HomeMy WebLinkAboutNOA; Series 8100 Aluminium Sliding Glass Door W or WO ReinforcementsMIAMI-D1ADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) j www.miamidade.gov/Rera/
7500 Amsterdam drive
Orlando, Florida, 32832
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 PERA -Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The; Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their, jurisdiction. PERA 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.
APPROVAL DOCUMENT: Drawing No. 08-00875, titled "8100 Series l
sheets 1 through 26 of 26, prepared by manufacturer, dated 10/13/09 and la
sealed by Luis R. Lomas, P.E., bearing the Miami -Dade. County Product Q
Acceptance number and expiration date by the Miami -Dade County Produc
MISSILE IMPACT RATING: Large and Small Missile Impact Resist
Limitations:
1. 3-1/2" sill riser item # 36(sheets 1 thru 7) is limited to positive (exti
1 /2") sill riser to be used above +100 psf.
2. Two (2) anchors at each anchor location shown in sheets 8 & 9 at h
anchor at each pocket (hook -strips jamb) required.
LABELING: Each unit shall bear a permanent label with the manufactures
and following statement: "Miami -Dade County Product Control Approved"
RENEWAL of this NOA shall be considered after a renewal application h,
change in the applicable building code negatively affecting the performance
TERMINATION of this NOA will occur after the expiration date or if the
materials, use, and/or manufacture of the product or process. Misuse of this
product, for sales, advertising or any other purposes shall automatically terr
with any section of this NOA shall be cause for termination and removal, of
ADVERTISEMENT: The NOA number preceded by the words Miami-]
the expiration date may be displayed in advertising literature. If any portic
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user b)
and shall be available for inspection at the job site at the request of the Buil,
This NOA revises NOA # 10-0209.12 and consists of this page 1 and evide
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E .
MIAMI•DADE COUNTY
. ,...• Alul
MI: Reinforced & Non -reinforced",
: revised.on 03/01/2011, signed and
Itrol revision stamp with the Notice of
Control Section.
Dp = +100 PSF, item #37 (4-
sill and jambs, except one (1)
s name or logo, city, state and series
unless otherwise noted herein.
s been filed and there has been no
of this product.
e has been a revision or change in the
VOA as an endorsement of any
inate this NOA. Failure to comply
ode County, Florida, and followed by
of the NOA is displayed, then it shall
the manufacturer or its distributors
ling Official.
ice pages E-1, as well as approval
NOA No 12-0130.13
Expiration Date: March 31, 20f6
Approval Date: April 19, 2012
Page 1
DALL E. ST®FF4 AROffECT39 P
7APPROVED
AR#0011105
® REVISE & RESUBMIT
® APPROVED AS CORRECTED ® REJECTED
This review is only for general conformance wish the design concept of the
project and general compliance with the information given in the contr^rf
documents. Corrections or comments made on the shop ftt,; iys uvring
thls�ev!1810 do not relieve the contractor from compliance with the regLk
n:snts of the plans and spaci5cations. Approval of a specific item shall net
include approval of an assembly of which the Rom is a component. Con-
tractor is responsible for: Dimensions to be confirmed and correlated at the
job s,,e; Information that pertains solely to the fabrication processes or to
4ia means, methods, techniques, sequences and procedures of cronstrue-
tion: coordination of the %wj k of all other trades: and for pariorming all work
in a safe and satisfactory manner.
DATE`��•� BY:
MIIAAMMII-DADE
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
WinDoor, Incorporated
7500 Amsterdam drive
Orlando, Florida, 32832
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
lywww.mia miducie.goy/pera/
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 PERA -Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction: PERA 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 118100" Aluminum Sliding Glass Door W/WO Reinforcements-L.M.I.
APPROVAL DOCYiMENT: Drawing No. 08-00875, titled "8100 Series LMI: Reinforced & Non -reinforced",
sheets 1 through 26 of 26, prepared by manufacturer, dated 10/13/09 and last revised on 03/01/2011, signed and
sealed by Luis R. Lomas, 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 I'IControl Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. 3-1/2" sill riser item # 36(sheets 1 thru 7) is limited to positive (exterior) Dp = +100 PSF, item #37 (4-
1 /2") sill riser to be used above +100 psf. 1
2. Two (2) anchors at each anchor location shown in sheets 8 & 9 at het d, sill and jambs, except one (1)
anchor at each pocket (hook -strips jamb) required.
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 I40A.
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 Buildi, Official,
This NOA revises NOA ## 10-0209.12 and consists of this page 1 and eviden a pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No 12-0130.13
Expiration Date: March 31, 2016
Approval Date: April 19, 2012
Page 1
WinDoor, Incorporated
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (transferred from file # 10-0209.12)
2. Drawing No. 08-00875, titled "8100 Series LMI: Reinforced & Non -reinforced", sheets 1
through 26 of 26, prepared by manufacturer, dated 10/13//09 and last revised on 03/01/2011,
signed and sealed by Luis R. Lomas, P.E.
Note: This revision consists of FBC 2010 update only.
B. TESTS (transferred from file # 10-0209.12)
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass,
prepared by National Certified Testing Laboratories Inc, Tel Report No. NCTL-210-3573-3
dated 07/31/09 and revised and reissued on 12/16/10 and 14,CTL-210-3573-4 dated 07/30/09
and revised and reissued on 12/16/10, both signed & sealed by Gerald J, Ferrara, P.E.
(Note: This test reports have addendum letters dated 08/03/110 &11/29/10, issued by National
Certified Testing Laboratories Inc., both signed & sealed by Gerald J, Ferrara, P.E.)
C. CALCULATIONS
1. Statement letter of conformance to FBC 2010, dated January 19, 2012, prepared, signed
and sealed by Luis R. Lomas, P.E.
2. Anchor verification calculations, structural & comparative analysis, complying with FBC-
2007, dated 02/03/10 and last revised on 09/02/10, prepared, signed and sealed by Luis R.
Lomas, P.E. (transferred from file # 10-0209.12).
3. Glazing complies with ASTME-1300-02 &-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment,, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for
their "DuPont Sentry Glass ® Plus", expiring on 01/14/17.
2. Notice of Acceptance No. 08-1224.04 issued to Solutia� for "Saflex Composite glass
interlayer w/ PET core", expiring on 12/11/2013.
F. STATEMENTS
I. Statement letter of conformance to FBC 2010 and "No financial interest", dated 01/19/12,
prepared, signed and sealed by Luis R. Lomas, P.E.
2. Statement letters of conformance to FBC 2007 and "No financial interest"., both dated Jan
02, 2010, signed and sealed by Luis R. Lomas, P.E. (transferred from file # 10-0209.1Z)
3. Test lab compliance statement, part of the above referenced reports.
4. Statement addendum letters dated 08/0/10 & 11/29/10,'issued by National Certified
Testing Laboratories Inc., signed & sealed by Gerald J, Ferrara, P.E.
G. OTHER
1. This NOA revises NOA # 10-0209.12, expiring on March 31, 2016.
2 Test Proposals # 08-0955B (consolidated) dated Jan 15, 2 09, app oved by B�CCO.
14haq L Chanda, P.E.
Product Control Examiner
NOA No 12-0130.13
Expiration Date: March 31, 2016
Approval Date: April 19, 2012
E-1
REINF:
20"
MAX.
_R)
FRAME
HEIGHT
118
7/16"
MAX.
PANEL
HEIGHT
108 21/32"
x
I x
MAX.
D.L.O.
HEIGHT
o
48" MAX. NOMINAL
PANEL WIDTH
40" MAX.
D.L.O. WIDTH
REINF.
REINF.
—
j
X
x
x
I
I
x
6" To
—d
8100 SERIES 4'0 x 10'0 LMI SOD
WEEP SLOT
TYPICAL ELEVATION EXTERIOR VIEW
WEEP SLOT x .
LL
TYP. LOCATED ATT ALL
6 PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS
APPLICABLE
VERTICAL CENTER LINES
AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
6
16 6 NON -REINFORCED WITH SILL RISER ITEM #35
8100 SERIES 4'0 x 10'0 LMI NON -REINFORCED SGD FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
2TRACKLAYOUT '
8100 SERIES 4'0 x 10'0 LMI REINFORCED SOD .
2TR4CKLAVOUT
REVIsIONs
REV
DESCRIPTION
DATE
APPROVED
_ T
A
PER DADE LETTER DATED MAY 06. 2010
1 D5/12/10
I R.L.
B
PER LETTERS DATED 9/28 & 11/23 2010
12/09/10
1 R.L.
II
II
NOTES:
POCKET WALLI� 1)
THE PRODUCT SHOWN HEREIN IS DESIGNED'AND MANUFACTURED
UNDER
TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
SEPARATE2)
II 2)
WOODUD ATEEI
APPROVAL.
STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED AND
BEBYA II
PROPERLY STRUCTURE.
J.
A.LOADS
20ALL
2XTRANSFER
WOODDFRAMI FRAMING/IX ORWOODBACKED STEEL
STUD OR MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF
II
THE ARCHITECT OR, ENGINEER OF RECORD.
3)
ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
II
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
FACTOR Com1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. .
4)
FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6 .075" THICK.
PANEL MATERIAL: EXTRUDED ALUMINUM 6063—T6 .080" THICK.
5)
UNITS MUST BE GLAZED WITH LARGE MISSILE IMPACT SINGLE
LAMINATED.OR INSULATED LAMINATED GLASS AS SHOWN IN
GLAZING DETAILS ON SHEETS 11 AND 12, PER ASTM E1300-04.
6)
APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR
THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION
IS REQUIRED.
7)
APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK OR 4
TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS.
DESIGN PRESSURE RATING
IMPACT RATING
t70PSF
LARGE
MISSILE IMPACT
RFINFORC.Fn WITH SILL RISER ITEMS 436 AND #37
DESIGN PRESSURE RATING
IMPACTRATING
�i10PSF
LARGE
MISSILE IMPACT
TABLE OF CONTENTS
SHEET NO.
DESCRIPTION
1 — 6
ELEVATIONS, HORIZONTAL CROSS SECTIONS AND NOTES
7
DESIGN PRESSURE CHARTS
8 — 10
ANCHORING LAYOUT, NOTES AND DETAILS
11 — 12
BILL OF MATERIALS AND GLAZING DETAILS
13 — 19
CROSS SECTIONS
20 — 23
INSTALLATION DETAILS
24 — 26
COMPONENTS
PANEL HEIGHT AND D.L.O. FORMULA
PANEL HEIGHT - UNIT HEIGHT — 1 9/16"
MAXIMUM D.L.O. HEIGHT =- PANEL HEIGHT — 9 1/2"
D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2'
7500 AM5CERDAM DRIVE
WinDoor ORTANDO,FL32B32
IWCORP0RA'MD ea".daaraera�ao i•`• ,•,:1 (:.: `'!.
�� rmwT.aetasos www.wlndoocl"acom ��, .' ,
8100 'SERIES LMI
—REINFORCED
REINFORCED &NON
4'0 x 10'0 PANEL 2TRACK ELEVATIONS I' 1"'
••�_ z__.JY lr i
DRAWN: DWO NO. � � EV, '
TJH 08-00875 g . '.� Id� Is UPI,P. ,
seams NTS DATe 10 13 09 sNeEr1 OF 26 �,.' •.,,.,
�rr,. ''1 f'/•,1 �oar
�nrunulvr�
98
F
H
REVISIONS
DESCRIPTION DATE APPROVED
PER DADE LETTER DATED MAY 06,'2010 05/12/10 R.L.
'Eft LETTERS DATED 9/28 &-11/23 2010 12/09/10 1 R.L.
358 1/2' OVERALL TESTED FRAME WIDTH
60" MAX. NOMINAL 52" MAX.
PANEL WIDTH D.L.O. WIDTH
REIN
I A
I REINF.
I REINF.
/
' MAX,
TAME
_IGHT 7
16
MAA X.
PANEL
PANEL
y
♦
D►
M
♦
�►
HEIGHT
X
x
X
X86
21/32"
MAX.
D.L.O.
I
HEIGHT
L
/
E
/
/
I /
6" TO
ulcco cl nr
I
I R1 n0 SERJES 5'0y R2 LMl SGD
I
)CKET WALL
UNDER
SEPARATE II
IPROVAL. TO
E REVIEWED II
BY AHJ.
WEEP SLOT 1" x .1875"
TYPICAL ELEVATION EXTERIOR WEW
TYP. LOCATED AT ALL
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS
VERTICAL CENTER LINES
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
8100 SERIES 5'O x 82 LMI NON —REINFORCED SGD 8100 SERIES 5'O x 82 LMI REINFORCED SGD
rUGDPCi 0104
2TRACKLAYOUT
ldlb 2TRACKLAYOUT
N ioM► yw
NON -REINFORCED WITH SILL RISER ITEM #35 moo— " l" '13 REINFORCED WITH SILL RISER
ITEMS #36AND #i37
U7=SldIVPRESSUREAA7#R
—
1MPACTFL4TIRCi—
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
REINFORCED WITH SILL RISER ITEMS #36 AND H37
PANEL HEIGHT AND- D.L.O. FORMULA
PANEL HEIGHT = UNIT HEIGHT — 1 9/16"
MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2"
D.L.O. WIDTH a NOMINAL PANEL WIDTH — 9 1/2"
—DESIGN
—1MPACtRATINO —
A`�rad n ewnP1YM3 wq0 tBra
nTInlAln '
NOAN•�/
MIen11 Duat• hula /Nr cuntrof
Iir��t►�. �. Llxku.�
75AMST73RDAMDRIV3
WinDoor
O00
W RLANDO, FL32832
INCORPORATED p°,brweiAolsa�sOD w windoorinccom
r" r
r r
, t,`• F' 1
8100 SERIES LMI
REINFORCED ric NON —REINFORCED
\\�IIfi.•''
O�
5'0 x 8'2 PANEL 2TRACK ELEVATIONS
I'.. (:, I.1 ;
iewu. nwr. un. nw-
, .5•
TJH • 1 08-00875 1 B. 11
I I!/-J
nrlrtn
120"
FR
HE
290 3/8" OVERALL TESTED FRAME WIDTH
48"MAXPANEL -WIDTH NOMINAL — D.L 0, WIDTH
IMF
I
REINF.
I/
I
REINF..
MAX.
ME
;HT 118
7/15"
/'
/
REINF.
MAX.
HEIGHT
PANEL
108 21/32"
0
X
X
x
X
MAX.
HEIGHT
D.L.O.
9
REVISIONS
DESCRIPTION I DATE APPROVED
PER DADE LETTER DATED MAY O6• 2010 1 05/12/10 1 R.L.
PER LEITERS.DATED 9/28 k 11/23 20t0 12/09/10 1 R.L.
6" TO 8100 SERIES 4'0 x 10'0 LMI SGD
WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS IYPWEEP SLOT 1" x APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM NEL VERTICAL
LOCATED AT ALL
LL
SIZE AND USE VERTICAL CONDITIONS AS SHOWN. VERTICAL CENTER LINES
8100 SERIES 4 0 x 10'0 LMI AEON -REINFORCED SGD
sTRACKLAYOUT
NON -REINFORCED WITH SILL RISER ITEM #35
_DESIGN PRESSURERATINO
_IMP_AOJRATIN_G
t70PSF
LARGE
MISSILE IMPACT
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
HEAD
SILL
8100 SERIES 4'C x 10'0 LMI REINFORCED SGD
3 TRACK LAYOUT
REINFORCED WITH SILL RISER ITEMS #36 AND #37
DESIGN PRESSURE RATING
IMPACT RATING
#1 iOPSF
LARGE
MISSILE IMPACT
HEAD 1`YODUciraw a
SILL "-4iPWy"tbtmR"W
A«:o .N. Iz-013o• 13
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
WL�-'� 7500 AMSTERDAM DRIVE
illl 1oor ORLANDO, FL52852
INCORPORATED P°ooet407rWINN
III'r�,•
4• rA
hDIl70VCd n. COIIItI�Vlfl557lll1 the
P-407AR1e50i www.vAadoodnc.com
/) '
'• y% C '
''•,
8100 SERIES LMI
Rlulid. Rule (' tte�
u,te�J
REINFORCED & NON —REINFORCED
��f �.7�
MIxInS_lUuucPlwtl Cuntlol
4'0 x 10'0 3TRACK ELEVATIONS
l:a. (i'i•'I ;
Ily Ih �Nj_�5�
-
'• ti'' i 'S
'l
DRAWNS
OWO N.D.
fl�V
_-(
% ' L l LEithla pEd
TJH
08-008 75
g
lc(r a�Lbi a
�,'•FIar,I�,i;INQ;,
SCALE NTS DATc 10 13 09 ISHEET3 OF 26
•'ririnl„Ilnlla
98"
FR
HE
REVISIONS
DESCRIPTION I DATE I APPROVED
PER DADE LETTER -DATED MAY 06. 2010 1 05/12/10 1 R.L.
'ER LETTERS DATED 9/28 & 11/23 2010 12/09/10 1 R.L.
362 3/8" OVERALL TESTED FRAME WIDTH
_ 60" MAX. NOMINAL 52" MAX.
PANEL WIDTH D.L.O. WIDTH
REINF.
I
I
REINF.
I
(
REINF.
1
96
/
MAX .7PANEL
«
»
«�
♦�
HEIGHT
86 21/32"
O
O
X
X
X
X
MAX.
kME
MAX.
D.L.O.
I
I
GHT
HEIGHT
--
6" To 8100 SERIES 5'0 x 8r2 LMl SGD
WEEP SLOT, TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" X .1875"
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
14 1
8100 SERIES 5'0 x 82 LMI NON -REINFORCED SGD 48 HEAD 8100 SERIES 5'0 x 8'2 LMI REINFORCED SGD 48 HEAD
3TRACKLAYOUT STRACKLAYOUT
49 SILL h9 SILL
NOW-APINFAROED WITH SILL RISER ITEM #35 REINFORCED WITH SILL RISER ITEMS.#36 AND #131 �
—DES#QNPRESSURERATINQ—
#MPACTRAT#NQ
$70PSF
LARGE
MISSILE IMPACT
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
1110PSF I LAR
�qw
MISSILEIMPACT
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
7500 AMSTERDADRIVE
WinDoo�
UITLADIDU,Nt3283M2
,�f `'11 r!• rr
INCORPORATED Dn"o aunaam
_ r an�ernws waw.wlndootine.eom
BpprovedascomplylRRWllb IID
Riorlda 0ntdl al
A �• r(c' :• •
7.
8100 SERIES LMI
REINFORCED Sc NON —REINFORCED
\ �'
Oa ,/
r�ionx -
M6uD1 cTCDalrol
WO x 8'2 3TRACK ELEVATIONS
L'>. (.' I • I
/0ndo1'nWl
Y �L.,. I . . J7
k 12�iin�i E.
ORAIVN:
DWO NO.
EV
TJH
08-00875
B
4uis P
•FIDYIrd�r 6?5hj'�;• ;•
SCALE NIS JDATE 10 13/09 SNEET4 OF 26
!r!!!!!Ir �IUl
III %00,
120" MAX.
FRAME
HEIGHT
118 7/16"
MAX. PANEL
HEIGHT
Y I 108 21/32"
MAX. D.L.O.
HEIGHT
6" TO
WEEP SLOT
286 25/32" OVERALL TESTED FRAME WIDTH
48" MAX. NOMINAL 40" MAX,
PANEL WIDTH D.L.O. WIDTH.
8100 SERIES 4'0 x 10'0 LMI SGD
TYPICAL ELEVATION EXTERIOR VIEW
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
8100 SERIES 4'0 x 10'0 LMI NON -REINFORCED SOD
4.TRACKLAYOUT
AIf1A1_[1CII.IClII]/�CII UIITY 4111 0IQr0ITEM MA:.
DESIGN PRESSURE RATING
IMPACT RATING
t70PSF
LARGE
MISSILEIMPACT
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
HEAD
SILL
REVISIONS
DESCRIPTION DATE _ APPROVED
PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L.
'ER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R,l.
WEEP SLOT 1" x .1875'
TYP. LOCATED AT ALL
VERTICAL CENTER LINES
8100 SERIES 4'0 x 10'O LMI REINFORCED SGD 48 HEAD
4 TRACKLAYOUT 49 SILL
R=iKiF: 1Re:Fn WITH RD I RIRFR ITFMR IMS Amn Iry
DESIGN PRESSURE RATING
IMPACTRATING
t 110PSF
LARGE
MISSILEIMPACT
the F4"elie
FOR ADDITIONAL- SIZES SEE CHAH16 SHEET !
7500 AMS'PERDAM DRIVE
WinDoor ORLANDO, FL32832
INCORPORATED eh" amnnat.M1ao
CDlA565
�/1l�yt
Approved oe m I In wiry eye
a. www.wlndood=wm
8100 SERIES LMI
REINFORCED & NON —REINFORCED
gate
Nunn
Minml adeProduel a11oI
uy Gu 1 aH
4'0 x 10'0 4TRACK ELEVATIONS
sff t ,:
oRAwN:
Dwo No
RIV
.:, Lul ICol�ias hiE.
TJH
08-00875
8
t'Flori j 4+
SCIIE NTS JDATE 10 13/09 1 SHEETS OF 26
••, t d•,.
lirruirvi,aura
98"
FR
HE
r
REVISIONS
REV DESCRIPTION DATE A
A PER DAOE LETTER DATEO MAY 06, 2010 05/12/10 R.L.
6 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L.
358 3/4" OVERALL TESTED FRAME WIDTH
6oD" MAX, NOMINAL 52" MAX.
PANEL WIDTH D.L.O. WIDTH
96 7/16"
MAX.
PANELHEIGH
- REINF.
REINF.
I
I
REINF.
Oy
MAX.
WE
GHT
L
86 21/32"
MAX. D.L.O.
HEIGHT
18 O
O
I X
4.11
I X
I X
I
X
6
6" TO B 8100 SERIES 5'0 x 82 LMI SGD
WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" x .1875"
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP• LOCATED AT ALL
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
DESIONPRESSOREFTATINQ
IMPACTRAT/NG—
f70PSF
LARGE
MISSILE IMPACT
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
EAD
ILL
iEAD
SILL
�-�-- e I &I10PSF I LARGE I
41d to MISSILE IMPACT
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
4lsproved as camUlylag wil�l4@a
DbeldYDOM gClde
O.atc.
Nona -
�('Q% �inD'j� 7500 ANISTERDAM DRIVE
VVoor ORLANDO, FL 32632
INCORPORATED. eupvu401Ae1'ea°°.
wiAel.osos www.mindoorinawm
II t l l l
,. , •.
J
,. LyISt;itL10(.1 Pt .;,
Nld
1•.
8100 SERIES LMI
REINFORCED & NON -REINFORCED
5'0 x 8'2 PANELS 4TRACK ELEVATIONS
MlemiUadel'mduet'CoDtr9
I
DRAWN:
TJH
DWG NO.
OS 00875
REV'.
BFJar,�dQl
SCALE NTS " .OATF 1 D 1 09 SHEET 6 OF 26
R..gio�li�
',�rtlf 11 11 11111 �1`
NON -REINFORCED UNITS (GLAZING TYPES E, F, G, H, I
Maximum design pressure capacity chart (PSF)
QlilfiSarlaa Aluminum 1.01111VAnftainfarnad SOD with talA"SiBRiser- Itam33and 2rRatra Sill. Item 70
F_ Single Panel Width (In)
Height
30.*A.,L'.'--�'.,--.'�'[".-�..'Z.�'.-.
1- 2 �6,:
(In)
Pas
Nag
Pas
Nag
Pas
Nag
Pas
Nag
Pas
I Nag
Pas
Nag
Pas
Nag
45.0
100.0
45.0
100.0
46.0
100.0
46.0
10D.0
45.0
1 100.0
45.0
90.8
45.0
05.2
840:.,,,
46.0
100.0
45.0
100.0
45.0
100.0
46.0
10D.0
45.0
100.0
45.0
92.8
46.0
88.1
45.0
100.0
45.1)
100.D
45.0
100.0
45.0
100.0
45.0
93.3
45.1)
76.7
45.0
72.1
.46.0
100.0
45,0
100.0
-wo-
_100_0
46.0
_F9 T
46.0
-ro -6
46.0
74.6
45.0
700
45.0
100.0
45.0
106TO
_45_.0
-60-.6-
'45_.0
-18-3
75-.0
-10-,0
2
'!o
452
100.0
.0
45.0
93.3
46.0
82.6
46.0
74.7
r2, �
,2.
1156
1 0
0
5
1 4 .0
8 a
1 7.
46.0
77.6
_45_,0
70-0
Maximum design pressure capacity chart (PSF)
Man S.,I.. I MI hr-R.Y.f.-I sr2n dfh 9 41d- sin at-, it.- _vA R ir Ri,. sin H.- 7A
Single Panel Wd(h (in)
Height
(in)
Pas
I Nag
Pas
Nag
Pas
I Nag
I Pas
Nag
Poo
Nag
Pas
- Pas
Nag
00.0
1 100.0
60,0
100.0
00.0
100.0
1 60.0
100.0
60.0
100.0
60.0
99.8
60.0
95.2
60.0
100.0
60.0
100.0
60.0
100.0
1 60.0
100,0
00.0
10D.0
00.0
92.8
60.0
811.1
60.0
100.0
80.0
100.0
60.0
100.0
60.0
100.0
'60.0
03.5
0.0
-Ye-.
78.7
7
80.0
72.1
53,07.
K
Sol
wo.6
66.5
160A
60.0
100.0
1 60.0
99.7
60.0
90.8
60.0
74.5
60.0
-T-
0.0
..1084.
60.0
100.0,
60.0
100.0
60.0
99
1 60.0
88.3
60.0
80.0
%- --,
- .4144.
60.0
100.0
60.0
IDO.0
00.0
93.3
60.0
82.6
60.0
74.7
.4
o. -
60.0
a
To -0.
80.0
70 .0
Maximum design pressure capacity chart (PSF)
P &MI Non -Reinforced SOD with J" Bill Riser, Item 35 S, 2rRetro stu, Item
r"RUCT RLv'"01kr6k
R.WkIII&AIR
a
AV*P"Ww
PANEL HEIGHT AND D.L.0, FORMULA
PANEL HEIGHT = UNIT HEIGHT - 1. 9/16"
MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2'
D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2'
REVISIONS
REV OEWRIPTION DATE I --APPROVED
A PER DADE LEITER DATED MAY 06, 2010 05/12/10 1 R.L.
8 PER LETTERS DATED 9/28 & 11/23 20101 12/09/10 1 R.L.
REINFORCED UNITS (GLAZING TYPES A, B, C & D)
Maximum design pressure capacity chart (PSF)
aica SorleaAluminum LMIRaInforeadSOD with 2-ISIN RInar. ham BSA 2TRetra SIJL Item 740
Single Panel Wdth (In)
(in)
Pas
Nag
Pas
NaR
Pus
Meg
Pas
Nag
Pas
i IVOR
Pon
Nag
Pas
Neg
wmeft&.
1 80.0
1 160.0
60.0
160.0
80.0
1610
80.0
160.0
80.0
160.0
80.0
160.0
80.0
140.6
844-
80.0
1 150.0
60.0
160.0
80.0
150.0
80.0
iWO.0
0.0
60.0
80.0
10.5
so.6
-1-36-5
80.0
160.0
8D.0
150.0
80.0
i
160.0
80.0
160.0
80.0
_f4_6_.f
80.0
120.5
80.0
113.3
q &0-7.
-f-
OF
-f-
7-
50.0
80.0
EO
100.0
aO.0
160.0
80.0
150.0
80.0
142.7
80.0
7_17A
70-.0
110.0
_4010.?;
80.0
160.
80.0
150.0
80.0
r
150.0
80.0
138.7
80.0
126.7
MV
80.0
160.0
80.0
7-0.0
.0
�_00
148 .7
148.7
80.0
0.2
1129.6
80.0
117.3
7.7 120,'0.-,.--.
80.0
150.0
80.0 -I_T6_00
170-0
1138.0
80.0
121:9
--
10.0
7--
10.01
Maximum design preswre capacity chart (PSF) ,
11100 SiinnAlgiminumLMIRainforeadSaDadth a 1,'2'SIII RI-sar. IfAmARA If- 7A
F_ Single Panel Width
(in)
(in)
I Pas
I Meg
Pos
Neg
Pos
Neg.
Pos
Neg
Pos
Neg
Po8
Neg
Pos
Neff
100.0
450.0
100.0
160.0
i100.0
150.0
100.0
160.0
100.0
160.0
100.0
160.0
1 10D.0
1 149.6
100.0
160.0
-15-00
100.0
166.6
100.0
160.0
100.0
-66
160.0
100.0
160.0
106.0
146.8
100.0
138.5
7-00-.0
100.0
160.0
100.0
70-.0
76
60.0
71-007-
in0.6
120.6
7-00.0
71-3.3
88
1600
160-0
100.0
160.0
100.0
-160-0
70-00
150.0
-1-00-.0
7077
-10-0.0
7_171
=00.0
110.0
-10-00
-rs 0-0
-ro 0-0
-mow
-rowo
160.0
100.0
138.7
100.0
1126.
-
0.0
W
_
O.D
76-
100;0
160.0
100.0
148.7
-8
� 100.0
120.8
100.0
117.3
100.0
0.0
75-
1 100.0
60.0
7-
IM-00
T
, 3 .0
00.0
12-19
, 100.0
110.0
Maximum design pressure capacity chart (PS19
Sfdo SarlosAluminum LMIReinforced SOD with 4 f/4" Sill Riser, Item 37
7500 AMnERDAM DRIVE
WinDoor ORLANDO,FL31832
APP-ved im -iply1mg wK &0
ISIOA-14
D".ra-
4,V4
INCORIPIC)RATUt, FAM407.481= www.w1adoorla. w.
A
8100 SERIES LMI
REINFORCED & NON -REINFORCED
MIS.11
llyls"j 1.14 'j-
DESIGN PRESSURE CHARTS
Luis Ldrr�CIS,P.E'.
Nb. i 514
DRAWN;
TJH
DIVI NO,
08-001375
REV
8Florida
SCALE NTS [DATE 10/13/09 ls"EET7 OF 26
6" MAX, TYP.
TYP. 6'
TYP,
6" MAX. T
TYP.
16" MAX.
O.CT-YP—.
T
m
SEE NOTE -•�
8 -SHT. B \
SEE 12 ANCHOR SEE 12 ANCHOR SEE 12 ANCHOR
CLUS�PANEL TER r CLUSTER CLUSTER
DETAIL SHT. 10 DETAIL SHT, 10 DETAIL SIIT, 10
_ PANEL _
O
O
0
E
E
P
0
0
0
U
U
U
U
U
SEE NOTE
REVISIONS
8 SHT. B
REV
DESCRIPTION
DATE
APPROVED
6" MAX
A
PER DADE LETTER DATED MAY 06, 2010
05/12/10
R.L.
TYP.
B
PER LETTERS DATED 9/28 & 11/23 2010
12/09/10
R.L.
T
I
I
11" MAX.
TYP.
�-
ANCHORING NOTES:
a
1)
ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO
ANCHORS.AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS.
120
2)
ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE ONE ANCHOR
p MAX,
AT EACH LOCATION IN HOOK STRIP.
i HEIGHT
3)
FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED
1X NON-STRUCTURAL WOOD BUCK USE 1/4" TTW TAPCON WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
2 1/2' MINIMUM EDGE DISTANCE AND 2 3/8" MINIMUM SEPARATION. LOCATE
SEE NOTE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
8 SHT. 8
4)
FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20
GA MINIMUM STEEL STUD USE a I A WOOD SCREW WITH SUFFICIENT LENGTH
6" MAX. 1 61, MAX' TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
TYP. / . TYP. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
I 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
6" f I SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM
I TYP. I I ALLOWABLE LOAD BEARING SHIM TO BE 1 4
4",MAX. 8 PANEL EE 12 ANCHOR PANEL SEE 12 ANCHOR PANEL SEE 12 ANCHOR PANEL 'I 4" MAX. ) /
TYP. CLUSTER CLUSTER CLUSTER TYP. 6 ALL FASTENERS TO BE CORROSION RESISTANT.
n P. DETAIL SHT. 10 DETAIL SHT. 10 DETAIL SHT, 10
7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
4'0 x 10'0 ANCHORING LAYOUT NON -REINFORCED AND REINFORCED UNITS MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS. SHALL NOT BE
4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
NUMBER OFANCHOR LOCATIONS AT HOOKSTRIP B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,700 PSI.
Height
Single Panel VNdlh (In)
()
:.;::;.;:T4:0:::::::^::::30.0:;•:>_:::_:ss
360::.::.,,s.:;,•;:42..c:_
;:>.t:: 8:0.`s:.:i?>z;'.D>:":::;::
8
8
8
8
8
8
8
"s:80'3
8
8
8
8
8
8
8
9
9
9
9
91
_9__
- .
408:Q::
10
10
10
10
10
-
i.'(p0E0 �
11
11
11
11
11
-
C. MASONRY - STRENGTH CONFORMANCE_ TO ASTM C-90, GRADE N. TYPE 1
(OR GREATER),
811cV�cYA D. METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD
= *,Ai1*phrw BACKING.
�a�+M / 3 8) THERE ARE TWO (2) INSTALLATION ANCHORS AT EACH ANCHOR LOCATION
eNw BMem L IN HEAD, SILL AND JAMBS. THERE IS ONLY ONE (1) INSTALLATION ANCHOR
8 .6 6 8 g g 8 hlod as complying with tA0
Fbrldorld�Bnidl C
8 8 8. 6 g 6 8 ITAre
7 7 7 7 7 7 7 NPA
7 7 7 7 7 7 7 lbimi Dade Produc CoDlro
7 7 7 7 7 By �• ,c
8 8 8 8 8
8 8 8 8 8 - -
7500 AMSTERDAM DRIVE
WinDoor OW-ANDO,FL32832
INCORPORATED Pio..407.481.1400 /
Fw107Ae1.530 www.windoorinc.com, 'aL•.'.',. t.
8100 SERIES LMI
REINFORCED.& NON —REINFORCED
4'0 x 10'0 ANCHORING LAYOUT AND NOTES
TJH 08-00875 B 1^ '"
SCALE DATE SHEET' 1••FI �I`"M1: 1'H�
NTS 1D/13/09 8 OF 26
r
6" _
TYP.
6"
TYP. .1 .I TYP
6" MAX.
TYP.
16" MAX.
D.C..7TYP.
I
3EE NOTE
8 SHT. 9
6" MAX. 6"
TYP. TYP.
6"
4" MAX,
TYP.
5'0 x 8'2 AN HORING LAYOUT NON —REINFORCED AND REINFORCED UNITS SPECIFIED BELOW:
4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN A, WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 2,700 PSI.
All IMRFR nF AAInHnR I nnA77nMR AT 14011I64TRIP C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1
-- --
RMSIONS
ANEL
PANEL ILPANEL
PANEL
SEE NOTE
my DESCRIPTION DATE APPROVED
SEE 12 ANCHOR
SEE -12 ANCHOR
SEE 12 ANCHOR
8 SHT. 9
A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.
CLUSTER
CLUSTER
CLUSTER
DETAIL SHT. 10
DETAIL SHT. 10
DETAIL SHT, 10
B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L.mo—
I
6" MAX.
\
TYP.
MAX
ANCHORING NOTES:
11
O.C. TYP.
1)
ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO
ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS.
2)
ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE ONE ANCHOR
0
o
O
a
98"
AT EACH LOCATION IN HOOK STRIP.
=
t
E
MAX,
3)
FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED
z
z
z
v
HEIGHT
1 X NON-STRUCTURAL WOOD BUCK USE 1/4" ITW TAPCON WITH SUFFICIENT
8
0
Yo
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
a
c0
0
SEE NOTE
8 SHT. 9
2 1/2" MINIMUM EDGE DISTANCE AND 2 3/8" MINIMUM SEPARATION. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4)
FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 -
>
>
6" MAX.
OA. MINIMUM STEEL STUD USE #14 WOOD SCREW WITH SUFFICIENT LENGTH
r
!_ TYP.
TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
\
\
_
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
./-
5)
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM
ANCHOR
SEE 12
4"ttP x•
ALLOWABLE LOAD BEARING SHIM TO BE 1/4".
CLUS72
DETAIL SHT. 10
CLUSTERANCHOR
DETAIL SHT. 10
CLUSTERANCHOR
DETAIL SHT. 10
6)
ALL FASTENERS TO BE CORROSION RESISTANT.
7)
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
'ANEL
LPANEL
PANEL LPANEL
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
Single Panel Width (In)
(in)
s4TG=¢F
8
8
8
8
s
8
8
8
kov.A.",
8
8
8
8
9
0
9
8
9
B
9
10
10
10
10
10
:'f.14.0
11
11
11
11
11
%110.O.
11
11
11
11
11
-
All1AA0C0 nc Anl/J-ln0 I nnATMIAIR AT.IAAAFiS
Height
Single NnelMdth
in
O
%,'iI:Q:� :-ii:<,
;:t'-.:�":90;9:�':?
t:'98:Q:i s
�49
80:0'Y:
8
8
8
8
8
6
8>
ea.o
8
8
B
8
a
e
a
iic88'0.=
7
7
7
7
7
7
T
98:0:8
7
7
7
7
7
7
7
1GB:8.'
7.
7
7
7
7
-
i? lt4:O�:
a
B
8
8
8
120.0=
8
.8
8
8
6
-
(OR GREATER).
D. METAL FRAMING — 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD
rtwouer.wty
BACKING.
rpyfye t►ePMilh 8)
THERE ARE TWO (2) INSTALLATION ANCHORS AT EACH ANCHOR LOCATION
��
IN HEAD, SILL AND JAMBS. THERE IS ONLY ONE (1) INSTALLATION ANCHOR
eonkdmAT
�'
EACH ANCHOR LOCATION .IN HOOK STRIP.
7500 AMSTBRDAM DRrM
WinDoor OM.AMD0,PL32832
I
A IOYCA Neon Ile
GA pY
r Y 1!Y
tin'
CORPO rs�,e�areel.eao"
IN RATED iD7 YIA'A5 .W1Ni00tIfIC[(xil
Pw A \VWu'
;.
\ J. '•:
eeem
Upte /
NOAa
k
8100 SERIES LMI
REINFORCED & NON —REINFORCED
MIew/lDntel'mAuN etrel
BY_�1t1�1�
5'0 x 8'2 ANCHORING LAYOUT
LtS)� R. Lbfino9
DRAWN:
TJH
08-00875
Q
rP.6.
FIo1�y1'I-NoA,2514
SCAIe TUTS DATE 1 D 13/09 �T 9 OF 26
REVISIONS
VERTICAL CONDITION
q„ 4" REV DESORPTION I DATE I APPROVED
MAX, MAX, A PER DADE LETTER DATED MAY 06, 2010 1 05/12/10 1 R.L.
4" 4" 4 3 4 B PER LETTERS DATED 9/28 & 11/23 2DI0 12/09/10 R.L.
4" MAX. MAX. 4" SEPARATION
MAX.X' SEPARATION SEPARATION~�
2 3/8"
2 TRACK 3 TRACK 4 TRACK
fl r 9-I4on POCKET
CLUSTER DETAIL I I ! I
2•TRACKSYSTEM 2 3/16" -4r 6 15/16"
SEPARATION 4 9/16„ I I SEPARATION
SEPARATION "ff'�
HEAD & SILL ANCHOR LOCATIONS HOOKSTRIP ANCHOR LOCATIONS
VERTICAL CONDITION
DETAILS IN SHEETS 17, 18 AND 18 SEE DETAILS IN SHEET20
4" 4"
MAX. MAX.
4" 4"
MAX. MAX,
q„ 4..
MAX. MAX. 4 TRACK
PANEL CONSTRUCTION:
3 TRACK '}� ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-T6 ALUMINUM.
4 3/4" 2 TRACK I VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH
7 1/8" RAIL IS SECURED TO STILES WITH (3) #10 x 1 1/4" SQ. DRIVE SCREW
2 3 8 4 3/4" SEPARATION AT EACH END, ITEM #47. ALL PANELS HAVE AN INTERIOR AND EXTERIOR'
SEPAjAnQN. SEPARATION APPLIED GLAZING STOP.
CLUSTER DETAIL t FRAME CONSTRUCTION:
3USTE DETAIL
STEM EACH FRAME CORNER IS NOTCHED'AND BUTTED. HEAD AND SILL ARE
SECURED TO JAMBS WITH #7 TYPE A SS SCREW, ITEM #48, (2) AT EACH
JAMB ANCHOR LOCATIONS CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME AND (3) AT EACH
SEE DETAILS IN SHEETS 17,18AND 18 CORNER ON 4 TRACK FRAME.
J 1moxo" BEVIS"
rr.qf"ylal wIM The Ir. grwL
VERTICAL CONDITION
Aob*- -- - ---
-- - - -- - --- - —r I -0 J3
4" 4„ - - - - - - - -
MAX. MAX. ADDITIONALLY
. t !J<
q• q NOTE: MINIMUM (2) ANCHORS IN PAIRDvkp
REQUIRED AT EACH SIDE OF
4" MAX. MAX. 4" CENTERLINE OF EACH PANEL
MAX, MAX.
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CLUSTER DETAIL TJH 08-00875 B Luis',R. �bnibs PP E;'/•
4-TRACKSYSTEM SCALE DATE 541EEf Ftd})dg t14Ni.¢2'61b;
NTS 10 13 09 10 OF 26
I"
PARTS LIST
REVISIONS
REv DESCRIPTION DAZE APPROVED
1„ O.A.A PER DADE LETTER DATED MAY 05, 2010 05/12/10 R.L.
MAX. 3/8" B PER LETTERS GATED 9/28 & 11/23 2010 12/09/10 R.L.
AIR SPACE 3/16" HS 9/16" O.A. -
•090" SGP .090" SGP
3/16" TEMP BY DUPONT 1/4" HS BY DUPONT OPTIONAL SCREENS
3/16" HS 1/4" HS
EXTERIOR INTERIOR EXTERIOR INTERIOR `
1" GLASS
1 BITE 51 BITE 57 57
52
68 41 68
55 55 L_f �J 72 76
euODUCT PAVISED 50 '
GLAZINGTYPEA GLAZINGTYPEC e.«rW�v.1a,'fi
T1.1ili�coM �f� 50
LARGE MISSILE IMPACT LARGE MISSILE IMPACT' ?3.
REINFORCED UNITS REINFORCED UNITS YayhxkrTlMe ��
a
1" O.A.
MAX. ACE
AIR SPACE 9/16" O.A.
3/16" HS 075" VANCEVA
.075" VANCEVA 1/4" HS BY SCLUTIA
3/16" TEMP BY SOLUTIA
3/16" HS 1/4" HS 72 76
EXTERIOR INTERIOR { EXTERIOR INTERIOR lol
" "
1GLASS 152 BITE 51 BITE 57 O 57
43 68 41 6g i
55 5g MT SCREEN BOX SCREEN
VERTICAL CROSS VERTICAL CROSS
SECTION SECTION
--- - ----- - --- — -- — - - - TO BE USED WITH2TRACK, - -TO BE USED -WITH 2TRACK INS -
GLAZING TYPE B GLAZING TYPED 2TRACKRETRO,9TRACK 'AN02TRACKRETROWS
LARGE MISSILE IMPACT LARGE MISSILE IMPACT AND 4TRACKFRAME SYSTEMS FRAME SYSTEMS
REINFORCED UNITS REINFORCED UNITS
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TJH 1 08-00875 B •''LDI 1f�11ILdYPIasJfl•.E;
MALE NTS IME 10 f 3 09 SHEET l l OF 26
NO.
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
1
FS-04641
2 TRACK WS FRAME HEAD
KEYMARK
ALUMINUM 6063-TB
2
FS-04788
2 TRACK WS FRAME JAMB
KEYMARK
ALUMINUM 6063-%
3
S-44119
2 TRACK NSWS SILL PAN
KDMARK
ALUMINUM 6067-T6
4
S-44121
2 TRACK WS SILL INSERT
KEYMARK
ALUMINUM 6063-TS
5
NOT USED
6
NOT USED
7
FS-0218O
3 TRACK FRAME HEAD
KEYMARK
ALUMINUM 6063-T6
8
FS-02181
3 TRACK FRAME JAMB
KEYMARK
ALUMINUM 6063-76
9
S-44123
3 TRACK SILL PAN
KEYMARK
ALUMINUM 6063-Tf
10
S-44117
3 TRACK SILL INSERT
KEYMARK
ALUMINUM 6063-T6
11
FS-02071
4 TRACK FRAME HEAD
KEYMARK
ALUMINUM 6063-T5
12
FS-02070
4 TRACK FRAME JAMB
KEYMARK
ALUMINUM 6063-T6
13
S-44118
4 TRACK SILL PAN
KEYMARK
ALUMINUM 6063-TB
14
S-22124
4 TRACK SILL INSERT
KEYMARK
ALUMINUM 6063-T6
15
FS-01882
FRAME HEAD INSERT
KEYMARK
ALUMINUM 6063-T6
16
FS-01833
FRAME JAMB INSERT
KEYMARK
ALUMINUM 6063-TB
17
FH-01869
TOP RAIL
KEYMARK
ALUMINUM 6063-TS
18
FH-04723
BOTTOM PAL
KEYMARK
ALUMINUM 6063-16
19
FS-04766
TALL BOTTOM RAIL
KEYMARK
ALUMINUM 6063-T6
20
MPG
PANEL GUIDE
_ _
NYLON
21
FH-01871
LOCK STILE
KEYMARK
ALUMINUM 6063-T6
22
FH-05044
INTERLOCK STILE
KEYMARK
ALUMINUM 6063-T6
23
FH-04767
FEMALE BUTT STILE EXf. OFFSET
KEYMARK
ALUMINUM 6063-TG
24
FH-04750
MALE BUTT STILE EXT. OFFSET
KEYMARK
ALUMINUM 6063-T6
25
FH-04828
FEMALE BUTT STILE INT. OFFSET '
KEYMARK
ALUMNUM 6063-TB
26
P7569AM
DUST PAD 1.244' x .5" x 2.34°
27
FE-04747
BUMPER JAMB INSERT
KEYMARK
ALUMINUM 6063=16
28
FS-04754
PLAIN STILE INTERLOCK
KEYMARK
ALUMINUM 6063-T6
29
FS-04755
PLAIN STILE INTERLOCK COVER
KEYMARK
ALUMINUM 6063-T6
_30-
_ES-05382. _ __
—INTERLOCK—SNAP—COVER
KEYMARK _
ALUMINUM 6063-16
31
FS-02726
STILE JAMB INSERT
KEYMMK
ALUMINUM 6063-T6
32
FS-02726
PANEL STILE JAMB 114SERT
KEYMARK
ALUMINUM 6053-16
33
FH-03693
1 3/4" SILL RISER
KEYMARK
ALUMINUM 6063-16
34
FH-03652
2 1/4" SILL RISER
KEYMARK
ALUMINUM 6063-16
35
FH-03653
3" SILL RISER
KEYMARK
ALUMINUM 6063-T6
35
FH-03654
3 1/2" SILL RISER
KEYMARK
ALUMINUM BD63-T6
37
FH-03655
4 1/4" SILL RISER
KEYMARK
ALUMINUM 6063-T6
38
FS-02173
HOOK STRIP
KEYMARK
ALUMINUM 6063-T6
39
FS-04476
HOOK STRIP WALL COVER
HEYMARK
ALUMINUM 6D63-T6
40
FS-04477
HOOK STRIP WALL MOUNT
KEYMARK
ALUMINUM 6063-T6
41
FH-01877
9/16" HORIZONTAL CUSS STOP
KEYMARK
ALUMINUM 6063-TB
42
FH-D1878
9/16" VERTICAL GLASS STOP
KEYMARK
ALUMINUM 6063-T6
.L►
PARTS UST
REMSIONS
DESCRIPTION DATE APPROVED
PARTS LIST CONTINUED REVffPERDADE
FROM SHEET 11 A LETTER DATED MAYD6, 2010 05/12/10 R.L.44
B S DATED 9/28 & 11/23 2010 12/09/10 1 R.L.
1" O.A. 1" O.A.
MAX. 3/8" MAX. 3/8"
AIR SPACE 3/16" HS AIR SPACE 3/16" HS 9/16' O.A.
.090" PVB .090" PVB .060" SGP
3/16" TEMP -- BY DUPONT 3/16" TEMP BY SOLUTIA 1/4" HS r BY DUPONT
3/16" HS 3/16" HS 1/4" HS
EXTERIOR INTERIOR I EXTERIOR INTERIOR { EXTERIOR
52 52 51 INTERIOR `
1" GLASS 1' GLASS 1" GLASS
SITE BITE BITE
43 68 43 6� 41 58
55 55 55
GLAZING TYPE E GLAZING TYPE G GLAZING TYPE I
LARGE MISSILE IMPACT LARGE MISSILE IMPACT LARGE MISSILE IMPACT
NON -REINFORCED UNITS NON -REINFORCED UNITS NON -REINFORCED UNITS
1" O.A.
- MAX. 3/8"
AIR SPACE 3/15" HS 9/18" O.A. 9/ 16" O.A.
060" SOP, .090" PVR .090" PVB
3/16" TEMP BY DUPONT 1/4" HS BY DUPONT 1/4" HS BY SOLUTIA ,
3/16" HS 1/4" HS 1/4" HS
EXTERIOR INTERIORL EXTERIOR INTERIOR EXTERIOR INTERIOR
1' GLASS 1" GLASS 1' GLASS
52 BITE 51 BITE 51 BITE
43 68 41 58 41 68
55 55 55
------ - -- - ---- - -- -- - --- - - _—_-- —___ -____ ___ __
GLAZING TYPE F GLAZING TYPE H GLAZING TYPE J
LARGE MISSILE IMPACT LARGE MISSILE IMPACT LARGE MISSILE IMPACT
NON -REINFORCED UNITS NON -REINFORCED UNITS NON -REINFORCED UNITS
7500AMSTSIIDAMDRM
WinDoo� 01lT.ATVD0,PL3283279
INCORPORATED M..40T• HMW Approved me complying x11411mndoodnacom80
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4EP
DRAWN: DWO NO. REV A
TJH 08-00875 li- j.ul�' I��14.d11has; P,E;'
ISCALE NTS JDAIE 10 13 09 1 SHEET 12 OF 26
NO.,
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
43
FS-01879
1' HORIZONTAL CLASS STOP
KEYMARK
ALUMINUM 6063-T6
FS-01880
1' VERTICAL GLASS STOP
KEYMARK
ALUMINUM 6D63-T6
45
FH-02642
BODO BUTT STILE REINFORCING BAR
KEYMARK
ALUMINUM 6063-T6
46
FH-05045
INTERLOCK REINFORCING BAR
KEYMARK
ALUMINUM 6663-TB
47
FH-03916
FEMALE BUTT STILE REINFORCING BAR
KEYMARK
ALUMINUM 6063-76
48
FS-02210
FRAME HEAD COVER
KEYMARK
ALUMINUM 6063-T6
49
FS-02208
SILL COVER T
KEYMARK
ALUMINUM 6063-T6
50
SCREEN SPLINE
51
TP993 1051
9/16- GLAZING VINYL
VINYL
52
TP1051 0\1"
1' GLAZING VINYL
VINYL
53
#1988-9000
TANDEM ROLLER
54
2468
DUAL POINT MORTISE LOCK & KEEP
55
TP990
GLASS SETTING BLOCK
56
TP876
INTERLOCK BUMPER
RUBBER
57
W333517K000O
FINSEAL .187 x .350
58
W332217K000D
FNSFAL .187 x .240
59
W231417K0000
FNSEAL .187 x .140
60
131017
#8 x 1/2" PH TEK SCREW
61
S-44115
2 TRACK NS INSERT
62
131018
#8 x 3/8" PH TYPE B SS
18-8 SS
63
131004
#10 x 1 1/4' TYPE F SS
64
131020
#7 x 5/8 PH TYPE A SS
410 SS
65
131011
J8 x 2" FH TER SCREW
410 SS
66
131009
#10 x 3/4" F11 TEK SCREW
410 SS
67
_
LCS068-N5
SNAP IN SILL GATE
PLASTIC
68
SIKAFAST 552
GLAZING COMPOUND
SIKA
URETHANE
69
NOT USED
70
S-44120
2 TRACK NS/WS RETRO SILL PAN
KEYMARK
ALUMINUM 6063-16
71
L.MI GLAZING SEE SHEETS 11 AND 12
72
FH-02727
MT SCREEN TOP/BOTTOM RAIL
KEYMARK
ALUMINUM 6063-T6
73
FH-02728--- —
-MT-SCREEN-STILE— ----KEYMARK---
---ALUMINUM-6063-T6
74
FH-02729
MT SCREEN STILE W/SEAL
KEYMARK ~�
ALUMINUM 6063-T6
75
FS-02730
MT SCREEN ASTRAGAL
KEYMARK
ALUMINUM 6063-T6
76
FH-02300
BOX SCREEN TOP/BOTTOM RAIL
KEYMARK
ALUMINUM 6063-TG
77
FH-02395
BOX SCREEN STILE
KEYMARK
ALUMINUM 6063-T6
78
FS-02209
BOX SCREEN SWEEP
KLYMARK
ALUMINUM 6063-76
FS-02650
BOX SCREEN ASTRAGAL
KEYMARK
ALUMINUM 6063-T6
7500 A04
SIGNITURE HANDLE SET
USEo
NOT USED
83
BB % 3/4" PH TEK SCREW
84
#10 x 3 4" PH TEK SCREW
85
FS-04791
FIXED PANEL Z-CUP
IKEYMARK
I ALUMINUM 6063-T6
EXTERIOR
18 OR 19
Vol
INTERIOR
SEE NOTE
SHT. 14
SEE SHEET 7
33 OR 34
35 OR 06
EXTERIOR
63
18 OR 19
SEE NOTE
SHT. 14
INTERIOR
\ 71
SEE SHEET 7
33 OR 34
OR 36
I37
18 OR
SILICONE
SEALANT
I'
REVISIONS
DESCRIPTION DATE APPROVED
PER DADE LETTER DATED 11 06, 201U 05/12/10 RL
IER LETTERS DATED 9/28 & 11/23 2010 12/09/10 1 R.L.
SEE SHEET 7
- - -- SILICONE -
- — -
�-
\� JI�BWI �FII��_
SEALANT
- - — -
-- — - — - —
- - - -- - SEE NOTE 57 57 13
67 49
-
14 62
62
67 49 SEE NOTE 57
SHT. 14
62 SHT. 14
SECTION C
SECTION A
SECTION B
4 TRACK FRAME SYSTEM WITH 3" SILL RISER SHOWN, ALL
SILL RISERS MAY BE USED
2 TRACK WS FRAME SYSTEM WITH 3"SILL 3 TRACK FRAME SYSTEM WITH 41/4"SILL RISER SHOWN ALL SILL RISERS MAY BE USED SEE D.P. TABLE SHEET 7
RISER SHOWN, 2 TRACK NS, 2TRACK WS
SEE D.P. TABLE SHEET 7
7500 AMSTERDAM DRIVE
RETRO AND 2TRACK NG RETRO SILLSAND ALL
WinDoor ORLANDO, FL 32832
II
SILL RISERS MAYBE USED. SEE D.P. TABLE
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( ,
SEE SHEETS 20, 21, 22 AND 23 FOR TYPICAL ANCHORAGE
DRAWN; Dwe No. REV
VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS
TJH 08-00875 B
R, , ,(p s P,E
MOO
INDICATED ON EACH HEAD AND TRACK SYSTEM.
';Florida No, ¢2544/';'
SCALE NTS DATE 10/13 09 1 5HeFT13 OF 26
SECTION 0
PLAIN STILE AT 3 TRACKJAMB
INTERIOR
EXTERIOR
SECTION F
LOCK STILE AT 2 TRACKJAMS
JAMB
REVISONS
DESCRIPTION DATE I APPROVED
PER DADE LETTER DATED MAY 06, 2010 1 05/12/10 1 R.L.
PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 I R.L.
SECTION H
REINFORCED/NON REINFORCED INTERLOCK STILE AT
EXTERIOR HOOKSTRIP
FIXED PANEL NOTES:
1. FIXED PANEL TO JAMB CONDITION:
FIXED PANEL IS SEURED TO THE JAMB WTH (2) ITEMS #85, FIXED PANEL Z-CLIP. ONE Z-
CLIP IS LOCATED 24" FROM TOP OF THE PANEL DOWN AND 24" FROM BOTTOM OF PANEL'
UP. EACH Z-CLIP IS ATTACHED TO PANEL WITH (3) REM # 64, #10 x 3/4" PH TEK
SCREWS AND THEN IT IS ATTACHED TO JAMB WITH (3) ITEM #84, #10 x 3/4" PH
TEK SCREWS. SECTION D SHEET 14, SECTION EE SHEET 18 AND SECTION Z SHEET 18
SHOW A FIXED PANEL TO JAMB CONDITION.
2. FIXED PANEL TO FIXED PANEL CONDITION:
TWO FIXED PANELS ARE SECURED TOGETHER WITH ITEM #83, #8 x 3/4" PH TEK SCREW.
THERE IS A ROW ON THE INTERIOR AND A ROW ON THE EXTERIOR OF THE FIXED PANEL
PACED 4" FROM THE TOP AND BOTTOM WITH ONE ADDITIONAL SCREW IN THE CENTER.
SECTION D SHEET 14, SECTION DO SHEET 19, SECTION 0 SHEET 15, SECTION U, SHEET 16
AND SECTION CC SHEET 19 SHOW A FIXED PANEL TO FIXED PANEL CONDITION.
NOTE:
SEE SHEETS 20, 21. 22 AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE
MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD, SILL AND JAMB TRACK
SYSTEM. OTHER HEAD, SILL AND JAMB•TRACK SYSTEMS ARE SIMILAR.
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SECTION J
REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE
SEE REIN. NOTE
SHT. 15
INTERIOR
SEE RIN. NOTE
SHT. 15
EXTERIOR
SECTION L
REINFORCED INTERLOCK STILE TO REINFORCED PI{0
INTERLOCKSTILE �_
REVISIONS
DESCRIPTIGN DATE APPROVED
PER DADE LETTER DATED MAY 06. 201D 05/12/10 R.L.
DER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L.
\ 45 66 SEE REIN. NOTE -
SHT. 15
I wam SEE NOTEI
•lJll REIN. L
SHT. 15
SECTION N EXTERIOR
'REINFORCED MALE BUTT STILETO REINFORCED
LOCKING BUTT STILE
SEE RIN. NOTE SEE NOTE
SHT. 15 SHT. 14
INTERIOR
65 SIR. 15 EXTERIOR
SEE NOTE SECTION M
EXTERIOR REIN, REINFORCED EXTERIOR FIXED BUTISTILE TO PLAIN STILE
SHT. 15
EXTERIOR
SEE REIN. NOT 45 66 SEE NOTE HEAT
SECTION O SHT. 14
SHT. 15REINFORCED INTERIOR FIXED,9UiTSTILE TOPLAINSTILE SILL
54 26 32 58 HEAD 48 SEE NOTE 7500AMSTERDAMDRIVE Ilt„ i If r
SHT. 14 W inDoor ORLANDO FL32832 y ` r,
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BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUTT STILE OFFSET WITH
4
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`
ITEM #65. ITEM #45, 6000 BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT' STILE AND FEMALE
1' Il.I I (1,
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08-00875
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NON -REINFORCED INTERIOR FIXED BUTT STILE TO LOCK
STILE
SEE REIN. NOTE
SHT. 15
SECTION 0
LOCK STILE TO NON -REINFORCED EXTERIOR FIXED BUTT STILE
EXTERIOR
SECTION R
NON -REINFORCED INTERLOCK STILE TO
NON -REINFORCED INTERLOCK STILE
EXTERIOR
SECTION S
NON -REINFORCED EXTERIOR FIXED BUTT STYLE TO PLAIN S71LE
REVISIONS
REV I DESCRIPTION I DATE APPROVED
A I PER DADE LETTER DATED MAY 06, 2010 1 05/12/10 R.L.
_..�...................-........, .. .. i.,, ....... , � ice., i, „ e , —
SECTION T EXTERIOR
NON -REINFORCED MALE BUTT STILE TO
NON -REINFORCED LOCKING BUTT STILE
25 26 SEE
SHTO E 83 32 941 I
SEE —REIN -NOTE_—__
45 66 SHT. 15
SEE NOTE
SECTION U
SHT. 1,
NON -REINFORCED INTERIOR FIXED BUTT STILE TO PLAIN STILE
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08-00875
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SEED.P. TABLESHEET7
OR q34
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SHT, 14
EXTERIOR
MYYpU� vMl� r�
irte
18 ORi
REVISIONS
REV DESCRIPTION DATE APPROVED
A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L.
D PER LETTERS DATED 9/26 & 11/24 2010 12/09/10 R.L.
INTERIOR
NOTE 57 57 13 14 u 62 u w
14
SECTION BB
4 TRACK FRAME SYSTEM
SEE D.P. TABLE SHEET 7
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SCALE NTS DATE 10 13 09 s1EET 17 OF 26
SEE SHEET 7
34 OR 33
36 OR 35
37
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REVISIONS
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REVSIONS
DESCRIPTION I DATE I APPROVED
PER DADE LETTER DATED MAY 06, 2010 1 05/12/10 1 R.L.
'ER LETTERS DATED 9/28 & 11/23 2010 12/09/10 1 RX,
1 1/4" MIN.
1/4" MAX.
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4
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REVISIONS
REV DESCRIPTION DATE APPROVED
A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L.
B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L.
MIN.
LENT
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SEPARATION
REVISIONS '
DESCRIPTION _ DATE APPROVED
PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L.
PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L.
(� 1/4" MAX.
I_ SHIM
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11
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#14 WOOD SCREW
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REVISIONS
DESCRIPTION ^_ WTE APPROVED
PER DADE LETTER DAiEO MAY 06, 2010 05/12/10 1 R.L.
'ER LETTERS DATED 9/28 & 11/23 2010 12/09/10 1 R.L.
1 1/4" MIN.
EMBEDMENT
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REVISIONS
DESCRIPTION DATE APPROVED
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TMINUM 6069-116.075" THICK
9 13/16" 5/64"
61/64"
12 4 TRACK FRAME JAMB �,-
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ALUMINUM 6069-T6.075"THICK 1 9/16"
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4
REVISIONS
DESCRIPTION DATE I APPROVED
PER DARE LETTER DATED MAY 05, 2010 05/12/10 R.L.
'ER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L.
4 5/8"
3 1/2"
23 FEMALE BUTT STELE
EXT. OFFSET
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4 13/64"
8" 4 11/64"
LL
25 FEMALE BUTT STILE
INT. OFFSET
ALUMINUM 6063-16.080"THICK
@ TOP RAIL
ALUMINIUM 6063-T6.080" THICK
1 9/16"
3 29/32"
18 BOTTOM RAIL
ALUMINUM 6063-T6.080"THICK
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NTS 10/13/09 IS" 25 OF 26
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3 1/2" STILE
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1 39/64"
1 3/4"
21 LOCKSTILE 3"
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27/32" f' 12" -I
0.201"
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DESCRIP110N DATE APPROVED
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ALUMINUM 8063•T6 A60" THICK
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4 15/64"
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