HomeMy WebLinkAboutNOASCANNELI
MIAMI-DADE BY
Em St. Lucie Counts'
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
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315.2599
www.miamidade.gov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series iOSGD-670" Aluminum Sliding Glass Doors w/ 90' & 135' corners -NI
APPROVAL DOCUMENT: Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact', sheets 1
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 Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable
are required.
Limitations:
1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 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 sheet 10 for straight configured
units and sheet 11 for comer 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 # I5-1013.14 and consists of this page l and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
APPRCYED
NOA No. 16-0629.03
Expiration Date: April 07, 2020
Approval Date: July 21, 2016
Page 1
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 06/08/16, signed and sealed by Lynn
Miller, P.E.
B. TESTS
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 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 5997 and ATI72138.01401-18.
4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202
& 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
C. CALCULATIONS (submitted under file #14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09.
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07, 2020
Approval Date: July 21, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file #14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (51' 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 (50' 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.
l�k , , t . L4� .- s.—
aq 1. Chanda, P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07, 2020
Approval Date: July 21, 2016
E-2
SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 9O0/1350 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 El30D.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
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.
8) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONE, ANSI/AF&PA NOS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT
FLORIDA BUILDING CODE, AS APPLICABLE.
TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL-6987, FTL-5994, FTL$002. FTL-6034, FTL-6035,
FTL-7554 AND ATI 72138,01-1401-18
TA BL EA
GmuP
Anchor
Substrate
Frame
Member
Min. Edge
Dlefame"
Min
Embedmefs
1
1l4'Elca Ullnoon
rome m .
e
• me
1.
14118
LYemu1e40M4 A'iM
Gp0)
Jamb only
2-112'
1-014'
OmNe4 CMU ASTM CW. MM.2 kM mm
Jamb oN
2.10
1AIP
2
IM'Elca 410 B.S.
CmtoFI••
corcnle (mm. 3dB ke0
waNST/hMb
1•
WW
UIpmW4CMU, (AS1M C&J)
Amb oNY
2-11Y
1-1/4'
P.T. BaulMm Plne 8MD.66
w•NBp/Amb
1'
tAir
Cemmk .2.BB MIII
M.W501
1'
114'Eloo Lktnaan
Ilnmu• Cou asim C40
Amba1sa.
/
IY12, IBA 0470
BM9,
R,L •ulMM Piro BW0.J9
we418 WAmb
uln oleo, B3•w
Amb
'tool AJp•
e4191MAmb3
(mM. 11 Nme4Nn)
8tud. ASS3& 33•
w•W91NAmb1.
Cmcmto (min. 3.279 ke1
Hm&&MAmb1M'ElmIBA8.9,
UnpmNM DMM, N'TM Gp01
Jamb omAppafwtaf
OmuM4 CMU (ASTM CAD, mN. 2 k•I pmut)
Amb PHowslY/JambP.T.
SI•el SMS 09,
11 mn•b•nn)
Soutbm Plro So-ev
m"5111/ D4012,
Alumimml, B083.1'IQ
Steel, A38'
w•005mb
84e1 SIW Ae5301.33'
wo41SIWJemb
' 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 IX ARE LESS THAN 1-V2' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 AIr 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, 174'THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT
TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30B FELT PAPER OR MASTIC IS
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
m.vc RRc 11FTA11 A nM SIJFFTA 4 A 6•
Glass
Type
D.."p0on(Listed lmm Eldedorto klted0r)
Ot
3I1S'TEMPEnEDOIASS
OfA
1/4.1EMPEREO OLASS
02
Iv i.e., WlW 1EMPERED OLASS t 51V AIRBPACE a WIV TEMPERED GLASS
02A
1.1.0 IN'TEMPERED GLASS +10 AIRSPACE+1/4•TEMPERED GLASS
SHEET
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,6
ANCHORAGE .....................6-14
DESIGN PRESSURES.......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15,16
PANEL / SILL TYPES.........
17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
2122
STANDARDSUSED:
e2014 FLORIDA BUILDING C=MM.2010
•ASTM E13M49
•ANSVAF&PA ND&2012 FO
.ALUMINUM DESIGN MANU
•AISI4I10DA7IS2.201D
DESIGN PRESSURE RATING I IMPACT RATING
sEE TABLES 1,28 a ON NOTRATEDFORMISSILE
SHEETSe,7&B IMPACTRESISTANCE
GENERAL NOTES AND MAP
SERIES 670_ALUM. SGD - NON -IMPACT
a.
. N75 1 •22 --
P0T0128
No. 00705 '• k ._
-_h
¢ 8' (6
a LVNN MILLER. P.E.
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
i
NOM. PANEL WIDTH
PER TABLES 13
MAX. UNIT
HEIGHT /
PERTABLES 1-3
POCKET
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1.3
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 13
MAX. UNIT Yl�lif/
HEIGHT
PER TABLES I3
POCKET
3-PANEL CONFIGURATIONS
I•�—— MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
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: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
jZ6Yp, pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
2) 90" d 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
"X" a OPERABLE PANEL,
°O"INOPERABLE PANEL,
"p"=POCKET DETAIL LETTER
Ww • WOOD OR METAL INSTALLATION
"e"•CONCRETE INSTALLATION
L—SHEETNUMBER
NOM. PANEL WIDTH
PER7-T--ABLES 1-3
MAX. UNIT WIDTH
DLO WIDTH s NOM. PANEL WIDTH -7°
OLD HEIGHT a DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT -DOOR UNIT HEIGHT-1.BB5'
i
t
tr
' MAX. UNIT
HEIGHT
MRODUCf REV=D
PER
E wea.0="t a nAh
TABLES 13
/
/
/
/
I pp,, Ao"yuwv Iw-�j,;y,02i
POCKET j q E'*YW Mra euT'/'w
MAXUNIT HEIGHT
HEIGHT
PER TABLES 1.3
5-PANEL CONFIGURATIONS
_J.r---
i
W �
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TA13LE9 13
r---T
1 I I
F
MAX. UNIT
HEIGHT I
PER y,
TABLES 1-3 / ^� /
NOTE
2,THis
SHEET.
Ax,
POCKET
•.137127C72 CORNER, TYP.
:r' '.M; i'•.. ,k �:
Nu. ;alas
(OUTSIDE CORNER SHOWN,
inimncnnoueeernenem
-
,1 "13 '• a'✓
or. - (gIN2LL1W0 I I �—(-, =111C30/U ALUM. OWU-VVIV-IMI'Ml.l 'fi��r��`•r ��•
T� \�` 1J4J urns" me a•< uro,n A. LYNNfaILL�P, P.S.
I JR �U cEKr. oraum.mmae ® sapsTo NTS 1 2 wpp P0T0118 B P.e.X emoe
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
NOM. F
PEI
MAX
HEI
Svc
>
11 • O `120' HEIGHT
kC.GA. T./Za.e?.12a
11
,
ri'Mm,
6L
V'I
6.
{Il
m
rI^
I V+)�►
in
mElm
icri°r
NOM. PANEL WIDTH
PER TABLES 1.3 -
MAX. UNIT
HEIGHT
PER TABjLES 1.3
1�
NOM.F
PEI
MAX
HE
PER TA
iY>fpJ{YJiga{Ya[�
II 6a
V'.a
V as
i�
ill
imi'•7
/r
Q1
{m'll
i 1
V4
imf'/
Ni
V+1
imL•r
iii
V'7
i/
��
iCli[f
3!'i3a
iLriV
• • 7!.�Td.a.11391a?.13i
ipafE,iHilJ{H[Y/
c1AnAr.R �T.n?.4Ei
ilil
�Ii1
�
I
����
fYaiMr
/i
Vo
\1:a
R•1
iW
l•1 I.1
V7 Vl
i41
141
Vl
I
�Tr
[C>{C>
\YJ{kI
V"I
\Ua
i0a
Vl iV
i4>
Vl
50"m
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jvv, ,'Jc", "KW OR "Kc" INSTALLATION,
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90- & 133' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
"X" - OPERABLE PANEL,
'O" - INOPERABLE PANEL,
'p" = POCKET
DETAIL LETTER
�'W'= WOOD OR METAL INSTALLATION
"e-CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH.7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT - DOOR UNIT HEIGHT-1.868'
3 •3 x 22 1 PGTO128
r•opucraevls8•
raopylgx101M FImN.
bwlNi Cute
I.11 z.1
n
t
v krH'. N, 55705 .
GLAZING DETAILS (G1 & G1A)
3/i6" T GLASS
74
n.,.ee,..e B1
�4'7�++
3/4" NOM.
GLASS
76 BITE
E%TERIOPI
64
3/16" TEMPERED GLASS, TYPE G1
FIIoNNcr REVIND
YW��{CW -
Aa<p.wrw o6 Pj
RgMwY<6tr
\
hn wd
1/4' T GLASS
74
82
314" NOM.
GLASS
iB BITE
64
1/4" TEMPERED GLASS, TYPE GlA
;; : Y tl•; Lgvy �� i,,l
GLAZING NOTES,�'r'
"T"u TEMPERED
�• ri' ,-
GLAZING DETAILS
'.,
roro fruunLoornwvE
SERIES 670_ALUM. SGD•NDN•IMPACT
N FlIIICE, 0.Wffi
®
S�p��'•{fhl ... \
A.L
m
<+.<v
JR
OYNY14
C[qT, OFAUIIL/]➢YSB
SaOb7P
NTS 4 •'Lj' P0IL
1fN79
B
PE.PFF7pyP.E,
GLAZING DETAILS (132 & 132A)
F+ 1' NOM.
3118" T GLASS
6/8" AIR SPA
3116" T GU
FxTEmo
1/4' T GU
1/2' AIR 1
1/4" T
EXTERIOR
a
3/4' NOM.
GLASS
BITE
1" I.G. GLASS, TYPE G2
Lam- 1" NOK -y
3/4' NOM.
GLASS
BITE
1" I.G. GLASS, TYPE 132A
GLAZING NOTES,
' -TEMPERED
EXt
N.
r7e KODISPACE
4SG TPS
E,
a SUPER
SPACER®NXT'a
POWI56
BI7r1'LENE--
SEAL
DEa1DDANT FILL AREA
gry0'NDM.
SILICONESEAL
RDL4FDRMED
STAINLESS STEEL
PRODKIIREVIM
p-."el ftomft
EM. CLASS
lFN l=., 14.04zf.03
s.phria DW
DURASEAL® +n XL EDGE'"
rm
SPACER OSPACER
Part#
Description
Material
124
Kommarling 4so TPS SpacerSystem
126
OuaneX Super Spacer nXr with Nat Melt Butyl
Sae this
Sheet tar
12a
Ouanex Dumaeal
MateBals
127
Cardinal%LEBpe Spacer
REFERENCE TEST REPORTS: FiM4717, Sa00 & Ban
*: ND, 58T05
IwrNao-leas�+I SERIES 670ALUM. SGD-NON-IMPACT _'�.FSSIONP�,'f�c
,#+ DYnV14 DERX OPABIN.IPB7M a BGDem _NTS $ +22 PGT0128 B .PER 58705
I I TARI F I. TABLE IA: I I
Design Pressure(DP)and AnchorQuenti0e9 Required, (for all approved configurafions on Sheets 2 & 3)
Forcomerestra0el anchorage on g1P or 135' cnrerunas, am sheet 11
Table applies to all Bless type; 00
the SWAstri I,,a Sham Wiooi. P m
Ppeaun (+) BP lLntted by
Table tA,
Docrun0
NBI N
7
)
in
chor mu0
c or muD
nc rasp
eta mup
1 2 3
t 2 3 1
1 2 3 1
t d
n Praea.
. .0/-027.1
+e0.0/-120
+800/-11pe
esd761
•1
G+1 C/+1 G+I
+I GH CN +1
G+1
♦1
/H •1
• G11 G+
Or17"
Ito
Jamb
a
B
5 1 B 1 B IB
0
8
9
B
PJtcck
6•
a+ +
7+B 1 7+0 1 7-87+8
NB
]+B
+ +
+B +B
Dae nPmsaum
+900/-f0e3
+90.0/A00.2
+90.0142.2
+OA3/d33
23'
0
G+1
G♦1
Clot
C1+1
Nil
G•1
G♦1 C411
CIH I C4+1
I G•1
I G+1
G+1 04- G+I G+1
OLO
Jamb
0
B
B
I a
a
a
B
0 B
9
8
B B B 8
-M Pas
B+P
e+
+
+0
+
+8 +
• NB
71. 1+ HB T•B
nationPressure
.W..0/42.9
+07.3/47.3
+W..0/AO
+73.81.73.8
1.
ee0lblll
• G•1 •2
G+2
C4+1
I G•1
104-11 C 11
01+1
+
G+1
I G+1
C1+1
+1
I G+1 04•1
C
DLO
Jaw—.
B
B
B
B
8
0
e
9 8
1an1
oo
•] B•
B+T
T+0
+
B + •
+
7+8
7.8
7•B
]+8
7•e T+0
!.§ nPnaaur9
+eT.7/diJ
+]61
/-78A
H1.0/-]f.8
+068/da8
36'
61
• G+2 n
G+2
Not
1 C4+2
1 C4-21 0412
C/*1 +
•2
G+2
"-1
C/+1
G+2
+2
a
a"
D-0
b
8 1 e I a
I a
B
e
B B
a
e
B
0
Pd
6+7 1 0+ OQ
6-7
1-8
♦
+0
7+ NB
•8
T+a
Too
Gas 0P..
M.111-141
.720/-72
.60.6140.0
at'
HeanoStl
01%C4+9+2 G•2
G+2
G+2
C/+ ♦2
G+2 12
G•2
G+2
C/•
G•2
m,
DLO
b
8
B
B
B
B
a
e
a
P
8• B• 6+7
7+0
T•0
18 7•a
A
•8
7+B
7+B
Oda nPnam
H2.0/-12.5
•674/A7.1
.81.0141
/ALT
IT
Plasmas
+2
G1 +l
G+2
1+2
G•
1+ ♦
G+ +
G+2 G+2
Cis
G+
BLD
m
e
0
B.
a
8
B
6 a
17++8
B
B
-0
+
+7 6+7
a♦1
7-8
+0
7-6 +B
7+
+B T+B
T+8
T+B
63"
eadl
+2 + ♦3 G+3
G♦2
G♦
+3
CI+
+
CN2
G+2
G@
@OLO
Junb
B B B
B
B
8
B
e+ •T 8+T
T+0
+B
1+
1+5
7+8
7+B
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
DLO WIDTH = NOM. PANEL WIDTH - 7'
DLO HEIGHT - DOOR UNIT HEIGHT -10.126'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.806"
Sill Height to Max. (+) DP
(Water In61tmoon Paling)
Bill Riser Heigh
(a) Dealgn
(Flat "Box, sae
Pressure psi
Sheet 17)
FIUSII -1•i/2'
see note 3
Low• -
+Inner
Medium-3• /
+60.0
e
SEE NOTES 1.3
OH LENGTH
OH RATIO =OH LENGTH " XI
OH HEIGHT x 2S OH RATIO k i
SEENOTE3
NOTFSi
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4" SILL
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX, WHEN USING
THE 3.1/4' BILL, POSITIVE WATER OP IS 60.0 PSF MAX. WHEN USING THE 4" SILL,
POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE
1A.
3) 4", 3.1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1.112' BILL 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. -
6) 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.
a skirt ONFFT9 IR tin Wl0 aSSFA.IFI V nlFT411 R
Interlock
P-hook
Locksole@lamb
Straight Astragal
Assembly
LocksStraight
Straight Astragal
Astragal
9Assembly
Assembly
—Locks
90-Allleg
90'Artr9g91
13 Assembly
Assembly
35-Astragal
135'Astragal
Standard Stiles
Standard Stile
Standard Sole
Standard Stile
Standard5tlle
Heavy-duty Slile
Heavp-duly Stile
Heavy-duty Stile
Heavy-duty Stile
6v
Standard Astragal
OutodeC�
��{`
InsidedeCar -I I
Olin n
Corner
Inside
Corner
Insde
Corns
Cr
Corner
Ga
o
Part H60(x2)
Part q60
Part q60
Part gfiO (Stile)
PartN67(Astmgal)
part t160
Part1118(Corna,
Receiver)
Part 11319(Old
Part N320(in.)
Parrs #31(&s#32
(Corn.&Fxd Mount)
Part e61
sodam I N751 6 e 22
,ill: nil r,
OF
iclmo
' ..�t '
A. LYNN P.E.
REA 68705
Design MOun(DP)"it Anchor aY rdhois Required,(forall mppmv*d eonllgumdonn on shoot, I AS)
For.., uasul wobny on W or 136• acme, won, we elv»111
TeN.Ww L. a a... Dmom
DuvwI
Hexist
1• 1
ail 40WAvicem am mron1k9
1-
IM7
Do,"
41ow, PneM (.) 0P m.a W
(I) by n.
a0Arcticr
mm
rc mPP
nc ,cup
no w
m
A.WO.
1 2 J
2 J
x 1
1
x
QIX3 13
•
G+ Gr
W23".1
.+
Clr1
GN :
G+
1
. +
.
.
.ao
N'H
J.m
e
e
e
e e
Dto
+
1
1
1D tD
o
10
D
1 10
I+Jwo1
ew fro Ne 7w
ha
Ae Pe ire
7w »B he Ha
w Ha he .e
a.a
E•B
ew aw
a
aH0
a+ 0 .0
ONO
0M0
vH0
»f0 »fo
e
. 0 4229
•a0o •1a
♦
•al.a/d
A
x
G.1 c Ce+a c .
c .1 G. . a
G.1
0»
c
+1
G• .
Caa
N
G+1
t . c .
c . c
. c w
» ce.
0.0
J.m
a to a'
e B 10 a
a 0 9
e
e
10
a
10 10
10
+0
1D
1D 0 0
10
D
ID
1 10
10 10
P.
h e+B B+0 •
a B+ a a1
' era e•B e.p
Aa
6.0
6+0
.a
B•p +p
erp
ea0
a
a a +a
1
w0 p•10
Dw0
»10 »10
0 0
Imp....
+a0.0/-1Fl.p
+W.O/• 10.x
.p0.0/•10n1
+ 0.0/-aA!
w0.o/aL1
w0.1/dal
♦ o/ o
a 4
/-1.D
zr
Hxodrax
C»]
C»3 Gw Ce•
Gw G+ Gw C»3
w +3 G+t G.x
•1 .1
C»]
G+3
C»t Goo w ra
cOH
Gw Gw tl
C»t C» ♦
C 1
1
1
N C»1
za'
OLO
,M
e
e m e
e 9 fo e
e 10 e
6 e
1
...
e
10 m 10 10
1
10 to 1
1 to w
m
m
to
10 1D
p.hma
.e
e.o aP e.v
»e ew ew e.
7. e.p .P e.v
+e ...
...
..v »a '
era
e.9 e. e.P
»I➢ 0+to into
+10
0.10
»te
a.10 a.10
n Pnsaun
. .0/Af1.a
1aD. .1c4a
•a0.o/Sao
+eLa/-w.e
aa1.Ld1.a
+717/dal
Nae/-)OA
35'
8m
caw CO+x x »S
G•3
c»] Ca+2
c»2
.x G+ CSw G+a
ce+:
G.x
1
G+x
ar
DLO
.Mme
e e m e
e
e 10
e
e 10e
e
t
e
m
to
1D
10
m to
+o
0 1n 10
m
tD
+o
m to
.npex
+e ero ew
7.
e. »
e.a
.a ew a.a e.
Ail
.v
9.0
0.0
ero
ew e.A
»e
ew
»e e.a
e.v
v.+D w1 a.m
v.fo
aao
»to
wm 1
Ou P...
+100/•+024
-.0140.o
+WA/dL!
+a0.0/.N..0
wJ.e/-)ail
.faill4fA
Wc/d o
ar
w n
Gw
ef.a
cf.
a +a
e w c .x a»a cf•x
.x G. G+x G.z
.x
[M
C»x
G.x
GNx e.x G.x G.1
G.z Gu G+x C»a
c x Gw Ga G.a
cl.x ce.1
c»
Gn
ail•
0.o
ym
a
e
m
e
e a 10 a
e to e
e
10
a
10 +0 10 to
10 t0 o m
to t0 0 1
10 1
to
+a
7.e
ew
e+v
ew
he ar a.c »
l+t a.a e.a aw
+e
»A
e•9
e.a
»a 6.0 +0 »a
e+v ery »a ew
»ID a10 w o v+0
»10 »f0
»10
»10
»,
4r
Ar
G. run
W.P.
.a1.0/-000
wxa -
+fam'dD.
.faf/•W.1
Not available In mace ekes
NrNe
u•a G+x C!N
.J
G.x
1
G+3 Cf: c x
a] a C»x
Gr3
G.3
Grx
•x
!coon
e
e
e e e
e a
a
e
a
e
Jrel,
» 7.0 7.e
7.
7.e
. 7.e 7.e
z.e 7.e na 1+
»e
7-6
.a
.a
W'
me
Pnsaue
wv.a/.w.x
wzlo-ul
.ano/ef.o
wo.u/
o
ea
uw
Gw C»]
C •
u.
G•J C»J C!N
w Gw G+3
Ca+]
Gw w
+
G+]
J.mb
e
e e
e
e e 6
e e
a e
e
PMox
»
+e 7.B
ra
nil
.a ]aa
>+e ail +e
w
nil nil
»a
..
O = EXAMPLE ON SHEET 9
....... 1 e nGe nnm cuovTe 10 e.o ono eccaseRl v nFTen s
Interlock
P-hook
Lwkstile@lamb
Stralgb,'Al"agal
Assembly
Lockstlle,@
Straight Astragal
9WAstragai
Assembly
Lockstile@
90'Astragal
135'Astragal
Assembly
LocksOle@
135'Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy -du ry Stile
Heavy -dory Stile
Heavy-duty Stile
Heavy-duty5tlle
Heavy-duty Stile
Heavy-duly5tlle
Heavy-duty Stlie
Standard Astragal
Outside[
Inside cDrner
Outside
Corner
Inside
Corner
inside
Corner
Outside
Corner
LJ
Part R61(x2)
Part 061
Partp61
Part q6l (Stile)
partt 061(Stile)
Part 461
Partd61 (Stile)
Part g118 (Corner
Deceiver)
Part g119 (Out.)
Part R320 (In)
Parte6l (Stile)
Parts R31&Il
(Corn.&Fxd Mount)
Part 961
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)4",9-1/4'AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I.1/2"SILL IS NOT AND MUST ONLY BE USED IF
WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS 9
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR i qX OH RATIO 21
WATER INFILTRATION. xO p
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, OH LENGTH 1
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH RATIO = OH HEIGHT
SEE NOTE
ar1}reararo SERIES 670ALUM. SGD - NON -IMPACT
MT. CFAUTUexaaA ® acDero NTS 7 +22 PGTO128
reo, c en.
Sill Height to Max. (+) DP
(Water IRAllnllon Rettig)
B Ilar lam
(Flat or Box, moo(.
A
) Design
Shoot 17)
Fracture,
Icush-1.1/2'
moo lnts3
LuW-PUT-
+48.
Medlum-31/4'
+00.0
High -4'
-90.0
btt NOTES 1-3
DLO WIDTH =
NOM, PANEL WIDTH -7"
DLO HEIGHT=
DOOR UNIT HEIGHT • 10.125'
PANEL HEIGHT.
DOOR UNIT HEIGHT-1.866'
PRODucrREV19ED
weuPill., no Im P1wW
A.b". ,t:o Ne lL-pC .03
Eep4N� 0.1e
e Ott.
lary'1Mrr r ,will
`t 1111111111//
ll; r
No. ':6706
.w:
A. LYNN MILLER P.E.
RED e1n05
TAR, P 1•
Design Pressure (DP) and Anchor Quantities Required, (tor all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on BP or 13V camarunlN, see duet 11
Table applies to SII Glace types and
me Stile/Astlogel types sir
pave. Posit. I+) op may Im
limited by Table 3A.
BP
Gor U
1.
II Most
BP
1/8• DLO
b7/8DL
7&7/8' D
85-71W DLO
n9 r
Anchor
Anchor
uhor
1 2 3 4
1 2 3 4
1 1 2 1 D 4
1 2 3 4
e n masum
17'
aed1911
Gal
G+ G+1 H
H
GN G+1 GN
+1
GH G♦1
+1
+1
G+1
GH GN
24"
DLO
1 Jamb
B
B a 0
a
B B a
B
B 8
B
B
B
B 8
PdPak
877
7+B 7+9 7+8
7-8
NB 7+67+8
7+B
T 7+8 T 7+8
7+8
7+8
7♦8
Tab 7+8
Dee/9nPmswa
+g0.0/•i6B.6
+01t0/-150.3
+90.01-136..2
+90.01.128
301
23•
Headilall
06+2
C6+2 CB+2
C0+2
C5+2
C5+2 C0+2
C8+2
C6+1
C5+1
C8+2
C0+2
C8+1
C5+1 C0+2 Cl
DLO
Jemb
8
0 10
B
B
B 10
B
0
B
10
a
a
0 10 0
PJaok
+B
8+1D
B+iD
B+B
will
BH8+10
9+10
8+9
8+10
8 ...
BNO
819
8+10 8+10 B♦10
ZZ107p acts
+90.01-139A
+90.0/-13a9
+900/420
+90.0/-11011
W
HsadISIH
C8+2
C6+2 G+2
C8+2
C6+2
C8+2 CB+2
CB+2
CS+2
C5+2 09+2 C8+2
C6+2
CS+2
Oe+
C0+2
3T
DLO
Jemb
B
8 10
0
0
a 10
B
8 10 B
B
B
10
8
P+xak
8+
8+10 8+10
8+10
0+0
a 10 9+10
Ba10
B+B
8+10 BHO 8+70
B+B
0+10
1 B+10
0+10
Design Arms"
+90.0/-125.5
♦90.0/•117.6
+90.01-107.3
+w..0/-087
4T
a6'
Fb IBHI
q+2
C6+2 C8a2 C8e2
C6+2
C6+2
CB+2
C8+2
C5+2
C6+2
C8+2
G+2
C5+2
C6+2 CBa2 C8+2
DLO
Jamb
8
0 10 a
0
B
10
a
B
1 B
10
B
B
B 10 B
J10
P4ecok
B+B
B+iD 9+70 BHO
8+8
9+10
9♦10
8+10
8+9
9N0
8+10
8+10
B+9
8+10 8+10
Design Pmuua
aW /-118T
+90.0/406
4N..0/482
+90.0 •90
'Ir
41•
- Haa SII
C5+3
C6+3
06a3
C8+3
Cb+2
C6+2
CB+3
C0+3
C6+2
C&+2 00+2
CB+2
C5+2
G+2
06+2
C8+2
DLO
Jamb
B
B
10
8
8
0
10
B
B
a 10
B
0
8
1
8
P4wo
B+B
8+10
B+fO
BHO
B+B
BHO
9N0
8+10
8+8
8+10 9H0
B♦10
8+B
B+1D
BMO
8+10
Drafter Pneawe
+83/-83
aT/.2/-7]2
+&t.a/-0B.B
+81.0/-02d
64'
4TjH.adrSilf
G+2 C0+3
C8+3
G+2
G+2 C6+1
C6+2
G+2
G+2 C5+2
-2
Gat G+2 G+2
G+2
DLOB
B
a
a
8 0
0
a
e B
B
7+0 7+8
7+a
7+9
7+0 7+8
7+8
7+8
7+0 7+B
7+B7+8
+7 .
1.
G+3 C5+3 CBa3
Ga3 G+
C8+3
C5+3
G+2
C4+2
C6+3
G+3
+2 G+2
G+2 G+2DLO5
B 8
B a
a
B
a
0
0
e
e B
0 B
7+8 7+0 7+8
7+B 7+B
7+B
Tao
7+B
1+8
7+B
7+B
7+8 aB
7+0 Ne
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
OLD WIDTH = NOM. PANEL WIDTH - 7'
DLO HEIGHT - DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866'
SIII Height to Max. (+) DP
(Water Inffltmtlon Rating)
SIII Riser Height
(+)Design
(Flat or Box, see
Pressure, psi
Sheet 17)
Fro-9-- - /
see note 3
LOW-2.1W
+ .W
WedlUm•3-114
+00.0
High a-
+80.
SEE NOTES 1-:1
OR LENGTH
OR RATIO a 1
OR RATIO = OR LENGTH
OR 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 OP 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
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR
PAIRS TO BE INSTALLED.
THE FOLI OWING STII F R ARTRAAAI TYPES CHAT I RF I.RFn FOR TART F x. RFF SHFFTS 21 R 22 FOR PART OIMFNSIONR AND RHFFTR 1g R 1a FOR ASSFMRI Y nFYAn Q
Interlock
P-hook
Lockstile 0eJamb
Stralght Astragal
Assembly
Lackstle@
Straight Astragal
90'Astragal
Assemblv
Lackstlle@
90, Autrey.[
135'Astmgal
Assembly
Locksllla@
135'Astragal
Heavy-duly5tlles
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty5tlle
Heavy-duty Astragal
Outsitle Comer„
Inside Corner'
Outside
Corner
Inside �y
Ccrner
Inside
Corner
Outside
Corner
Ll
Part 461 (x2)
Patt p61
Part q61
Part p61 (SNe)
part q6B (Astragal)
Part p63
Part g61 (Stile)
Part g1lg (Corner
RocalveQ
part 8119 (Out)
part t1120(In.)
Pan #61(Stile)
Parts B31&032
(Corn.&Fxd Mount)
Perl061
Belem) I NTS 1 8 a 22 1 POT0128
M
/NlNS
n. ;rA 6 F 6. 714
<nR.Dn... ,ta•.
& LYNN MILIPR. P.E.
NOFRAME "R8" P-HOOK ANCHORAGE CONSISTS OF:
SEE JAMB (7) P-HOOK ANCHORS, SEE'C5" CLUSTER MAX. UNIT WIDTH
SPLICE REQUIRED@) (PERPENDICULAR TO GLASS DETAILS, SHEET IO FOR SEE'C5"CLUSTER DETAILS,
EXTERIOR PLANE) TABLE 2, SHEET INTERLOCK REQUIRES'C6" SHEET IO FOR INTERLOCK
NOTE, j POCKETS CLUSTER, SEE
THIS AND - 60' NOM. DETAILS, SHEET 11
SHEET SEE POCKET B P•HOOK PANEL WIDTH / %
JAMB INSTALLATION, MOUNTING ADAPTER III MAX. f7 • %%%% %% x w% %x%% %
'. THIS SHEET ANCHORS MIDWAY l 0 3'MAX.
J &SHEET I4 BETWEEN P-HOOK I %=FRAME '! ANCHORS &AT 3" o
FROM TOP& K®I 1 ANCHORS BB"
BOTTOM p 1a• o�—i o UNIT
5 HEIGHT
4.061° `MAX. TO OPENING MAXA.O'®I 14•MAX, o.0. O•=P-HOOK
EDGE OF POCKET SEE A ANCHORS
INSTALLATIONS I®I o
DETAILS'Jc' &'Kc', g m o= P-HOOK
011
END PANEL SHEET 14 & PART 41 Ie A MOUNTING
24"MAX, ANCHORAGE DETAILS'J'&1P, iDBJ j j j to f a -MAX. ADAPTER
(2 ANCHORS) SHEET 19 FOR j '--l®1 lol { ANCHORS -
O.C. P-HOOK MAX,0"l F—� % w
ANCHORAGE ANCHORS END PANEL x % % xx E % % %x %%%
ANCHORAGE`[ "' x x % x x'*r2^
(SEE SKETCH BELOW) `� q+ �'-2- �Y2" ANCHORAGE
• CENTERLINE S'MAX„TYR ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL f 2.04"
24"MAX. EXAMPLE 5-PANEL. 2iRACK 90°OUTSIDE CORNER PXX/XXO EXT MOUNT POCKET ANCHORAGE PLAN•
0.0. 00" x 98" NOM. PANELS, ANCHOR GROUP 3IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET7) 6"
ANCHORAGE EXAMPLE NOTES:
l 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8•
60" CENTERLINEOF HEAD & SILL: 8" MAX, FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21"
NOM, •• INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX
PANEL SEE "C6" CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS, SHEET 10 ANCHORS PER PANEL, ADDITIONAL ANCHORS 24" O.C. MAXIMUM,
FORINTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY y� 564"
"r2"ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR JAV{
17 CLUSTER IS OVER 24°, OTHERWISE ANCHORS ARE NOT i
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: 1 1 6" MAX,
CENTERLINE JAMBS & P-HOOKS: 8" MAX. FROM BOTTOM. 21"MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR I 2-TRACK
OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS a . SEE FRAME JAMS
P-HOOK ANCHOR DETAILS ON SHEET 14.
REQUIRES "*2'ANCHORAGE SEE'C5"CLUST8R END PANEL ANCHOR PAIR
CENTERLINE CENTERLINE
"CB"CLUSTER, SEE DETAILS, SHEET IO ANCHORAGE
• I DETAILS, SHEET 11 I INTERLOCK FOR ASTRAGAL
4ASTRAGAL (2 ANCHORS) E"
• .051' ^ I_ 3.5" I^ MAX.
T • _'
EXTE IOR v `CENTERLINE °+2•ANCHORAGE CENTERLINE • "r2"ANCHORAGE I�,CENTERLINE
I OF PANEL 3 �OF PANEL 4 OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
SEE"C5'CLUSTER
DETAILS. SHEET 10
O.C.
4 PAIRS OF
ANCHORS
2AX. (TOTAL 8
1• M
O.C. ANCHORS)
PERJAMB
(SEE JAMB
DETAIL
BELOW)
d END PANEL
6' MAX.
\ M2•
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK,
."IIIIIII:..
gr 14 It
.44
.., n.• IOItICD.,.'.P.A�,•
I I °'rR ' I o2iM4 I'l o% I I CEW..OFAM. I �- I sGum I NTS 1 9 w 22 1 POT0128 1 8 1 " 'i nsema
ASTRAGAL OR I�SPLICE LOCATION
INTERLOCK —I IF NEEDED
CENTERLINE 1
3.5-
1.75"
2.04'
EMERIOR 3'6• 7"
v 2-TRACK FRAME HEAD/SILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGALOR SPLICE LOCATION
INTERLOCK—i IFNEEDED
CENTERLINE
3.5'
4.08
EXTERIOR
v 3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4')
ASTRAGALOR I_SPLICE LOCATION
INTERLOCK --I IF NEEDED
CENTERLINE I
4-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'CV)
ASTRAGALOR I (FORSPLICE
INTERLOCK—lI CONDITION, USE
CENTERLINE 'CB"CLUSTER DETAIL)
7" 7'
ASTRAGALOR SPLICELOCATION
INTERLOCK�IFNEFDED 2.04'
2.04'
kMRLIOR 4" DIAG. 7'
xE
--RLL1OR
v 2-TRACK FRAME HEAD/SILL
V
d ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE 'C6' CLUSTER DETAIL)
2.04"
4.08'
kT 7' 4"DIAG. EXiEI--77R10
3-TRACK FRAME HEAD/SILL V
A ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'CS)
ASTRAGAL OR
� (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE II 'CB CLUSTER DETAIL)
I�-
2-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "CB")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE 3.5" 2.04" _
7'
21"
"OIAO, MAX,
0.0,
2.04' T-
2.04'
xE TERIOR fi" DIAG.
21"
MAX,
O.C. X
21"
5.64' MAX-
O.C.
8' MAX.
6.fi4'
F-2-TRACK
FRAMEJ6"MAX.
ANPAIR
PAIR
+ 3,5'
3,5'
3-TRACK FRAME HEAD/SILL
(B. ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "CB")
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
rcumwl IMP USE THIS DETAIL)
4" DIAO. 2.04"
" 6.37'DIAG.
4.08"
�'RLIO �� T• EM�EnnR�IOR
v 4-TRACK FRAME NEAD/SILL V
0 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'CV)
airy.`X"Dfrs
6" MAX.
3.5"
I 4-TRACK
B"DIAG. FRAMEJAMB
E o ANCHOR PAIR
ANCHORS MAY BE INSTALLED
EITHER IN THE EXT, OR INT.
TRACK (INT. SHOWN)
5.64"
3-TRACK FRAME JAMB
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
Y\
F NEEDED
—" 3.6" 1-"--
4-TRACK FRAME HEAD/SILL
(O ASTRAGAL OR INTERLOCK
(USE WHERE S CLUSTER ANCHORS ARE REQUIRED.'C6")
WITH 8 WITHOUT SPLICE CONDITION
SG"m I NTS 1 10 + 22 1 POTO120
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET B.
'�Y, •�'��� 14'+. 5Bi05 .
-� !r,'J
mm�•...
1 �>
A. LYNN MILLER, P.E.
2.04" 2.04'
M RQR IWERIO
IN 4'DIAG. i
6.12° 6.12"
INTERIOR
0 3. f
EXTERIOR
I J __4 3.6' I 4•
2.04' EXTIRIOR
BO°CORNER
2-TRACK FRAME HEAOISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED. 'OD
INFERIOR 1\
4.08"
INFERIOR 2.04" INTERIOR 2.04' NOTES;
7. 1. ALL DIMENSIONS SHOWN
4' DIAG. 8.54' ARE BASED ON MINIMUM
3.5' 3.5'
ALLOWED.
ANCHOR
IN]ERIO INTERIOR QDETAILSAQUANTITY
AND
SPEPICTACING,
CING,
1 EXTERIOR 1 QUANTITY AND SPACING,
EXTENIOH IDENTICALAND WOULD BE 4'DIAG. 4'DIAG, FOR EXTERIOR OR INTERIOR
1 CORNER CONFIGURATIONS,
3 EXTCNIOR 'N'ANCHOR
2.04' -� ~ EXTE OR
2.04' xE TEp10p 4
2.047' 8.84°
00' CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 6 OR 8 CLUSTER
136' CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
136°CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE60R8 CLUSTER
I _ CENTERL/NE
f OFPANEL
ANCHORS ARE REQUIRED. 'CV)
ANCHORS ARE REQUIRED.'C4•
ANCHORS ARE REOUIRED,'CB')
_ Ex—
aIOR
'
'1 4.08'
7.41'4l.
.,2fNCHOR
'r1'ANCHOR
2.04' 4•DIAG.
1 7' 1
4.08'
3.8' LS' 4' — 3.5•
EXTERIOR T \ EXTERIOR 7' 4'
GO' CORNER 135' CORNER
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/S
('C6' ANCHOR CLUSTER REQUIRED ('C8' ANCHOR CLUSTER REC
ATALL 3-TRACK CORNERS) ATALL3-TRACKCORNEf
M46.12
°
INTERIOR
INTERIOR 5.88•
I136
6.12" + +--4' OIAG. _!N 1 1•6-11 6.12"
\/y\ Ealoa I. CENTERLINE
f OFPANEL
"+3" ANCHOR
CENTERLINE 204°
4 OFPANEL 4" DIAG.
RIOR ALL °+2'ANCHOR
E J'I iOR VIEWS T° I�CENTERL/NE
V OFPANEL
4' p1gG 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
2.04'
3.5" I u.o.plsb4•In mwolN.
Y" CENTERLINE AFnp:..N. -o'er•A3
I_ OFPANEL F+MF�"�'I'—'ram
A. '+3'ANCHORu�s1-
4.08'
/1_7
4•Y
/ ]' OR
4' DIAO. 3.5
7•
EXTERIOR
ExrERroa 4.
2'� LIM
00'CORNER
136' CORNER
OF PANEL
OF PAN
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEAD/SILL
(^CB
('C8AT
INTERMEDIATE LAYOUT
AT ALL 4-TRACK CORNERS)
AT ALL 4RCLUBTERRERS)
AT ALL 4-TRACK CORNERS)
ALL 4RCLUSTERRERS)
SIMILAR)
(3•TRACK SIMILAR)
IYVIv-IIYIr=V I
NT5 I 11 -22 R.•a PGTO128
Fla.'t'n" `T
A. LYNN MILLER P.E.
P.El 0705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR 2.1/16"
MA
r MAX.
1 SHIM
SEE TABLE A, —� I m-•
SHE
:ET
2X WO00 WOODANCHORTYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET i & TABLE A, SHEET I
®2-TRACK FRAME HEAD
WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHO*1NO�iE
ANCHOR
& TABLE SHEET 1
SEEANCHOR
NOTE 6, SHEET
1 (1/4'MAX.)ID T2.1H6EDGE
SEETABLE A, SHEET i
EMBEDMENT: SEE TABLE A. SHEET 1
2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT:
DISTANTABLECE:
ESHEETI EMBEDMENT: SEE TABLE A,SHEET I MIN. OF 3 THREADS BEYOND
DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
ABLE A. SHEET 1 SEE TABLE A, SHEET 1
2.1/16" 2-1/IT- NOTES:
1/4' 114" 1. ALL DIMENSIONS
EXTERIOR- r MAX. O MAX. SHOWN ARE BASED
I. SHIM _ SHIM ON MIN, ALLOWED.
12. METAL OR WOOD
SUBSTRATES AYBE
USED FOR ALL FRAME
WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYPES PER TABLE A,
TYSEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES SHEET 1.
NOTE 3, SHEET 1 S TABLE A, SHEET 1 NOTE 4, SHEET 1 3 TABLEA, SHEET 1 • DIAGONAL O.C. IS
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4- (HEAD B SILL)
ew WOOD INSTALLATION ETAL INSTALLATION OR 8'(JAMB &SI
SEE
WOODANCHORTYP., 2X WOOD EMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10& 11.
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR
SEE S TABLE A. SHEET I NOTE 3, SHEET 1 SEE 6 TABLE A. SHEET 1 NOTE 4, SHEET 1
ANCHOR ANCHOR
NOTE 6, NOTE S.
SHEETI 1 SHEET I�
EXTERIOR E TER
2.1110—
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A SHEET 1
3-TRACK FRAME SILL 4•TRACK FRAME SILL
w WOOD INSTALLATION ®METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET ~I
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1
1
EDGE DISTANCE:�wXX,y
IRROUOEREVWD
py,yv
SEE TABLE A,
AvwWrvvNo O3
EMBEDMENT: SEE
~
`
METAL TVP.,
SHEETI
e.M�.+.. of
TABLE A, SHEET i
1.
EDGE DISTANCE: SEE ANCHOR
�...,
2XWOOD
EDGE DISTANCE: 2X WOOD
0 SEE TABLE A, NOTE 4, SHEETI�L
,,.5..
P O
TYP., SEE ANCHOR
SEE TABLE A, TYP., SEE ANCHOR
SHEET 1
SHEETI
NOTE 3, SHEET 1
NOTE 3, SHEET 1
2-1/16""
SMSANCHORTYP
2-i/16' •
SEE ANCHOR NOTES
NOTE
2-1/18•' BTABLE A, SHEET
SEE ANCHOR
SEE ANCHOR NOTES
WOOD ANCHOR TVP.,
MIN. OF 3
8 TABLE A. SHEET 1
SEE ANCHOR NOTES
THREADS
EXTE
p BTASLE A, SHEET
EXTERIOR
BEYOND THEMETA
LYNN 477<��',
1/4' MAX. SHIM I--�
�
METAL
•P\`NI
i^�`J CENSF" �FP
1/4' MAX. SHIM +I
I--
SUBSTRATE
U4' MAX, SHIM
F.—
N0. 56706
2-TRACK
CNSTAME JAMB
®
AEJAMB
E
_
Gw WO
LIATION WOOD
INSTALLATION ®METALC
NSTALLATIONB
_�( •�T
JR IO2W11 �-- �CERi.OPAUM. JmD9I BOOM I NTS1 12 w22 I P070123 I B I •.•••PE�eBTon
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES:
EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE; 1. ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A. SHEETI CONCRETE SEE TABLE A, SHEET SHOWN ARE BASED
PER TABLE TABLE A, SHEET 1
A,SHEETI 2.1N6'• PERTABLE 2-1/16"' PER TABLE 2-1/16'• ON MIN. ALLOWED.
A, SHEET I A, SHEET 1 I/4" • DIAGONAL O.C. IS
!' t t �' ,' "',,.1 '. r SHIM OR B'MAX. MIN •(JAMS)S SEE
EMBEDMENT; 1/q" T p 1/4" %P�ELR,I R 1 DETAILS, SHEETS
SEE TABLSHEET , T SHIM � MAX. SHIM Y' 0 & 11.
PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD At TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYR, SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET i TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1
Ac ME HEAD
CONCRETCK E INSTAL AAME DTION B® CONCRETINSTALLATION ME Cc CONCRETECK EIINSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE ANCHOR NOTESB WOOD BUCK TYP., SEE BEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTESB WOOD BUCK TYP., SEE
TABLE A, SHEET, ANCHOR NOTE 3, SHEET I TABLE A, SHEET, ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHOR SEE ANCHOR SEEANCHOR
NOTE 5, SHEET NOTE 5, NOTE 6,
1 (1/4" MAX.) SHEET 1] 6HEET 1
E%EXTERI
21/18 CONCRETE
2.1116"' �21/18' PER TABLE
EDOE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1
SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A. SHEET 1 PER TABLE SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
� ODNORET EE SILL NSTALLATION ea E SILL
CONCRETE SFcTALLATION CONCRETCK FRAME SILL 4-TRACK E N&TALATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1 _..1
EMBEDMENT: SEE CONCJCMU ANCHOR
TABLE A. SHEET rl TYP., SEE ANCHOR
PROPERLY SECURED EDGE DISTANCE: NOTES & TABLE A.
1X WOOD BUCK TYR, � SEE TABLE A, SHEET
SEE ANCHOR NOTE 3, SHEET 1
SHEET 1
NC,/CMU ANCHOR i. 2,1/16"' PROPERLY SECURED
CO
TNCdCME ANCHOR iX WOOD BUCK TYP.,
NOTES & TABLE A, SEE ANCHOR NOTE 3,
EXTERIOR SHEET 1 CONCRETE SHEET 1
IT ORCMU
V E%TERIOR�,
1/4' MAX. SHIM --�! I-.-- PERTABLE A,SHEETI 15 1!4" MAX. SHIM —
^ I
EDGE DISTANCE:
EDGE DISTANCE: PROPERLY SECURED
SEE TABLE A,
SEE TABLE A, 1%WOOD BUCK TYP.,
SHEETI
SHEETI SEE ANCHOR NOTE 3,
SHEET 1
2•i/
CONC./CMU ANCHOR
•`
TYP., SEE ANCHOR
NOTES & TABLE A,
CONCRETE SHEETI
CONCRETE
FOR CMU
ORCMU
PERTABLE EXTERIOR
PER TABLE
A, SHEETI tT11
A, SHEET I
1/4"MAX, SHIM
I
—
JR I11 I I� I ART �II/RI PI �`J�R 886818 jy 13 +?2 A. LYNNMILLER. P.E.
POTDIPB B veA 5814E
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
EMBEDMENT: SEEANCHORNOTES
SEE TABLE A, S TABLE A, SHEET 1
SHEET 1]__ —� pg (ALSO SEE TYP.
_ ILLUSTRATION, SHEETS)
_ DISTANCE: SEE
��7^T TABLE A. SHEET EMBEDMENT:
V RIOR JIICCI I
PHOOK WOOD ANCHOR TYP., P-HOOK
SEE ANCHOR NOTES
8 TABLE A, SHEET 1 CONCRETE OR
(ALSO SEE TYP. 2.093'MIN. CMU PER TABLE
ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1
®P-HOOK FOR USE WITH FLAT SILL RISERS
Jw PARTS 918,#20 #22 OR#24
WOOD INSTALLATION EXTERIOR MOUNT SHOWN.
(SEE TABLES 1A. 2A S 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,SHEETI 1 Imo" ADAPTER SMS CMU PER TABLE,
MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1
BEYOND THE METAL ANCHOR NOTES
SUBSTRATE 29 STABLE A, SHEETI
(ALSO SEE TYP. EMBEDMENT:
rl ILLUSTRATION, SEE TABLE A;
EMBEDMENT: SHEET9) SHEETI
�
SEE TABLE A, DISTANCE: SEE
SHEET 1 E A, SHEET 1
P-HOOK SMS ANCHOR TYP„ Eaioa
SEE ANCHOR NOTES J
8 TABLE A, SHEET 115
(ALSO BEE TYP. 2.B93' MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
w PARTS #19. #2 1, #23 OR#26
METAL INSTALLATION EXTERIOR
(SEE TABLES IN 2A& 3A MOUNT
FOR WATER RATINGS) ONLY
CONCJCMU
ANCHORTYP., SEE
2E
ANCHOR NOTES S
TABLE A, SHEET 1
1-1/4' MIN. EDGE DISTANCE
EXTERIOR
�7
"'�••' ' �'"-
P-HOOK MOUNTING
ADAPTER CONCJCMU
.'
ANCHOR TYP., SEE
"•'1''
ANCHORNOTES&TABLE
EMBEDMENT; BEE
A. SHEETI
TABLE A, SHEET 1
(ALSO SEE TYP,
ILLUSTRATION, SHEET 9)
FOR USE WITH FLAT
SILL RISERS
SP-HOOK
Jo PARTS#16, 020, 022 OR#24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES 1A, 2A 63A
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 8 TABLE
A, SHEET 1
(ALSOSEETYP.
ILLUSTRATION, SHEET 9)
2�
— —
.. • . ^ ,�:
�`i^ .:.'^
1-1/4"MIN. EDGE DISTANCE
P-HOOK CONC./CMU EXTERIOR
ANCHOR TYP., SEE J-L
ANCHOR NOTES S TABLE VV
A, SHEET 1 2.893' IN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
Kc PARTS#1B 021 #23 OR 025,CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA, 2A& 3A MOUNT
FOR WATER RATINGS) ONLY
NOTES:
1. ALL DIMENSIONS
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 13,
SHEETS 8-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
l;R1N
'k � hlo.:iETUS
JR I 52M4 1__ 1 - I I rERr. oP,tum.nzm I �— ' I 5604I9 I NTSI 14 s22 1 POT0128 I B I ... PEU SBi0.5 I I
CONFIG. EXAMPLES
TAILS'AW &'Au',
SHEETS 12 & 13
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'DW &'Do'. SHEETS 12 & 13
MAX. UNIT —
WIDTH
MAX.
NOM. PANEL WIDTH
TYP. PER TABLES 13
PANEL
PANEL
PANEL
TYPE
TYPE
PANEL
TYPE
'OS'
'AS'
TYPE
A,
.H,
NOM.
MAX. UNIT
PANEL
'sMAX.
PANEL
MAX. HEIGHT
OLD PER
WIDTHTYP.
EIGHT
PER
HEIGHT TABLES
IBEE
13
13
L
U_NOTE2LTABLES
WUI
90,
EXAMPLE: 90°
INSIDE CORNER 4 PANELS - XX/XX
112"
RI
90°
O:NE�IR
CORNERDETAIL 'N2',
\
SHEET 19 & CORNER
ANCHORAGE SHEET 11
INTERLOCK DETAIL
'M', SHEET 19
E% RIOR INTERIOR
JAMB DETAIL'GT, SHEET
18; INSTALLATION DETAILS
J
'GW &'Go', SHEETS 12 & 13
OLD WIDTH = NOM, PANEL WIDTH - 7'
DLO HEIGHT - DOOR UNIT HEIGHT - 10.126'
PANEL HEIGHT- DOOR UNIT HEIGHT- 1.866*
PANEL CORNER FRAME CORNER
DETAIL DETAIL
In:I
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX, �'•""�"/"'%i <
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12.14 FOR INSTALLATION DETAILS. • ' "''` .� �%
2) (1) LOCK (ITEMS 76 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM iD3) AT FRAME JAMB OR ASTRAGAL. "u riA7u,y
3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
G T
m7orEcxeaoywm ANCHORAGE DETAILS /EXAMPLEELEVATIO r�
N.VIIYICE, fLN3M ( •.
(w,~oo SERIES670ALUM.SOD-NON—IMPACT _ `
. uye Pw p e"�"'"°0 Yw om�sw A.LYNNIJILL9RP.E.
JR 012N/4 CERi.OFAURL,yp][9 SliP670 NT8 l6 .22 PG70128 B RE4 W705
CONFIG. EXAMPLES !NTERLOCK0
�M'. SHEET 19
PIKED JAMB DETAIL'GY. /ASTRAGAL HEADER DETAIL'A', SHEET
SHEET 18; INSTALLATION DETAILS'L7' & 18; INSTALLATION DETAILS
DETAILS'GW V13d, L2, SHEET 19 'AW &'Ae. SHEETS 12 & 13
SHEETS 12 & 13 1-1/
PANEFTABLESI-3
PANEL
PANEL
TYP
TYPE
TYPE
'R.
'D'
'A'
MA
UN
HEI6
MAX.
/
SEE
PE
TABI
DLO
NOTE 2.—
HEIGHT
SHEET 15
O
x
MAX. UNIT WIDTH
JAMB DETAIL'GY, SHEET 18;
ON DETAILS'GW &'GO. SHEETS 12 & 13
HEADER DETAIL'A', SHEET 18'.
INSTALLATION DETAILS'AW &'AO.
-SHEETS 12 & 13
. 90° .
PANEL
PANEL
1YPE
TYPE
TYPE
A,
CS'
as.
NOM.
ER
OLD
DLO
JAMB DETAIL'G3', SHEET
WIDT
%18; INSTALLATION DETAILS
TYP.
i 'GW &'GO, SHEETS 12 & 13
EME IIXt INTERIOR
PANEL
I INTERLOCK DETAIL
TYPE
'M', SHEET 19
K,
MAX
90- UNIT SIDE CORNER
DETAIL 19
HEIGHT DETAIL N7', SHEET 198
/
CORNER ANCHORAGE
'D', SHEET MN(. PANEL SEE P SHEET 71
18; WIDTHTYP. TABLES
INSTALL DLO PER NOTE 2, 13 wTENIOR
DETAILS HEIGHT TABLES 1.3 SHEET 15
'Dw' &'DO EXTERIOR
NOM.PANEL
SHEET&13 a CY x WIDTH TYP.
`K K PERTABLES
1-3
L SEE FRAME & L MAX. UNIT WIDTH
PANEL CORNER EXAMPLE: OXXX SI INSTALLATION SHEET DETAIL _— MAX. UNIT WIDTH
CONSTRUCTION
DETAILS SHEET 16 2-TRACK 'DW &'De. SHEETS 12 & 13 EXAMPLE' 90° OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS 'Li' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW &
l L2, SHEET 19� ,1 INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12 & 13-,
HEADER DETAIL 1
�ETAIL'H2',SHEET P-HOOKDETAIL'J'&W,SHEET V. SHEET IB; `--% HEADER DETAIL'C', SHEET
18: INSTALLATION DETAILS 19: INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET 1B; INSTALLATION 18; INSTALLATION DETAILS
'HW &'He'. SHEETS 12 8 13 UO,'Kw' &'Kc', SHEET 14 DETAILS SW & SO, DETAILS TW &'IC, SHEETS 12 & 13
SHEETS 12 & 13 \'fie' 8'Cc', SHEETS 12 8 73
MA4
HE
F
TA
I.
T
HT
I
ES
1-�--� M .UNIT WIUIH
PANEL
PANEL
PANEL
PANEL
I
TYPE
TYPE
TYPE
TYPE
UNIT
,L,
M.
NOM.
F
Q¢
GHT
ER
ILES
-3
MAX.
DLO
HEIGHT
/
/
SEE
NOTE 2,
SHEET 15
PANEL
WIDTH TYP.
PER3
TABLES IJ
/
hZ
qi
,3 j
a
x
O
x
tAAMPLE: UXXXD SILL DETAIL'E', SHEET IS:-
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'EW WEd. SHEETS 12 & 13
r.--- MAX. UNIT WIDTH
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
M.
'F',P,MA
FANEL
NOM.
UN
PANEL
d
HEIC
WIDTH TYP,
//
PE
SEE
MAX
PER
TABI
—NOTE 2
DLO
TABLES 13
V
SHEET 15
HEIGHT
X,
�
,�
%
0
C.
T
HT
i
ES
EXAMPLE: XXXO SILL DETAIL'P, SHEET 18;
(4-TRACK BY-PASS) INSTALLATION DETAILS
'PW &'Fc', SHEETS 12 & 13
Sc I NTS 1 16 + 22 I PGTO128
,; kTY,.
-iz• rlo. ,Suns . a s
A. LYNN MILLER, P.E.
P.E.659T05
E TYPE
R EMCORNER
EMCORNER
INTCORNER
EM CORNER
EMCORNM
INTCORNER
€ W LOCSSTILE
! WI HANDLE
N RECEIVER
W/HANDLE
90 RECEIVER
Wl NANDIE
Bp RECEIVER
136 RECEVER
W/HANDLE
I36 RECEIVER
WIHANDLE
01 0
Cle
#11D
#01
R110
q01
p0�
Ne1
ket
TQ
TIC
TA
TV
TW
SQ
SC
SA
SV
SW
FD
FC
FV
FW
PANEL NOTES:
1. SEE DP TABLES 1.3. SHEETS 6-8 FOR PANEL
SIZES & DESIGN PRESSURE.
RIGHT
2, PANEL TYPES NOT SHOWN OR CROSSED OFF
PANEL
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
STILE
AND ARE NOT AVAILABLE.
3.90' ASTRAGALS TO USE HEAVY-DUTY STILES
NELTYPESAND
(981), CORNER RECEIVER (#118)AND EITHER
EXTERIOR (#119) OR INTERIOR (#120) CORNER
ASTRAGALS.
4.135- ASTRAGALS TO USE HEAVY-DUTY STILES
(11161) AND CORNER ADDON (#31).
062'
EME IOR
OBY
4.056'
3.305'
u ODUCTREVIEEO
J.
hx4inR title
� � pIT1y+NR 1M FIaNd1
EiM.wY.Ole _p 2 s
TILL RIBER. FLAT
SILL RISER FLAT
s4
4EDIUM. 3-1/4'
HIGHIG i4'
.750. T60'
E%TERIOR
TERID /� .OBY
.OBT �Y 4.U5S
LYFN
SILL RIBER. BOX
O SILL RISER. BOX
26
MEDIUM. 3-1/4'
HIGH 4" Na Pl'DS
-ANCE REQUIREMENTS, SEE SHEETS
is
r
ALUM.SGD-NON-IMPACT
NNti °i+ A. LYNN'MILLEIL P.E.
ITS 17 +22
PGT0128 B R.EANIM
ASSEMBLY DETAILS
(SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS)
,REXTERIO
G1
2-TRACK JAMB
CLIP #105
W7RETAINER#106
(SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
I-TRACKJAMB
:LIP 080 OR #105
V/ RETAINER #123
SHOWN WITH
'IXED PANEL TO
-HE EXTERIOR)
SHOWNWITH 2-TRACKW/SCREEN
OPT.SCREEN A FRAMEHEAD
TRACK
EXTERI
a
2-TRACK W/SCREEN
D FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
1/
G3
2-TRACK JAMS
(SHOWN
WITH
OPERABLE
PANEL)
16
112
40 �
51 52 2-TRACK JAMB
W/SCREEN
53
%TERIOR
1D5 FIILLPANELJAMBLENGTH
pp�0 pqi 60 OR 61 Do
64K 0]-11 17
10OR61 6 5
5 SEE DETAIL 01
FOR FIXED
80 PANEL CLIP j 1Di 1
SEE DETAIL G2
103 FOR FIXED
PANEL CLIP 5 1W 600R 61
5
16 7
-R-E% ERIOR I51Z RI OR 61 n E%TERIOR IOR
3-TRACK JAMB V 3-TRACKJAMB V4-TRACK JAMB 4-TRACKJAMB
SHt (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
OPERABLEPANEL) FIXEDPANELTO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
4-TRACK
C FRAME HEAD
es
EXTERIOR
a E%,
720R ]3 1
5i11
2
113
3-TRACK
E FRAME SILL
al,Er4rAaromoRrvE VERTICAL SECTIONDE7
T Iy4mrERIES670ALUM.SGDr. oFABM.42BT.6 00 SG NTS 18 • 22
4-TRACK
F FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES 1.3
PGTO128
av, SG7U
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
Nos
1,4 r,mil
4 INFERIOR
lkill STANDARD ASTRAGAL 067 HEAVY-DUTY u WITH STANDARD H RD STILES WITH HEAVY-DUTY SCORNER [ILES#SNt7 2-TRACKSHOWN N2 2TRACK SHOWN
SIDE ER
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)
136- OUTSIDE CORNER
Ot 2-TRACKSHOWN
80 m I NTS 118 a 22. 1 PGTO128
INIERIO
INTERLOCK
• ITEM 081 (HEAVY-DUTY
STILE) SHOWN, ITEM NSO
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
13, SHEETS M FOR DP
(PSF) ASSOCIATED WITH
STILES.
A. LYNAMILL�ILP.E.
PA058700
Item
#
POT
DW .tl
pOTtl
Description
1
It=
017me
2-TRACK HEAD
2
17303
SITM
2-TUCK HEAD WITH SCREEN FAIL
3
little
8173H
1TRACK HEAD
4 ,
17312
017312
4•TRACKHEAD
S
17314
817314
FRAME SCREW COVER
8
11317
617317
FRAME HEADIAMB SCREEN ADD -ON
7
173N
517304
2-TRACK BILL
0
17301
817mi
2-TRACK SILL WITH SCREEN MIL
0
17307
617307
:.TRACK BILL
10
1 17310
1 617310
4-TRACKSU
11
17313
017313
FRAME BILL TRACK INSERT
12
VMS
617316
FRAME SILL SCREEN ADD43N(SEE NOTE 3)
13
MIS
817310
FRAME BILL SCREEN END ADDON(SEE NOTE 3)
14
17305
017305
2-171ACK JAMS
10
173112
Slim
2TMCK JAMBWDHSCNEEN PAIL
10
1T306
617308
1TRACK "a
17
17311
517311
4TMCK JAMB
10
173m
617322
SLL RISER- FLAT. FLUSH. 142'
19
17319
017310
BILLRSER-BOKFLUSH. 1.1W
20
17321
617321
SILL RSER - FLAT. LOW, 2-IX
21
1I311)
617318
BILL RSER- BOYLOW. MIT
n
17305
617355
SW. RSER• FLAT. MEDIUM. Y114'
23
173M
017354
SlLPISER-BOXMEDMM.MI4'
24
17323
6173M
SLL RISER• FLAT. HIGH,V
25
17320
017320
SILL FIBER -BOX HIGH, 4'
26
17333
817333
POCKET P-HOOK
27
7070
07070
NEOPRENE BULB WSTP FOR P4DOK
26
173M
6173U
POCKET P-HOOK MOUNT
29
173M
817336
P-HOOKCOVER
30
17345
Slim
POCNETP4100KFORBOXRSER
31
17378
617378
135 CORNER
52
17378
S17375
I35 FDED MOUNT
ITEMS
ARE SCREEN PARIB:
40
4319
812258
SCREEN SIDE RAIL-LOCKSTIIE
41
7LOCKWOSK
SCREENLOCKSET
42
41810
SCREEN KEEPER SPACER SET
43
8152
U152
BCREENINTEmOCK ADAPTER
44
4428
54428
SCREEN DOUBLE INTERLOCK
45
4317
B1225B
SCREEN TOP ROLL
40
4318
61=57
SCREEN BOTTOM MIL
47
me
7BRAZ
STANDARD ROLLE0.
45
656
79RAX
STANDARD ROLLER• ST. STL
49
4M4
aw
SCREEN ASTRAGAL
E0
17349
Slime
OXO SCREEN ASTRAGAL ADAPTER
51
1882
N662
SCREEN SPLINE-.105-
62
16e4
elect
SCREEN SPLWE •.150'
63
01010C20
SCREEN CLOTI
54
I ins
I IIOXCX111W
SET. eLOCK, NEOPRENE 85.1d
55
1 1128
I ll'XCXIIIWSET.
BLOCK, NEOPRENE 85 HS
item
#
POT
Dw •#
POT#
Description
N
1] 5
617328
IPANELSTILE
51
Irma
517328
IPANEL STILE (WAVY DUTY)
U
17327
017327
INTERLOCKAMPTOR
55
1225
67246
VINYL BULB WSW.- THIN (INSIDE INTERLOCK)
54
1729
71720
SLL END WEATHERSTRP PAD
05
17$28
617328
INTERLOCK SCREW COVER
47
ITS29
617320
ASTRAGAL
w
177t9
6173M
HEAVY DUN ASTRAGAL
M
17324
6173N
TOP 8 BOTTOM RAIL
TO
17350
4173W
WEATHERSTRp EYIENSKIN(INJECTON MOLMO)
71
1e95
71695
1-IWXI'XXVHIGHFNSEALNISTPLUDS
72
5153
78153X
TANDEM ST. STL. FOULER ABBY.
77
1 $153
78153N
TANDEM NYLON RMLERABBY.
7/
1
SILICONE
OOW400, COWA05 OR GE•77M
75
1 81W
761OX
GEMINI MORTICE 3 LY DUAL LOCK WILONG TRIM PLATE
M
I
I 71MMIFPFX
410 X 1' FL SS SCREW WI TYPE'F' TP
T7
7103239
IM STEEL 2NC UNLIT
iS
time
e17358
Y1S A 114'BEAD '
K
17357
811357
1' 0BEAD
W
1735D
817350
We' BEAD/ FLIED PANEL CLIP
87
1224
61P247K
VINYL BULB WEATHERSTRIP
N
51745
1745
LOWS we, 112'% inFiOL BIDE ADH.T PD, ROLYB
100
5052
46052
ROLLER ADJ. HOLE PLUG
f01
ri9e7
JAMB BUMPER
102
1000
71695
DUSTPLUO
103
S1B8
78INX
It- KEEPER
104
553
75DKEEP
SCREEN LOCK KEEPER
100
1 17344
617314
PIED PANEL CLIP -C LONG
104
17252
817352
FIXED PANEL RETAINER• 0118'
107
1139
71]39
HANDLE KIT• INTERIOR RAISED WITH THUMB TURN, USED WITH 95
IOU
1740
71740
HANDLE W. RAISED EXTERIOR HANDLE, USED WITH 175
1D0
17M
T8192SN
HANDLE KR•RECE88E0 V4f. WITH THUMB TURN, USED WI1HN76
110
1732
i017B
HANDLE KR- RECESSED EXTERIOR PULL, USED WITH 055
111
71DWPPSQAX
$10X314' PH. PM, TEK-8.8,
112
1235
e151B
WSTP,.270 X. tic. FIN DEAL
ilr
1712
A/006
.157' X.239' FINSEAL
114
710%116PPX
010.X1.1IT
110
710N'PT
FIOX1'
115
72UIX
N14.20X1'8.8.
111
720%112K
N I X I-112' B.S.
61TMS
N DEGREE CORNER RECEJ ER
Ili
81709]
N DEGREE OUTSIDE CORNER ASTRAGAL
0117338
W DEGREE INSIDE CORNER ASTRAGAL
BI7352 IFDgED
PANEL RETAINER. 7I8'
NOTES:
1) ALL ALUMINUM = 6083-T6
2) ITEMS 0 33-39, SM9, 68, 81, 84.99,
121 6 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF 012 OR #13 REQUIRES
MIN, 010 EMS OR 3116' MASONRY
ANCHORS @ 24- MAX. O.C.
".QI •.rnil.......
y
9RTS LIST
=RIES B70_ALUM. SOD -NON -IMPACT
ScalesNTS 20 122 u PGTDI28 E a. LYP.EAU70'P.E.
5,069" 8.562"
OA80•1.2 j
1" �-L6"
T-m---i
0.061` 02.TRACK HEAD 10 4•TR
(6063-TB AL) (BOB L)
6.198,
0.06,' Q ,.
O2-TRACK HEAD W/ SCREEN TRACK
(8063-TEAL)
6628' ,I�III}--T}
1 � .080' II 1.505'
O3-TRACK SILL
(6083-TBAL)
1:L
7.105`
6,221'
0.080' — T
uu
1 211' 1.605'
;
0.081'O3-TRACK HEAD Oa K SILL W/SCR TRACK
(6063•T6 AL) OB3•TB AL)
9.142°
1.211'
in
0.081' 0
4-TRACKHEAD
(6063-T6 AL)
1.514'
t.zao°
i_ 0.060"
0.062"
0.63r
T1.516-
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN
ADD -ON 12 ADO-0N
DD63-TB AL) (6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3116' MASONRY
SEE SHEET 17 FOR SILL RISERS, ANCHORS@ 24' MAX. O.C.
4.49'
0.080,
.605'
O7 2•T LL
6003•TB
I — 0.060,
0.780"
1.9BD" •+
W
FRAME SILL SCREEN
END AD
8083. 6 AL)
REQUIRES MIN. 010 SMS
OR 3/1a' MASONRY
ANCHORS 0 24' MAX. O.C.
18,
2-TRACK JAMB W/
15 SCREEN TRACK
(6063-T6 AL)
83-TRACK JAMB
(6063-T6 AL)
A. SGD -
21 r 22
1.B7Y
0.062-
1.019,
O.OB1"
SCREEN
STILE
(8063--T8 AL)
5.069"
1'045'
1.993'
0.062'
14
O2-TRACK JAMB
4 S REEN
T
(6063-T6 AL)
(8063-T683-TB AL)
1T 4-TRACK JAMB
(6063-T6 AL)
F� 0.875'
1.993'
L 0.062'
am
RAIL
(8063-TB AL) .
n:
A. LVNN MM1LER, P.E.
P.E.46870
0.718- 0,83' 3.802'
2.304" � �{
3.602'� 0.752"
0.762' LI`il"'�J O.BB6"
0.674" 0.796"
0,062° 0.080' 0.082°
0.284" 0.076" 0.233" KSC
FRAM SILL P-HOOK MOUNTING P-HOOK SCREW
8 11 24 P-HOOK 26 29 30 P-HOOK FOR BOX RISER
COVER OTRACK O(g063•TB AL) OAOAPTOR OCOVER 0.080' (00 3-TO ALA )
(6063-T6 AL) (6063-T6 AL) (6063-T6AL) (6063-TEAL)
.155" -i 2.30"
D.080'
0.830'
2.4 +I I
4*
� -�
31 135' CORNER
(6063-T6 AL)
67 STANDARD ASTRAGAL
(6063-T6 AL)
1,488'
.080" 1,870"
32 135° FIXED MOUNT
(6063-T6AL)
4•
0.062" 1.B00
�- 3.126'
eo STANDARDSTILE
76063-T6 AL)
0281" ---4
B8 HEAVY DUTY ASTRAGAL
(6063•T6 AL)
Imo- 4•
0.133" 1•600
3.125`
et HEAVY DUTY STILE
(6063-T6 AL)
.739' y
0.062°
L888"
INTERLOCK
82 ADAPTER
(6063-TO AL)
I+- 4,111"
0,082" 1. 04' 28 � 045' 11�- 1.060' I-� 1.050' I-�-
1.845" I JI�I
.811' .84B"
69 TOP/BOTTOM RAIL 7g GLAZING 80 7/16'GLAZING 79 31W&1/4'
O(6083-TT
O BUAD 0 G.) OBEAD, F�XE� O GLAZING
(5063-T6AL) PANEL CLIP Rff�
(6063-TO AL) (6063--T6 AL)
'003
A2.826"'
0.757" 0080.0.050"185 FIXED0.79`PANEL CLIP 2.80.133(6063-T6 AL) 1.496' 1.498•
80" L 0.709" 1P3 FIXED PANEL RETAINER. /8"0.080" �� (6063-T6AL)tte 90' OUTSIDE CORNER ASTRAGAL
FIXED PANEL 11690°INSIDE/OUTSIDE (6063-T6AL)
108 RETAINER. 9/i6^ CORNER RECEIVER
(6063-T6 AL) (6063-T6 AL)
emm
5.621"
0.133"
120 90° INSIDE CORNER ASTRAGAL
(6063-T6 AL)
22 a 22
303"
0,325"
0.062`
BNTERLOCK
B5 SCREW COVER
(6063-T6AL)