R
nr=rV1.1Vrvnuua!-wrw,,...........
�........_�.-.-..L..-...
Straight Astragal
Lockstlle@
90-Astragal
Lockstile9
135'AAragal
Lockrtile L4
IntenO.k ,
_ P-hook
locksllle0l)amb
Assombly(
Straight Astragal -
rr^mbly
go. Astragal
Assembly
135'Askagai
Standard Stiles
Sunda rd Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
-Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stilt
Astragal
Outside Corner
Outside
Csl e
1.Standard
Corner
1��I�-{(�
-1
Comer
Comer
Came
Outside
i1
Insdede Comer6
Comer
Part t160 (x2)
Part p60
Part gfiO
Part 060 (Stile)
Pan t#60(S iagal)
Part 860
Part 451(SCIe)
Part 4118(Corner
Pan #119(Out.)
Part 8120(In.)
Perm (Sule)
Parts 831&032
part H62
Receiver)
(Com. & Fad Mount)
.... .. -.•�.. j rfwr.orAum.rwse j .
6•.a 22 -1 PGTO128
'- N.. 58705
I` 6
ivn:::� ;c;+_
, fs
TABLE 2' TABLE 2A:
.•- s " Design Pressure(OP)and Mol,or Duca60es Requlrad,(for all approvttl con#eumd#na or. Soft 2A 0)-
ewcomas vapsl sn<lorey on 90-cr 135" carer wM, see OWN 11
Cow Unll
HN N
TAW spies to a0 GWs 1,ve and
�-
8B
tOT
18-
t..
+N'
Un BaIdANrpN types aio
B&]2'd-G
m
] ]/ m0
B'
BS
-01-t/S DLo
]-/8'OLG
1-IBG--p
]/ 0
MIW Pcoem(+) DP may Fo
nc GmuP
ArcMt loan
rc wP
AncMrGmup
Anc w rtu
ric
rc mGrtup
Gap
J.1w G}Tech 2A.
1 3]<
1 3 3 0
1 RO1 ] a
ZEEIZ=4
123 0
ms Pressure
r90,0/-1 0
a8a0P/JAO
-1
a f10rpO.OPBB.O
+Po.OPD:.O
rB80/-0&0
f]-
Headsill
G+1 CN1 G+I GH
G+1 G++ GH GN
UN+G+1 G+1 GH
GH GN CM1 GN
GN Grl G+1 G+1
G1 GH GH G+1
G+1 GH G+i GH
G+1 GN G+1 U+1
14'
m0
Jame
e
e e e
e
e a
B
B
e e e
a
a e 8
fo
ID to ID
1B
l0 lu
l0
10
1D 10 +0
m
l0 m
+o
PLcok
BH
PB ]+B 7a8
h0
irB HB
]+8
]+8
]+9 ]+B ]+B
HB
PB ]+0 ]+B
B+B
B+B 6+p B+p
3+0
1 &s I B+D
I a*v
0+10
pH0 BNO 8+10
9+10
Br10 9q0
8+10
GSI9n Pnyo.
r90.0/-111.0
+900/-N30
.9dol-1a29
a00.0/Ay y
+asvl-nSB
r90.0/-D➢.1
190.ul.,
rOZaIdLB
23'
Wpdall
CN1 CSat La+2 L5+2
CA1
C3+1 C5+2 LH2
LAI
CN1 GH G+1
GH1 WN 21 WH
GH G+1 C5N GN
WN GN CH1
C9+1
C5+1
CS+t CSa+ LSN
Wrt W+t WN WN
so-
mo
Jamb
a
a 10
l0 8
f0 m +a
10
m
l0 m
l0
10
m 10
+0
101
10
m
t0
PLwF
l+a
B+0 a+B
a+9
]+0
&B b9 Br8
]+B
B+B Bx0 Ba0
]IB
&B
B+B +B
B+0 8+0 e+p
8+9
B+B
B19 B+p
6+B
9+10
BaiO 0+10
BNO
onto
.10
a+10
Wlo
tooPressure
+W..0/-123.1
.900/-016..4
+200/4017
+ayol.n9
rves/-0U
IB9J/JIS3
ae3VHesdbl4
W+2 C5+2 S54 C5+2
C5+2
W+2 W+2 C5+2
C.5+2
U+2 W+2 L 2
Wr1 LM1 C9+2 G+2
W+1 C5+1 2+2 W+2
CSH 011 C9a1
Ca++
rt
C"l
C5+1 CS++ C5rl U+1
DLO
hmha10B10
8
e
0
10
G
F 0 10 8
f0
10 10 10
10 10 10
10
0
10
10
10 1
748
0+p by
a+9
]+0
a+p Br0 e+9
]+E
8+0
8+0
6+0
7+8 Sta bB 8+9
8+9
B+9 B+9 [+8
8+9 B+0 &B
bB
10
p+10
-O
&10 W10
B-10
Demon P..
+BOD/AffA
rDOW-f01.5
r90.0/-m1
+fi]8/ore
ra},3/81a
NS1/dS]
a9
A.-o
+850/-0e.5
I§..b
C5+2
W+2 2+3 Ca+2
W+3 C6+R CSr2 CN2
CY3
C9+2
C1+2 2q
2r2 2r2
C5+3 Ca+3
tlr2 2d 2+1 2+3
Ca+2 C5+2 W@
C5+2
5+2 2+2
C5+1 CNt CW Ca+2
4Y
LD
0
B 10 0
8 B
10 8
0
8
10
8
0
8
10
B
10
10 10
10
10
10 10
10
t0 10
to
+0 10
10
108+B
No Bao
9 10
0+1D
0100
fF
51
'�-
L!+
C5+2
G '+
real 05+2
CBa2 C°.+Y
CS 2
+2
G+2
25.2
CS 3 C5. ,� ^_)L
�I. r-2
CIl W..2
W+2
CN2 L5+2
Cw2
'x2 ST=i2TC5+
m0,a_S
Jayne.
8.',9�
10
r0�-8
B'-TO
'8
0^'
'6
10' 10
10 10
10''10.
ID.
10
'tOr 10.10 10
10"10
1D dog
P1esk
-0+8
B+0 'B+9
&0
7+6 a+9
BW Br➢
7+5
F10
8-0
aH
}+9 a+a 6+B B+B
N9 be
8r9 8H
6+4
8+8 0+0
a+B
0+10 W10 pN0 B+10
BHU BHO
BNO 9H0
G,
Po.
4T
mo
Wagn PreSdure
+810/ALO
+I12/-11a
+59.8/{AB
+a1B/N.8
Notavalleble ln#le5esizes
IkedBd
G+2
4a2 tons
W+a
G+2
01+2
2+2
2+2
G+1
1 G+2
0+2
0+2
G12
G13 Ca+2
CS+a
Jame
e
I e I 8
e
a
B
e
a
a
8
e
e
e1
0 I e
e
Plwok
a1]
]+e ne
]+e
1+8
7+8
7+8
T+B
]+e
T+8
]+e
7+8
T+a
7+9 1 7+6
]re
mSY0
Daw ens. r
aG
+G]TaB+
/a]e+3.83
+Ue60/85.0
/ a
Ma D2
1bP1W4+cm6o0Y 10
C&MB
+
aW+aU+
r2
0
Ge+2
2a+2
e
]J
Ba.nUNaa.
BJ
he8
+8
HB
]+e PB
HB
Sill Height to Man. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(1)Desgn
(Flat m Bo%. see
Prassum, psf
Sheet 17)
Flush-l-tlY
sea rote3
Low-2-1/Y
.a6.61
Medium-3.1/4-
+60.0
Hgh-4'
♦gp,0
!.Yaacten��lxi
--0LO WIDTH.=
�NOM. PANEL WIDTH i-
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.126'
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866"
kstile@
O= EXAMPLE ONSHEET 9
eRObUCrR6YI6ED
Ik FbdBa
mi,
AND SHEETS
18819 FOR ASSEMBLY DETAILS.
DeN
WrslaBeNs�/L-oL e$
136'Astagal
Lockstile@
EBlrsllsa Dele H
Artragat
Assembly
136'Astragal,
Lockstile@lamb
6tralsse Astragal
stra
9Assembly
Lac
Interlock
P-hook
Assembly
Straight Astragal
Straight
Assembly
90°
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-cuty5tile
Heavy
Standard Astragal
Outside Corner„
r*_Y�I�f��Jll.
Outside
Carder
Insitle �4
Corner
ins de
Coiner
outside
Inside Co
CDrnet
Pan 9611%2)�
Part#61
Part#61
_
Tart #6 Igtile)'^="'
Part#61
pert U1 (ST�6,',
Pad #118(Corner
Partp1.19.1o1rt.)
parZpl2Uhn,)
Part:ml(Stile)
Paris #31&932
1�, i
Part#fil
part Jlu7 (Astragil)
Receiver)
(Corn. & Fail Mount)
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4-SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX.
WHEN USING THE 4"SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
OH LENGTH
3)e,3-1/4'AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1/2' SILL IS NOT AND MUST ONLY BE USED
WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS
`*:
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR i.
OOI OH RATIO
WATER INFILTRATION. p
c
_
f1a.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6 DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH
OH RATIO=OHHEIGHT L
-m'-
f.
`�/^,}.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
SEE NOTE3
s+a •tijC_
trap
m
n..w.
laro rEGmnLa+yaan•E
awe
DPANDANCHORAGE
< (�;'
MVBaCE, Fl.912/a
'r'11 tE .
SERIES 670 ALUM. SGD -NQN-IMPACT
JR
0:lLWf4
- -'` `r'"'
2kr. oPAt/m.avm--•
scoa7D...
iJTS
7 s22
nrevn
PGTO128
B.
A. LTNN MILLER, P.E.
- PE#5B7BS
t
'y
TABLE 3:
Design Pressure (DP) and Anchor Quantities Required, (total[ approviod eorgguratlono on Sheets 2 & 3),
For comer oatmeal anchorage on 80° or 135° comer unite, sees Wet 11
Table applies to all Glass type add
Me Stile/Astragal "a shovm
below. Pmitiw (+) DP may be
Omitad by T.N. 3A.
Door Unit
Hei6ht
84'
Bm
98'
64i/8" DLO
GL
T3-T/8' OLO
]9-T/e' DLO
B ]/e
Anchor maps
AncMr male
or Type
Anchor 79W-
1 2 3 4
1 2 3 4
1 2 3 0
2
1 2 3 4
1.99We
+
♦ -
+ -
i -
17°/S01
GM G+1 G+t G+1
Gat G+1 G+1 G+1
G+1 GN GH G+1
GH G♦1 Gat GH
2V
DLOb
0
3 9
8
a
0 B
6
6
8 ti 8
B
B
B
8
ook
8+T
Na T+a.
T+e
T♦0
AB NB
7+8
T+6
]+6 ]+0 T+e
T+8
T+8
T+B
T+a
resswo
.90.01.159.5
♦900/-150.3
+900/-1W..2
+90.01428�,23-all
C5+2
C5+2 C6+2
G+2
C5+2
G+2 G+2
C6+2
C6+1
C5+1
CB+2 C8♦2
C5♦1
C5+1
C8+DLOmb
RH
a
e 10 a
8
a 10
9
a
8
to 8
8
a
10
8
P.k
8+B
9+t0 9+10 9110
8+B
8+10 9.10
9+10
8.9
9+to
9+10 a+10
8+B
9+10
9+10
8+10
ecama
+90.01-139.4
+90.0/-f309
+9a0/420
+900/-/186
29'db9111
CS+2
C5+2 CG+2 C6+2
C5+2
C5+2 G+2 G+2
C5+2
C5+2 C6+2
C8+2
C5+2
C5+2
G+2
C8+2
36'
DLOmb
8
5 10 e
6
B10 8
0
a 10
0
8
0
10
8ok
a+B
Pic 9N0 e+10HO
9 109+10B+B
8+10 8+10
9+f0
B+9
9H0
9+108+10es
roll urd�
1;e
+90.0/-125.535
t
C5+2
C4+2.M+2
C642
C6+2
G+2
+2
C6 2
>2
CS♦2
G+2 Hq+2
-C6+0
C5.2 C8+2 CB•2
a
4T
DLO"
,..!Jamb-.ao
e
a U. 10
a
8
8
tD•SLB:.
Ask.
Ja.
YO 6'-
8
8 10 B
P4Pok
0+8
9+10 9+10
8+10
s+9
9+10
9+10
9+10
9+9
9+10
8+10 8+10
9+8
8+f0 9+10 8+10
Design Pressure
+9d0/4157
+90.0/406
+50.0/Aa2
+90.0/-90
2
41-
Handball!
C5+3
C5+3
G+3
C8+3
C5+2
C5+2
G+3
C8+3
C5+2
C5+2
C4+2
C6+2
C5+2
C5+2
C6a2
CB+2
4B,
DLO
Jamb
8
0
10
a
e
a
10
8
8
6
10
a
8
8
10
a
P41o.k
6+9
9+10
B+1D
9+10
8+8
9.10
9+10
9+1U
8+9
9.10
9+10
9+10
8+9
9+10
9+10
9+10
Design Pressure
+s9/63
+1].2/-772
+018169+8
+62.8/A28
Hea&SIII
C1+2
G+2
C5.3
C5+3
G+2
G+2
C5+2
C5a2
G+2
G+2 C5+2
G+2
a.-
50,
Jamb
B
a
a
8
0
8
6
6
8
8 8
6
8P4Pok
6+i
7+B
7+8
T+a
7+0
7+8
]+B
7+8
Aa
T♦B T+0
HB
7+8Design
d47
P....
+M.2/-TB2
•T3.3/-733
+66/66
+58/68
G+3
G+3 C5*3
C5+1
G+]
G+3
C5+3
G+9
OI+2
C4+2
C5+3
CS+3
G•2G+2
G+2
G+2
�„H.Bdb$Il
Jamb
8
8 8
B
a
9
a
a
8
8
8
8
8
8
8
8
P4xnk
6+T
7+0 7♦0
7+a
7+8
1+e
]♦0
]+8
7+8
1 7+6
1 7+8
1 7•e
1+9
AB
T*8
TB
FOR EXAMPLI, ON UbINU IAHLt, Set critt 1 1.
OLD WIDTH = NOW. PANEL WIDTH -7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT -1.866"
TABLE 3A:
Sill Heightto Max. (+)'DP
(Water Infitlration Rating)
Sill Riser Height
I.) Design
(Flat or Box, see
pmssum, pst
Sheen
Flush-l-V2°
see note
Low-2-V2'
+46.BT
Mantuan
♦60.0
High -4'
+90A
SEE NOTES 13
OH LENGTH
S ¢
2j oOl OH RATIO a
1 O
OH RATIO= OH LENGTH
OH HEIGHT
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN .
•"USING THED 1/N, SILL, POSITIVE WATER DP IS 60:0, PSF MAX -WHEN USINC THE 4'
"SILL`'POSITIVE WA�rRR OF Is QO.0,PSF MAXNCGATIVE PRESSURES UN-HANrrpl.
.. ..•c: «may
.SEE TABLE 3A •:�-•f -
3) 4", 3A/4" AND 2-12- 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 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 WAl'ER 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. ..
OUCt REVISEb
havah, Canal lie PoHd4
Moss {e No
Earrrrye 4N_ r�sv1 • 3
)NS AND SHEETS 78 & 19 FOR ASSEMBLY DETAILS.
Lncis[fle (rya 335'Aslmgal LOrkstlle la -, 1.1}a13bAewaatleel Camay
e03Aniagal Assembly 135'Astradal
Interlock
- P-hook
'Lolikstlle@)amb
StraghtAtrgal
. Assendbly
Lockstile Ca.
Straight Astragol
90°Astrgzl
Assembly
Heavy-duty Stiles
Heavy-duty Stile
Heald-dury Stile
Heavyduty S111e
Heavy-dutyStile
HeaWduly Stile
Heavy -duly S[Ile
Heavydury5tile
Heavy-dutyStile
Heavy-duty Astragal
e�
Outside [omega a
Inside Co
Outside
Cornet
Insid��
Comer
CoInsme,
Corns
outside
Corner
Part 862(x2)
Part661
Part N61
Part68(Astragle)
Part a6B (Astragal)
partMil
Pan
Part 9118((Come,
Receiver)
Part U12019 (in.)
Pan p12011n.)
961
pars pal(&t#32
(Corn.&Fxd Mount)
Part N61
SERIES 670ALUM. SGD - NON -IMPACT
v+eb
sooe7o.. NTS 8 w22 PGT0728
Ho,
A. LYNN MILLER P.e.
Be - P.E.M150]O6.
I� w
NOFRAME .7+8'P-HOOK ANCHORAGE CONSISTS OF: L_ - SEE"CS'CLUSTER
SEE JAMB (7) P4i00K ANCHORS,' '" SEE'C5" MAX. UNIT WIDTH' •DETAILS, SHEET 10
SPLICE -... REQUIRED Q (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR SEE °C51CLUSTER DETAILS, FOR ASTRAGAL
EXTERIOR PLANE) SEE TABLE 2. SHEET 7 REQUIRES "C6° SHEET 10 FOR INTERLOCK 24" MAX O.C.
NOTE, INTERLOCK CLUSTER. SEE
POCKETS DETAILS. SHEET 17
THIS AND �.� 60"NOM. '
SHEET SEE POCKET MOUNTING
i-______ _ x y PANEL WIDTH x s•
JAMB MOUNTING 'x �I? /n
INSTALLATION, ADAPTER x
THIS SHEET ANCHORS MIDWAY 1 L 3 MAX x x x�
' & SHEET 14 BETWEEN P-HOOK 'aI 4 PAIRS OF
r� ANCHORS &AT 3" J1I �a x=FRAME ANCHORS
FROM TOP& ip I® I ANCHORS 96' (TOTALS
BOTTOM �o.. 14" I O UNIT x 21'MAx. ANCHORS)
�`> MAX. O.0 �}--�I1 HEIGHT O'C" PERJAMS
4.051" "MAX. TO OPENING iW& ®� 14'Mn%. O.C. Oa=P-HOOK (SEE JAMB
EDGE OF POCKET SEE O ANCHORS n x�
INSTALLATION i � � 10 A DETAIL
DETAIL.' LIN Kc', IoBg �ol mD=p HOOK BELOW)
END PANEL SHEET 14 & PART n @ I MOUNTING
ANCHORAGE. DETAILS'J'&'K'. Taw}%I lol T-3'Mla. ADAPTER
`24° MPX. (2 ANCHORS)'- SKEET 19FOR a ;� ®1 .I �`i. .... (ANCHORS O.C. .. P-HOOK I B'MAx Icr—t .I__ , _ _ _ i '-•.•
"+2" ANCHORS x, x 1 - x x ✓~� END PANEL
ANCHORAGE END PANEL '� x n x x x x x 6"MAx ANCHORAGE(SEE
ANCHORAGE ` x x �ry2• �,�2" SKETCH BELOW)
(SEE SKETCH BELOW) `°.�2. �v2•x x �•.2• ANCHORAGE
CENTERLINE 81 MAX.•TYP. _ ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2,04"
24" MAX. EXAMPLE: ABPANE TRACK. SO° OUTSIDE CORNER. pXX0IX0 - EXT.MOUNT POCKET ANCHORAGE PLAN'
O.C. 60' x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6. SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE
T— 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6A: EXTERIOR HEAD OR SILL IF ASPLICE
60. o I CENTERLINE OF HEAD & SILL: 8" MAX: FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK.
NOM. l INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX.
PANEL SEE"CS"CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE D.C.
WIDTH DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64° ucovplyigwo•uwiloHda
MOleg h
"-2"ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR • npn,..No - L .oj'
CLUSTER EQUIRE AS OVER 24"THE
FIGURE AT
RIGHT:
ANCHORS ARE NOT 6•M E+Mra�a•le
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: e.`w'�.'°�"°`
_:OENTERLINc' JAMBS BR -HOOKS 6 M•`,X?FROM ROTTOM.21".MAX. ANCHOR PAIR O.C. (JAMBS). 14'.MAX. ANCHOR -TACKgMM CW
?•"OF PANEL O.C. (P-HOOK) U1ILIZINGANCHOR QUANTITIES FROM APPROPRIATE TABLES,'SHEETS 6A. SEE a'R
FRAME JAMB '
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES ..2-ANCHORAGE SEE"C5°CLUSTER END PANEL
'CB'CLUSTER,SEE CENTERLINE CENTERLINE
DETAILS, SHEET 10 ANCHORAGE
• `) INTERLOCK
FOR ASTRAGAL F�OF (2 CHOPS DETAILS, SHEET II I ( ) 8'
INTERLOCK ASTRAGAL
i4.051° ^ h 3.5• I_ MAX.
�nI CENTERLINE I— CENTERLINE L� CENTERLINE _ •���°""'
EXTERIOR V '+2'ANCNORAGE I OF PANEL "+2"ANCHORAGE OF PANEL Q C
I OF PANEL 3
SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS
wwaex mw mm. r:":
t E
xa•ww laro iscHNaoardons ANCHORAGESPACING$ EXAMPLE PLANS r mca•
ax MlY]YICEft91Y16 � rs _ _ ______ �,,•�l
CEFI. OFAVM. 6SBZf6
sG"m I NTS 1 9 - 22 1 POT0128
A RAGAL OR 6' DIAG.
+ ASTRAGAL {.� LOCATION ASTRAG UR. l (FOR Sf:iCE ` SPL(CEtOCATiO. - 2
INT OCK�y IF NEE I LOCK—i CONDITION, USE INTERLOCK-�IF NEEDED 2.0
C TERLINE I C ERLINE 'C6'CLUSTER DETAIL) CENTERLINE I
1.75' F%TERIOft - fi'DIAG.
3.5° 77- 3.5' 21'
1.75'
D G. MAX,
2.04' O.C. E%T
EMOR
2.0 ' � 2.04' 21'
( 5.64" MAX.
EMOR 3.5' 7• E%TE 10 4'DWG. 7' EXTE IOR 7- D.C.
O.C.
rl rI 7• 6' A-r
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2- EKFA011EH D/SILL 5.64'
ASTRAGAL OR INTERLOCK P. ASTRAGAL OR INTERLOCK TRAGAL OR INTE CK �2_TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB g• M
ANCHORS ARE REQUIRED ') CHOIRS ARE REQUIRED. -CS-) NJ\ORS ARE REQUIRED, "C6' ANCHOR PAIR
4-TRACK
s - AST G I S ELOCATION AS '? (FORSPLICE, , ASTRA OR )1" 6' 'FRAME JAMB
-
5 -0�AT��N I . ,:ANCHOR ':B _
✓<n=»- .INTERLOCK IENEE 1 - _ - IH7fR�0C! ._fF NEEDEO '- —_04.- I�" '! EXiEE _
CENTERLINC j CENT..R.I C 1 'C6 STER DETAIL) CENTERLINE J 5'
7°
ANCHORS MA EINSTALLEO
1 21" EITHER IN THE E OR INT.
2.04" 4' DIAG. TRACK (INT. SHOWN)
40. 4. J. .C.
2.04'
' I I I 5.64' NOTES:
1. ALL DIMENSIONS SHOWN
EXTIER10 7. EXT_TE�RIOR 7, 4° DIAG. E TIE�-T1RIo 3.5' 3 Y ARE BASED ON MIN.
V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL 6" M ALLOWED.
(N ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK 2. FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE CLUSTER 3-TRACK FRAME JPMB LOCATIONS/ANCHORAGE AT
ANCHORSAREREQUIREO.' ) ANCHORS ARE REQUIRED,'CS') AN ORSARERE0111RED,'C6') ANCHOR PAIR Pfi00K SEE SHEET 9.
(FOR SPLICE FOR SPLICED v�EO
ASTRA LOCATION A GAL OR ASTRAGAL R CONDITIONS ONLY:
(FOR SP CONDITION, 00 NOT rm,.Plrl.o.n� n+RnA4�
INTERLOCK IF NEEDED INTE ITION, USE INTERLOC SPLICE LOCATION
C6"CLUSTER DETAIL) IrW1+rF.a.
CENTERLINE I CENTERLINE 1 CENTERLINE USE THIS DETAIL) ATapua Ne/[- Z .o
175" "IF—N-EyED
3.5- 3.5' 3.5° (� _ �'1 3.6'
3.i44� r
'2{•aMOM1 Crb�
2.06' 4•DIAG. 2.04' 4'DIAG. 2.04-
2.04' S.37'DIAG. 'DIAG.
4.06°
4" DIAG. 1 2.04"
F%TERIOR EXTJE�RIOR 7. EXiET'RIIOft
3.5'11 3.5" ��.•C .�:I " a.(e,,'n�,.
V 4-TRACK FRAME HEAD/SILL �J 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL
(a) ASTRAGAL OR INTERLOCK CM ASTRAGAL OR INTERLOCK _ A ASTRAGAL OR INTERLOCK N i >8T05
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED.'C6')
ANCHORS ARE REQUIRED,"04') ANCHORS ARE REQUIRED,-05') WITH 8 WITHOUT SPLICE CONDITION
om. mroTEwAnlaovomlE ANCHORAGE. EXAMPLE CLUSTERS
SERIES 670ALUM. SGD-NON-IMPACT
_� +"� P'•'^'� °•` A.l"MILLEff.P.E.
JR Ol M4 nw ' CEF13'IUIILDll2Y 'B' SODH7C - I� 1D 22 PGTO128 B REP 58]OS
2.04" a
_ INTERIOR 2.04° INTERIOR 2.04° NOTES:
INTERIOR ' - 7" 1. ALL DIMENSIONS SHOWN
?4-DIAG.. 8.84' ARE BASED ON MINIMUM
6.12" *�--T�-1-0-
3.5" ALLOWED.
INTERIOR INTEINTERIOR 2. DETAILS DEPICT ANCHOR
90° 3. " 1
QUANTITY AND SPACING,
ExrEalOa AND WOULD BE IDENTICAL
EXTERIORR4' DIAG. 4' DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
3.5' 4. 3 4, '+1'ANDHDR
2.04" EXTERIOR 2.04•2.04" 2.09" 7 8.94"
EXTERIOR
90° CORNER 90" CORNER 135° CORNER 135° CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 ORB CLUSTER f OFPANEL
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED, -CS-) ANCHORS ARE REQUIRED.ANCHORS ARE REQUIRED,"CB")
A
+2 ANCHOR
,
F EXTERIOR °." `NTERIOR n'.C6"
h ••+1'ANCHOR:y^'•. 2.OA . 74i° _.. 4'OIAG.
35' INTERIOR
7" 135° 3.5" I �
3 EXTERIOR OF PANELCENrERLI
3.5'
4.4.08" "+3"ANCHOR
5.37" 0 AG. 7'
CENTERLINE 2 04"
OF PANEL 4' DIAG.
4' 3.5" 4" 4 ON
EXTERIOR 7" INTERIOR ALL "+2'ANCHOR --� 3.5'
EXTERIOR 7„
80° CORNER 135° CORNER n VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V I�CENTERLINE
("C6" ANCHOR CLUSTER REQUIRED ('C6" ANCHOR CLUSTER REQUIRED OFPANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 8.12' INTERIOR 2.W � s I b 1v Ot F1oHdt
1 6.12-
2.04" - 3.5'
.12' NNi�BCNe
4• 14,
EXTERIOR 5.88' CENTERLINE EOTequnpfe /l'46z`/•>3
INTERIOR OFPANEL !!�'���"4" ^LTIT°I/�a�
59tTn'MbP 1.11.E-..].-
>An a0° .. ;. 3.5. -. 135° .^+3"ANCHOR - _
EXTERIOR ~- 7 ~I %
90° CORNER
4-TRACK FRAME HEAD/SILL
("CB" ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
6.12°
4" DIAG. 3.5"
EXTERIOR 4'
135° CORNER
4-TRACK FRAME HEAD/SILL
('08- ANCHOR CLUSTER REQUIF
AT ALL 4-TRACK CORNERS)
4.08'
EXTERIOR
3.5"
204"
CENTERLINE
Or PANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
- (3-TRACK SIMILAR)
so"m, I NTS 1 11 • 22 1 POT0128
n 11f11!Ii; ]r
i
A. LYNN MILLER RE
y:._ P.E450T05
5
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR"SEE
6 °
M4"
r MAX.
7SHIPAEMBEDMENT: ISEE TABLE A,SHEETI
2X WOODOR TYP.,
TYP., SEEANCHRR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
w
2-TRACK FRAME HEAD
WOOD INSTALLATION
WOODANCHORTYP., 2XWOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR
&TABLE A: SHEETI ,se :NUTE 3. SHEET
SEEANCHOR
NOTE 6, SHEET
1 (1/4" MAX.) T�
EXTERIOR
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET
2-TRACK FRAME SILL
Dw WOOD INSTALLATION
EMBEDMENT SEE
TABLE A, SHEET 1
2X WCOD v-
TYP., SEE ANCHOR —
NOTE3,SHEETI
WOODANCHORTYP
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTnERIOR
V 1/4" MAX. SHIM
EDGE DISTANCE: -
SEE TABLE A,
SHEET
2-1l16"'
EMBEDMENT: SEE TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16°°
1/4'
MAX.
SHIM
EMBEDMENT: SEE TABLE A, SHEET MIN. OF3THREAOS 9EVOND
EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A, SHEET 1
2-1/16"' NOTES:
2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS AN(
TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEEANC
NOTE 3, SHEET 1 & TABLE A, SHEET I NOTE 4, SHEET 1 & TABLE
G3-TRACK FRAME HEAD ® 4-TRACK FRAME
WOOD INSTALLATION tw METAL INSTALLA
WOODANCHORTYP., 2XWOOD EMS ANCHOR TYP.,
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES
SEE P TABLE A, SHEETI:-. NOTE 3, SHEET 1 SEE & A, SHEET 1
ANCHOR ANGHURS'
NOTE 5, NOTE 6,
SHEET 1 SHEET 1� -
(1/4'MAX.) - (1/4°MA%.) T
EXTERIORAU _ EXTERIOR
2-F16, �24/16
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET
1/4"
1. ALL DIMENSIONS
MAX.
SHOWN ARE BASED
SHIM
I�
ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
ITYP
TYPES PER TABLE A,
t NOTES
SHEETI.
HEET 1
° DIAGONAL O.C. IS
O
MIN 4°(HEAD &SILL)
OR 6" (JAMB) SEE
METAL TYP.,
DETAILS, SHEETS 10 & 11.
SEEANCHOR
NOTE 4, SHEET 1
1 pp MIN.�OF3/THREADS'BEYGND
I THE METAL SUBSTRATE
3-TRACK FRAME SILL 4-TRACK
FRAME
SILL
Ew WOOD INSTALLATION Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET
EMBEDMENT: SEE
TABLE A, SHE ETI �I
EDGE DISTANCE:
SEE TABLE A.
METALTYP.,
SHEET
EDGE DISTANCE: SEE ANCHOR
°:E TABLF A, NG E 4;�SHEET 1 —
YWOOD.'"" Cli
TIP., SEE ANCHOR SHEETI •
-�
NOTE 3, SHEET 1
SMSANCHORTYP.,
2-1A6"-
SEE ANCHOR NOTES
n 2-1/16" &TABLE A. SHEET
WOOD ANCHOR TYP.,,
MIN. OF
SEE ANCHOR NOTES
THREADS
&TABLE A, SHEET EXTERIOR
EXTERIORfl,
IX MAX. SHIM --I h— `�L
1W MAX. SHIM 1--
BEYOND THE
METAL
SUBSTRATE
3-TRACK FRAME JAMB 4-TRACK
FRAME
JAMB
Hw WOOD INSTALLATION @ METAL INSTALLATION
P.=m.
ANCHORAGE DETAILS
1Pro TECNNaoGVGwvE
SERIES 670 ALUM. S G D - NON -IMPACT
N lkNlf{ fIWIS
laryeeofeoP
CfRi:OfAGIH; R9�B
I � I
8G0.B7G
•NTV
o;;w
.12 a 22 PGTD129
B
EMBEDMENT: SEE
-TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
No.=avas
`
A. (JRN'M11ER, P.E.
PENSBT05
INSTALLI E DMENT:5EE TABLE A S ET EMBEDMENT: SEE TABLE A. SHEET I
NOTES:
EDGE DIS ICE: S EDGE -DISTANCE: ' r EDGE DISTANCE:
I. ALL DIMENSIONS
CONCR SEE TABLE A. SHEET SEE TABLE A, SHEET 1
TABLE A, SHE CONCRETE CONCRETE
SHOWN ARE BASED
PER BLE
2-1/i6' PER TABL 2-1/16°•
PER TABLE �. 2-1/16'•
ON MIN. ALLOWED.
A. EET1 `
lam_ A. SHEE i _. A, SHEETI .,; ,. _ ,;
-
j SHIM
OR8°•(JAM )S EILL)
EDMENT: J 1/4 E TERIOF
(EE
114° EXMRloa 7
DETAILS, SHEETS
THEET1 �
SHIM �
0811.
SHI
PROPERLY SECURED IX CONCRET ANC RTYP.. PROPERLYSECUREDIX CO CRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYR,
. WOOD BUCK TYP., SEE SEE ANCHO NO S8 WO OD BUCK TYP., SEE
ANCHOR NOTES& WOOD BUCK ttP., SEE SEE ANCHOR NOTE58
ANCHOR NOTE 3, SHEET 1 TABLE A, SH T ANCHOR NOTE 3, SHEET 1
ABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1
CK FRAME HEAD
Ac CONCRETE NSTALLATIO CO BCK TE INSTALLATION 6 CONCRETEEINSTALLATION
CONCR ANCHORTYP., PROPERLY ECUREDIX CONCRETE CHOP..TYR.
PROP YSECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE RNOTESB:.-E.WOOD CK7YP„SEE SEE CHOR NOTE58.. �•'NGC:1B
CK P'P, SEE sSEE ANCHOR NOTES'8� WOOD BUCK TYP.; SEE
`- '4BLc'. -T "AN N07 SHEET1 TABLE A, SHEET -
ANr�OR N_ TIES, S.'ECT' -' "TABLEA HFETt ANCi!ORNOTE 3; SHEETI _
SEE ANCHOR " �GEEANCHOR :r
SEEANCHOR
NOTE 5,6, SSHEETET NOTE 5 _
SHEET 1 L
NOTE 6,
SHEET 1L
1 (1/4° MAX
/4•M ) ..... .--:
.... (1/4"MAX .)
E%TE R t E%T RIOR
EXTERIOR
�2-1/16°°
CONCRETE
21/i6' 21/16
PERTABLE
EDGE DISTANCE: CON EDGE DISTANCE:
NCRETE EDGE DISTANCE:
A, SHEET 1
EE TABLE A, SHEET I PER LE SEE TABLE A, SHEET 1
RT^BLE SEE TABLE A. SHEET 1
BEDMENT: SEE TABLE A SHEET 1 A, SH 1 EMBEDMENT: SEE TABLEA, SHEET SHEET t EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL - ME
SILL 4-TRACK FRAME SILL
c
Dc CONCRETE INSTALLATION CONCRETE TALLATIO
Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
E BEDMENT: SEE
D CTREYB¢U
TABLE A. SHEET �1
EDGE DISTANCE'.Ia`R�ae
FatleL
"
I
EDGE (STANCE: PROPERLYSECURED SEE TABLE A,
SHEET 1
A.,:p;omRo 16•66z .o3
E�pirrW Al
EMBEDMENT: S CONC (CMU ANCHOR
TABLE A, SHE 1 �t $EE ANCHOR
SF_E BLE A, iX WOOD BUCK TYP.
SH E71 SEE ANCHOR NOTE3_,
- 'EDGEDISI'A E: ` NO S..-'ABLE
PROPERLY CVR
—A -' - SHEE7f E I =1
L'ds1 Rd'• eC�sra1 _
IX WOOD CKtt `• SEE TABLE A CHEETI
2-1/16•'
., SHEETI
SEE ANCH R NOT 3.
CONCJCMU ANCHOR 2-0HB°'
SHE 1
ttP.. SEE ANCHOR
CONCJC UANCH R I --' 2-1/16° PROPERLYSECURED )
NOTES&TABLEA, _I
ttP.. EE ANCH 1X WOODBUCK TYP.,
SEE ANCHOR NOTE 3,
SHEETI CONCRETE
CO CRETE •:.
NO STABLE
SHEET CONC SHEETI I
OR CMU OR CIVIL
PE TABLE EXTERIOR :, PERTABLE
��`" LYNN
ExTE oa OR CMU EXTEaIoa
A, HEET1 vR A, SHEETI
�Dtiy:.Fnsr./�CE9
!4•MA%. SHI —.-I 4.— PER TABTT''II
_:
A. SHEET V 1/4° MAX. SHIM -I
7/4• MAX. SHIM
2-T CK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
CONCRETE/CMU INSTALLA 10 He CONCRETE/CMU
INST ELATION Ic CONCRETE/CMU INSTALLATION
•, O �'
xe..aee
o..
fma lEclwococrDR
a,�,
ANCHORAGE DETAILS
,: !4
-''"''...v RroF..:.,G,c•`.
'%%;;,S;pr;j{l. '�•`
SERIES 670 ALUM. SGD- NON -IMPACT
1lwaaam
fERELFAUM.
LYRHIIDLLE{t, P.E.
P.E.F50]o5
-SG"m
NTS
13.Fv. 22 PGTB728
B
°•°"o
m,•mffe
" -^'.-. .' ••
INSTALLATION DETAILS
EMBEDMENT: SEE
WOOD FRAMING � TABLE A. SHEET 1
EMBEDMENT:
SEE TABLE A,
SHEETI
FRAMEJAMB
REQUIREDATALL
INSIDE POCKETS
TO PREVENT
P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP.,
INFILTRATION
SEE ANCHOR NOTES
& TABLE A. SHEET 1
(ALSO SEE TYP.
I ILLUSTRATION, SHEET 9)
14 DISTANCE: SEE
ILE A, SHEET 1
EMBEDMENT:
SEE TABLE A-
29 SHEET 1
E%TERIOR
PHOOK WOOD ANCHOR TYP fl
SEE ANCHOR NOTES V _ P-HOOK
. E:. �-:CONCRETE.OR�
& TABLE A, SHEET 1 = -
(ALSO SEE TYP'1 2.693'MI"-CMU PER TA tE
N ,.1
ILLUSTRATION, SHEET 9) EDGE DISTANCE A SHEET
P-HOOK FOR USE WITH FLAT SILL RISERS
Jw PARTS#1B #20 #22 OR#24
WOOD INSTALLATION EXTERIORWOUNT SHOWN,
(SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEEANCHOR
EMBEDMENT: SEE
P-HOOKMOUNTING
CONCRETEOR
NOTE 4, SHEET 1:
TABLE A SHEET I
ADAPTER EMS
CMU PER TABLE,
MIN. OF 3 THREADS
ANCHOR TYP., SEE
A, SHEET 1
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
(ALSOSEE
EMBEDMENT:
TYPETI
ILLUSTRATION
SEE TABLET,
EMBEDMENT:
r
SHEET 9)SHEETI
SEE TABLE A,
DISTANCE: SEE
BLE A, SHEET 1
v -
P-HOOK SMS ANCHOR,TiP., EXTERIba•„•'.`
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(ALSO SEE TYP. 2.693' MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, #21, #23 OR#26,
METAL INSTALLATION EXTERIOR
(SEETABLES IA, 2A& 3A MOUNT
FOR WATER RATINGS) ONLY
ryI EDGE
• MAYAN(
'CONC./CMU
''
ANCHOR TYP., SEE
2E
ANCHOR NOTES &
.._
TABLE A. SHEET 1
1-1/4' MIN. EDGE DISTANCE
EXTERIOR
P-HOOK MOUNTING
_
ADAPTERCONCJCMU
ANCHOR TYP., SEE
'
,jr^-AANCHOR NOTES & TABLE
EMB_DMENT: SEE
'�"!
SHEET
'TABLE A, SHEETI'
(ALSO SEE TYP. '
ILLUSTRATION, SHEET 9)
FOR USE WITH FLAT SILL RISERS
SP-HOOK
Jc PARTS#18 #20,#22 OR#24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
EMBEDMENT: SEE
TABLE A, SHEET 1
P-HOOK MOUNTING
ADAPTER CONCJCMU
ANCHOR TYP., SEE
ANCHOR NOTES &TABLE
A, SHEETI
A _iEE
TYR
ILLIUSTRATION, SHEET 9)
.. •"X`i`�-�.
1-1/4"MIN. EDGE DISTANCE
P-HOOK CONC./CMU TEXTERIORF2693YMIN.
ANCHOR TYP.. SEEANCHOR NOTES &TABLE
A. SHEET 1
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
SP-HOOK FOR USE WITH BOX SILL RISERS
KA PARTS #19,#21,#23 OR#26,
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
NOTES:
TALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET I FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3.
SHEETS 6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTRIES.
-`ALSO SEE. EXAMPLE
ON SHEET 9.-, 7
J �y Ly NN •Nl(�r �'i
v`.. No. ::6T03
JRY 14 — `�. .. IrErr.arnurR. raae'I —��' scoero NTSI 14 d.22 I `PGTO128 LB I .-v.En seros �I
CONFIG. EXAMPLES
MAX. UNIT
WIDTH MAX. UNIT WIDTH
MAX. NOM. PANEL WIDTH
HEADER DETAIL'A', DLO_ . TYP. PER TABLES 1-3 IMERIOR
SHEET 18; INSTALLATION WIDTH
DETAILS'Aw' &'Ad',� [ ERIOR
SHEETS 12 & 13
90°
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE OS. �qg� TYPE SHEET iBBCORNER
'A' as! MAX. UNIT ANCHORAGE SHEET 11
MAX. PANEL
HEIGHT INTERLOCK DETAIL
PANEL �� WIDTH TYP. DLO PER 'M', SHEET 19
HEIGHT SEE PER HEIGHT TABLES EXTERIOR PITERIOR
NOTE TABLES I3 13
{i cL �JAMB DETAIL'G3',SHEET LL4
18 INSI"ALLATION DETAILS GW &'dc'; SHEETS 12 & 13
SILL DETAIL'D', SHEET 18; 1
90°
INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER 4 PANELS - XX/XX
'DW &'Dc, SHEETS 12 & 13
410 X 1-112"
PH SMS
1"
MS
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT DOOR UNIT HEIGHT - 1.866'
Eyin wh\Ae FbNe
im ne
M1ttrylute Nn /6-JF25.a3
LrlrirefW 0.ls�(�
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
i) SEE SHEET 17 FOR INDIVIDUAL PANEL 18 & 19 FOR SECS AS APPLICABLE. SEE SHEETS
TABLES, SHEETS 6A FOR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 1B 8 19 FOR SECTION DETAILS AND SHEETS /2-14 FOR INSTALLATION DETAILS. "
2) (1) LOCK (ITEMS 75 & 107-110)AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103)AT FRAME JAMB OR ASTRAGAL
3) PLEASE SEE APPLICABLE ASTRAGAL& INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. J
�� raro fECNNocoormwE ANCHORAGE DETAILS/EXAMPLE ELEVATIO
MVFNICE Fl.91]]5 RT
SERIES 670 ALUM SGD -NDN-IMPACT A. LYNN #TILLERPE.
cERr. wIfAll rma'" ame7o NTS 15 d22 PGT0125 B >a.exsams
s
n 1ti,
y:
CONFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET. SEE NOTES ON SHEE
Z'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
'g,INSTALLATION DETAILS'Gw' & -Ge. SHEETS 12 & 13
�U(ED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'W, SHEET HEADER DETAIL'A', SHEET I8;
ET IS; INSTALLATION DETAILS'Lt'& 18; INSTALLATION DETAILS INSTALLATION DETAILS -AV/&'Ae,
DETAILS'GW &'Ge, L2, SHEET 19 -Ave &'Ae, SHEETS 12 & 13 SHEETS 12 & 13
SHEETS
13
S ET 1 8 i 90` \
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
TV 'L' -D' 'A'
MA
NOM. UN
PANEL HEIC
PE
MAX WIDTHTYP. SEE TABI
DLO
PER
HEIGHT TABLES 13 NOTE 2, 1<
SHEET 15
I
a
MAX UNIT WIDTH
PANEL
PANEL
TYPE
TYPE
(.
A
'CS'
'pS'
T
HT
SILL DETAIL
'D',
NOM.
ES
SHEET
MAX.
WIDTHETYP.
INSTALL
DLO
PER
MAX.
DLO
WIDTLL—
TYP.
E
PANEL
TYPE
1C MAX
UNIT
HEIGHT
PER
SEE
TABLES
NOTE 2 1-3
DETA DW&Dc LS SHEET512 ,.X. `.] l'•P. 7( •'_ I
&13, X Li
�
L•
L SEE FRAME 8 J
PANEL CORNER SILL DETAIL'D', SHEET 18; �-----MAX UNRWIDTH —"
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 (2-TRACK) 'DY/ VIDd. SHEETS I2&13' EXAMPLE: 90*OUTSIDE CORNER -XX/XX(2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS'Ll-& INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS *IV &
L2, SHEET 19� ,^\ INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 8 13�
HEADER DETAIL 1
JG AMB DETAIL'H2'. SHEET P-HOOK DETAIL'J-&'W. SHEET '8'. SHEET 78; ( .�
18; INSTALLATION DETAILS 19; INSTALLATION DETAISHEET INSTALLATION JAMB DETAIL'1Y, SHEET 13; INSTALLATION
DETAILS
'HW & W, SHEETS 12 & 13 'Je,'KW &'Kd. SHEET 14 'BW 8'Bc', DETAILS'NY 8'Ic', SHEETS 72 8 13
SHEETS 12 & 13
MA)
HE
F
TA
MAX. UNII WIUI IN
_
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
. UNIT
NOM.
GHi
ER
PANEL
WIDTH TYP.
ILES
MAX.
SEE
PER
gg I
-3
DLO
NOTE2r
TABLES 1-3
a
HEIGHT
SHEET 15
a
b
I
D
X
X
MZ=
xLL
i
-------
—
EXAMPLE: OXXXp SILL DETAIL'S', SHEET 18;�
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'Ew' & Ec', SHEETS 12 & 13
MAX. UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
.M.
.F,
.P...
1"
"
-
AIA
NOM
UN
/
PANEL
/
HEIC
WIDTH TYP.
PE
SEE
MAX.
PER
TASL
—NOTE 2
DLO
TABLES iJ
V
SHEET 15
HEIGH��Ty\
%
x
0
lj
==
JAMB DETAIL'G3'. SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
INTERIOR
INTERLOCK DETAIL
M', SHEET 19
90" OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNER ANCHORAGE
SHEET 17
INTERIOR
EX aso .
UNIT
HEADER DETAIL'C', SHEET
-18; INSTALLATION DETAILS
\ 'CW &'Cc', SHEETS 12 & 13
T
HT
t
ES
EXAMPLE: XXXO SILL DETAIL'F, SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'FW &'Fc, SHEETS 12 & 13
ssoaTo�NTS1-18 +42�PGTO1281-1B +42�PGTO128
A LYNN MILLER P.E
R.E3WMi
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
G1
2-TRACK JAMB
105 6' LONG CLIP k105
W/ RETAINER k106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
50 THE INTERIOR)
,DE%TERIOR
n FULL LENGTH G2
FIXED PANEL TO
THE EXTERIOR)
SHOWN WITH ®2-TRACK W/SCREEN
OFT.SCREEN A FRAMEHEAD
TRACK
EZI
E%TERI
a
2-TRACK W/SCREEN
G FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
13. SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
U G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
4.LL-ERIOR
3-TRACK
E FRAME SILL
106 FULL PANEL JAMB LENGTH
60 OR 61 105
>8 107--11
17
60 OR 61
6
5
5 SEE DETAIL Gi
FOR FIXED
60 PANEL CLIP
Loc%PART
]5810]-11
SEE DETAIL 02
103
FOR FIXED 5
600R 61
PANEL CLIP
103
5
to
-EXLERIOP
.. 600R61
fI EXtERIOR
£%TERIOR
%JE%TERIOR
p•-.�/,.
-
3-TRACKJAMB
WITH
- `Z'3-TRACK'JAMR, 4-TRACK JAMB
(SHOWN WITH (SHOWN WITH
---4-TRACKJAMB
(SHOWN WITH
Ht (SHOWN
OPERABLE PANEL)
H2
11
FIXED PANEL TO FIXED PANEL TO
12
OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
EXTERIOR
a
Ex(
YG m
4-TRACK
F FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES iJ
n 22 1 PGTO128
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
e
O a i
EXTERIOR
a w
660 60 61 61 E%TERICR 113 'E RICR 113
8] 68
STANDARD ASTRAGAL 467 HEAVY-DUTY ASTRAGAL 968 906 OUTSIDE CORNER
L1 WITH STANDARD STILES#60 SWTTHHEAVY-DUTYSTILES#61 Nt 2-TRACKSHOWN
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)
4 INTERIOR
4 INTERIOR
5 5
135°
v 11 y
135'
91 I 4 5 61 33
103
-I E%iERIOR
11 33
1 5 V
LOCKPA 31 103 61 FMERIOR ]
Tsatm-n tb 135' INSIDE
02TRACKSHOWNNER
135- OUTSIDE CORNER
of 2-TRACKSHOWN
4 INTERIOR
INTERIOR V
sb oR sl
®INTERLOCK
6
80° INSIDE CORNER • ITEM#61 (HEAVY-DUTY
2-TRACKSHOWN STILE) SHOWN, ITEM#60
(STANDARD STILE)ALSO
APPLICABLE, SEE TABLES
". SHEETS" FOR OP
(PSF) ASSOCIATED WITH
STILES.
INTERIOR
I I-- I".,:, — 1-9— 1 a. - - - � I ! - � I s m I NTS 1119-> P2_ I PGT0128 I D I - P.E.#MM I I
5.069' � 8.562' -
r 0.080,
1.211' 1.5l05"
0.081' 14 1 1
O1 &TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
1 6.198'
1.211'
0.081' (..I2 TRACK HEAD W/ SCREEN TRACK
``i(8063-TB AL) - -
U U
0.081' 3O3-TRACK HEAD
(6063-T6 AL)
1.211'
9.142"
rl-Fm-
1.211'
T
Fn
4-TRACK HEAD
0
(6063-T6 AL)
1.514.
1.260'
0.060"
0.062"
0.532"
gm 1.516"
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN
ADD -ON 12 ADD-0N
(6063-T6 AL) (6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16' MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C.
6.526' -
0.080'
1.505"
6221' -
0.080"
1.505,
0 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL)
4.49"
0.080`
i��[4 1.505'
O2-TRACK SILL
(60(33.T6 AL)
0.760' 11
1.990
DFRAME SILL SCREEN
13 ENDADD-ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16' MASONRY
ANCHORS @ 24' MAX. O.C.
C ..0 A4M:-C""ID'
�I 1.3ti-
�-1 1.872'
I-
0.062'
1.019"
SCREEN
STILE
(6063-TEAL)
5.069"
--y 1.045'
1.993'
0.062'
�2-TRACK JAMB
S CREEN
-TOP RAIL -
(6069-T6 AL)
AL) -
i.-
-(6063-T6 -
... .. 1:
64-TRACK JAMB
(6063-T6 AL)
21 s 22, 1 PGTO128
�-I 0.875"
993'
0.082'
SCREEN
48 BOTTOM RAIL
(6063-T6 AL)
0.718^ 0.83' 3.802- ----
2.304°
It802' 0.752^
0.762' ..� TO!0=62'
0.885'
1 0.574" 0.796• 1.163'
0062'� 0.080" J0.062'0.233' IJ
0.264' JJJ 0.075'
FRAME SILL P-HOOK MOUNTING P-HOOKSCREW
5 tt z6 P-HOOK ze z9 ao P-HOOK FOR BOX RISER
SCREW COVER @TRACK @- @ADAPTOR @COVER 0.080' 6063-T6 AL
(6063-T6 AL) (6053-TB AL). (6063-T6 AL) (6063-TEAL) (6063-T6 AL) ( )
;P2.44"
0" 1.488'
080" 1.870"
F` 3f 135'CORNER �4 +O'"105^FU(EOMOUNT-'
(6061T(I AL) (600-TEAL)
61 STANDARD ASTRAGAL
(6063-T6 AL)
0
0.757
0.tl50' J
06 FIXED
PANEL CLIP
(6063-T6 AL)
.550'
-0.709"
0.080" -71--- 1
FIXED PANEI L
1ae RETAINER 9116'
(6063-T6 AL)
4'
4• ILI1
1.739' �1
0.062• 1.600 0.133" 1.fi00 0.062'
1 888"
I-� 3 128" � � 3.125'
oeoSTANDARDSTILE, "-„-- 6t HEAVY DUTY STILE'- ;:;. ANDTERLOCK
(6063-T6 AL) (6063-T6 AL) ADAPTER
(6063-TEAL)
0.281-
O HEAVY DUTY ASTRAGAL
(6063-T6 AL)
0080•
I00 .79'
-~10.8631+
FIXED PANEL
tza RETAINER. 7/8'
(6063-T6 AL)
118 90- INSIDE/OUTSIDE
CORNER RECEIVER
(6063-T6 AL)
4.121'
.845' 0.062" 1.304
1 3.26'
66 TORBOTTOM RAIL
(fi063-T6 AL)
.2p9=.050" Imo- �11.050' I� 1.050' I�--
5'
.6J1,1" .849'
.045" .045"
O :�-
GLAZING 7/16'76 .GLAZING 3/16'&114"
BEKD(I.G.) 80 BEAD, FIXED GLAZING
(6063-T6 AL) PANEL CLIP BEAD-
(6063-T6 AL) (6063-T6 AL)
}�+4e
1.498' 0.133" 1.4'
J
5.621•
116 90" OUTSIDE CORNER ASTRAGAL
(6063.T6AL)
m�weNe EXTRUSh
N VENttE.RJ1Il5
( y,Wm SERIES 6
5.621" -
0.133"
4'
f25 90" INSIDE CORNER ASTRAGAL
(6063-T6 AL)
cFm.orAurN.'m9x6 I 66o-570 I RTS 1,.22-• 22 1 PGT0128
1.303'
0.325,
0.062 }
INTERLOCK
-
55 5SCREW COVER` F `
(6063-T6 AL) I
MEV1iFY1
i�M ik iHW