HomeMy WebLinkAboutNOAw
IF.
C4iJNTY :,�s+�
SCANNU,
BY
St. Lucie Count
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Stanley Access Technologies, LLC
65 Scott Swamp Road
Farmington, CT 06032
MIA6II-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Streel, Room 209
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamldad e.aov/monomv
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 AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "Dorn Storm" Aluminum Automatic Sliding Glass Door :-O-Sx-Sx-O, O-Sx and
So-Sx Sx-So, So-Sx w/ Operable Panels w/ Full Breakout-LMI
APPROVAL DOCI N=1 : Drawing No.14-1856 (former 12-SAT-13), titled'Dura-Storm 2000/3000 Auto SGD,
Bi-Parting/Single Slide-LMI", sheets 1 tluu 14 of 14 prepared by Engineering Express, dated 07-01-12 and last revised
on 10/1512014, signed and sealed by Prank L. Bennardo, 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 BATING: Large and Small Missile Impact
LIMITATIONS:
1. See elevation for anchors requirements in sheet 1 and Header clusters details in sheet 5 and Threshold clusters in
sheet 9. See sheets 2 & 3 for concealed 3-point locking (active panel) & 2-point (in -active). Also see applicable
2-point G-86 CVR pan is devices (active/inactive panels) for series 3000 in sheets 3 & 4 to be used w/ Horizontal
muntin bars (detail V, sheet 12) and DLO height not to exceed 36-3/4" max.
2. Not approved where water infiltration is required. Fixed glass more than 36" wide must be supported with
approved setting blocks per FBC requirements.
3. Electrical devices, functions and installation is not part of this approval and to be reviewed and approved by
Authority Having Jurisdiction (AHJ).
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", 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
NOA No.15-0127.07
Expiration bate: Apri104, 2018
Approval Date: June25,2015
..� Page 1 of 2
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 #13-0529.23 consists of this page 1 and evidence pages I & 2 and E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanppd�� a, P.E.
°�,41k<
NOA No.15.0127.07
Expiration Date: April 04, 2018
Approval Date: June25,2015
Page 2 of 2
Stanley Access Technologies, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under file see below).
2. Drawing No. 14-1856 (former 12-SAT-13), titled "Dora -Storm 2000/3000 Auto SGD, Bi-
Parting/Single Slide-LMI", sheets 1 thru 14 of 14 prepared by Engineering Express, dated 07-
01-12 and last revised on 10/15/2014, signed and sealed by Frank L. Bernardo, P.E.
B. TESTS (submitted under files #13-0529.23/#12-0807.03)
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 (Not conducted)
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, TAS 202-94
Along with installation diagram of aluminum automatic entrance doors Sx-So w/ G-86 CVR
Panic (PAS 202, 201/203-94) and So-Sx-Sx-So w/ Transom & 0-86 CVR Panic (TAS 202),
prepared by Fenestrations Testing Laboratory, Inc. Test Report No. FTL-7247, dated 3/08/13,
signed and sealed by Marlin D. Brinson, P. E
2. 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 (Not conducted)
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, TAS 202-94
Along with installation diagram of aluminum automatic entrance doors, prepared by
Fenestration Testing Laboratory, Inc. Test Report No. FTL-6803, dated 05/11/12 and. last
revised on 03/21/13, signed and sealed by Marlin D. Brinson, P. E.
Note: This test report has been revised by an addendum letter dated Nov 21, 2012, issued by
Fenestration Testing Lab, signed and sealed by Marlin D. Brinson, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5 h
Edition), prepared by Engineering Express, dated 05-13-15, signed and sealed by Frank
L. Bennardo, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.13-1105.10 issued to SAF-GLAS, L.L.C. for "SAF GLAS,
Polycarbonate laminate", expiring on 12/16/17.
2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for
their "DuPont PVB Butnelte ®", expiring on 12111/16.
3. Technical strength data of Trelleborg EPDM per ASTM C864.
isit n \ . L- tiA �
Isl aq L Chanda, P.E.
Product Control Examiner
NOA No.1"127.07
Expiration Date: April 04, 2018
Approval Date: June 25, 2015
E-1
Stanley Access Technologies, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 2014( 50' Edition), prepared by Engineering
Express, dated May 13, 2015, signed and sealed by Frank L. Bennardo, P.E.
2. Statement letter of no financial interest, prepared by Engineering Express, dated 08-02-12,
signed and sealed by Frank L. Bennardo, P.E. (submitted under file # 12-0807.03)
3. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA #13-0529.23, expiring 04/04/18.
2. Test proposals # 13-0006 dated 01/14/13 approved by RER and # 11-1016, dated NOV
11, 2011 approved by PERA and Test proposal # 11-1016, dated NOV 11, 2011 approved
by PERA.
3. Manufacture supplied Adam Rites deadbolt/hock & bolts mechanism and G-86 CVR
Panic exit brochures.
1;.6,l,(Lys
Ishatl L Chanda, P.E.
Product Control Examiner
NOA No. ISA127.07
Expiration Date: April 04, 2018
Approval Date: June 25, 2015
IAWI
DURA-STORM SERIES 2000/300.0 TYPICAL ELEVATIONS
13" MAX ANCHORS AT HEAD, SEE SHEET 5 FOR
1S EAD SILL DETAILS AND ANCHOR CLUSTER DIMENSIONS. 13' MAX TYP.
108" MAX PA GE WIOT
4"
0TT
8
0
' N
444
2_p
L K
\�-PT 444
OL
444
3
y
•
i
=
'
rc
—
PMffL WDM,
0
' 2/6
13" MA
TYP.
x0„
\
"SX,
/
I
N
yy^^
H^ T/6 O-SX-SX-O (RI -PART)
2/6
m
I« = 1 6
0
O
\
bg
®4
LOCK\
Nd
n
54.6' MAX
o
o
s
j
PMFL WmK TIP,—
mpr
m
3/6
1 / 1YP.
gX"
Ox
3/E
L
1
^'I
4"
1/6 SX-0 (SINGLE SLIDE
`•y
ANCHORS AT THRESHOLD, SEE SHEET FOR
DURA-STORM 2000 TYPICAL ELEVATIONS DErN ND AbLHOR CLUSTER DIMENSIONS.
ANCHORS AT HEAD, S HEET 5 FOR
13" MAX DETAILS AND ANCHO CLUSTER DIMENSIONS. 13" MAX TYP-
TYPfTlHF D751LLi 4" q" D SILL 4'
lilt 168'
MAX PACKAGE WIDTH
4"
4 7.8
0-F
0
10
-\
LOCK
OR\�
2
c
!E
b�i
PANIC
4\4®
II II
'YO
o^'S
43.4MAX
/7'
w A{ TIP
SX.
x X^
°�4•
�rS
N—
8P
4/7,
cn_cv_cv_en m1_oemrT �i
108' MAX PAC CE WIDTH 1
4
•7
\
3'PT LOCK
44
\
444
{
I
OR
\
Tp o
? W
0
2-PT CVR
PANIC
l
—
S
54.6" MAX
zd m—
PMEL V Ri,
1- M
Y 6/7.81
/ TYP.
/
/7,
/ sx
so
1
1
"iv
4x 474Sx—SO (SINGLE RUDE)
4
-'�LANCHORS AT THRESHOLD, SEE SHEET 8 FOR
CIS DETAILS AND ANCHOR CLUSTER DIMENSIONS.
CODE k
0. NO NMME W ALLOWABLE STRESS HAS BEEN USED W
THE DESIGN O WINO lDM OR
PSEDF
uJ Y/
LLIYI.
' u 0{
zu pp
1IHWA R
WAS USED FOR WOOD DESIGN.
FACTOR Cd - DESIGN.
O PRESSURES
4. POE WI MO NEGATIVEEM DESIGN PRESSURES CALCULATED
FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
ENGINEERING IN ACCORDANCE DE WITH THE GOVERNING
CODE.
CODE. PRESSURE REQUIREMENTS E DETERMINED IN
ul (❑4T
W
6 u`j U' 44
Sm 222w E
PAS S
w
Y ACCORDANCE WITH ABLE 7 AND CHAPIEi 1009 OF THE
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO
�mw
�! 2$
A 1
THE POSIINE OR NECATNE OESION PREBSURE CEACITY
v ,/
Id
iw's g Rpp6
FOE. G Q 5
9M ME $qo
PLYWOOD. F
WE' S -R.
v NR
EXISTING
S ME r
PLYWOOD. Td
DOES
,re
I) NOT �^
ee y0
I R 9m
OALV REp, OR KS.
EXCEPT
WRH A MWIMUM )ENSILE
OR OTH IN 00 KBI, EXCEPT C STALLATONIAWANCHORS.
p: I ALL SINGLE BUDS ENTRANCES ARE IIO�N�JCAf HWD°;
F RNID' IS MIRROR WILE. 1/0100 I : RS
Y.m @@ S
>< P ywIHE1•1Rw14 a 9
xNMAcw
A�NuvnN��a%�.'i •gyp � 9 9 9 9 9 9 9 8
I
GLAZING
A
DURA-STORM SERIES 2000 ELEVATION AND PLAN
6 A"
/
\ \ 24"
6 10
12 11
10/LL,,
/
\30
p\
11 12
1 2
17 16
�''PT L�K
N
1 \\
3-PT LOCK
7677
11 12 0
-_ _a76 77 °"
\ 9
-
1617 '�/.(ACTIVE)/E„SX.1
idl
®; EXTRUSION
EXTERIOR ELEVATION
EXTRUSION, MULTI -PIECE
®: EXTRUSION, OPTION
XX : PART
XX XX : PART, MULTI -PIECE
166"
XX XX : PART, OPTION
PACKAGE WLZ
DETAIL
INTERIOR
DETAIL, OPTION
_ 0�
EXTERIOR
SX" / \ "SX.
E OPERABLP
OPERABLE nl rr
PLAN
DESIGN RATINGS
MISSILE IMPACT
RATING +
LARGE AND SMALL MISSILE IMPACT
(DESIGN PRESSURE
RATING P P
EA 1,
WPIL glo'N RATING IS
REgUREO
ERE
INF(LTRAT RATING
REWIRED //
POSRNE
NDT APPROVED
73 PST
NEGATIVE
I NOT APPROVED
75 PSF
a2RIM
2000
&-P VMAaM!
PACKAGE WIDTH
INMRIMM
PRUNROU
MINX
OP 0
SMIC
1YPC
CIFM
DOOR
OPEWNO
NOMINA
PANR
NINN (
Nomxm.
PANG.
WIDTH (a)
mummO
NLOWA'CE
laa
Iaa.O
i0.a
2.1
{].
1 { 90E
SIDE
PACKAGE ROUCX MUM CLEAR allMNO
IEIOHT OPENIXO DOOR OPENING AwO m
P 06.0 50.0 1({ TOP
11(110UCT xPrINOn
Y OmNrNly nl0 IN. 41"A0,
BNWN{Omlr
M XII NPR e127•g%
6NnIluN D.4.
k \ aw>C-
dIM A W
2, NORI TAL MUNNN fl4R NOT REQUIRED AS INDICATED BY DASHED ONES. MAX DID: 35 I/4" W X 75 3/4" H AS SHOWN
S. 5- M LOCKING STANDARD (3-PT ACTIVE & 2-PT). SEE SHEET 13.
4. OWCf SHALL BE MANUT RED AND INSTALLED IN AMOROANCE WITH PRODUCT APPROVALS.
5. SEE SHEETS 5, 6 AND 6 FOR REQUIRED ANCHORAGE.
6. SEE SHEET 12 FOR GWING DETAILS. r 2
L1
DURA-STORM SERIES 3000 ELEVATION AND PLAN
i
SX PANEL
nc An nivnun_
2 3
D O F NV PSI O 4 5 6
A
PANEL Wu p p
1
N
\ 0
\
CN
tF
/
2-PT LOCK
3-PT LOCK
11 1
€
9 i
t i
//12 11
OR
2-PT CVR
OR
2-PT CVR
MUNTIN�
OPTIONA
15 16 0
o
f
PANIC-
-PANIC- _
( a
19 20
\ 44
LAB 17
4g4
\
17 8
\�
LAB 1
36 1/4 X
M
z
1 V
I
D�
1920 N
I
e
15 16
(ACTIVE)
B
'+SO^ C \
16 5
"SX° \
/
/ SH
'SO"
I
/�
2 4 2 2 17 2 23 14 13 N E 15 16 13 4
25 4 22 2 17 2 2 Q 7 22
®: EXTRUSION E TERIOR ELEV
EXTRUSION, MULTI -PIECE
EXTRUSION, OPTION
®; PART
7IX XX : PART, MULTI -PIECE STANDARD
XX XX : PART, OPTION PACKAGE WIDTH
XX ; DETAIL INTERIOR l
_—___ __ ___b_—_—________
X% XX : DETAIL, OPTION
'S0 R ' "SX"
IOl .
�IIl /CLEAR`
OUT DOOR OPENING ��
PLAN
AND MUNTIN OPTIONS AVAILABLE AS
3.
4.
5.
B.
IS
SEM
B J O
WPAIIT AV.W81C
PACWGE WOM
wfOPNAMP
P�NWE
OPFJxW
WEOUWP
NDNPLLL
OPCNt
MPNAL
PLAID.
ANOIN (
Nov NA.
PROx
M0111 (0)
MMNO
mn
Kam
ros
ua
4xv
I V / voe
IE&
100.0
EJ3
NA
4JA
I � 910E
' DASHED UNE9. MAX DID: 35 1/4" W X 75 3/4' H AS SHOWN; 35 3/4' H WITH PANIC DEVICE MUNRN.
AND 5-POINT LOCKING (3-PT ACTIVE B 2-PT) AVAILABLE SEE SHEET 13.
APPROVALS.
NOWNAL NTAR EAW(NO
OWR OPFIUND A AVQ
PACIWE
NEIOIR
ROUGH
OPEHNO
O4A
9&J
eJ.
: 4 TW
0
DURA-STORM
a
i-
3\ PK 0
4
8
o
LOCK\\ 10
\
11 12
02
Y'
47 1/4"/MAX
w
OLD TYP.
E .SX.,
O
a
.0..
20 9 � 15 16 \ 13 14 21 17
j \` 22 17 2 2 4 25
SERIES 2000 (SX-O) SINGLE SLIDE
EXTERIOR ELEVATION
INTERIOR
e
\\\ 8 41"
\\\ 7 �pyb
yO
zm
b�
3-PT LOCK)\
OR
11 13 \\
oz
rcrc,��
-2-PT CVR
'PANIC `—
1
A
YES
O
g
18 17
38 17
47 1/ ' dAX
V S% ��AAET�LL
C /
// .SO/
/P.
BEl'O D
.S%..
II EXTERIOR I I.SX'
b" CLEAR ®;EXTRUSION
EXTRUSION, MULTI-F
R OPENING ILOPERAGLE EXTRUSION, OPTION
�`^J�'
\ PANEL �: PART
EMERGENCY X%XX : PART, MULTI -PIECE
BREAKOUT
SERIES 2000 (SXX-) N SINGLE SLIDE X% %X : PART, OPTION
A xx : DETAIL
DETAIL, OPTION
E 15H 16 2 17 23 24 24 25
SERIES 3000 (SX-SO) SINGLE SLIDE
EXTERIOR ELEVATION
CLEAR
)OR OPENING \
SERIES (S%-SO) SINGLE SLIDE�FULL
jPLAN EMERGENCY
BREAK OUT
IS
FARS MW
MD 10m
SINUM
SODE AM
Am F PACINOE
W M INWRN N
AdmDE
POUmf
9RIe
x4mxu,
molt
nowxu
pN+a
rawxu
pANa
JQHQ
mom
DPTNnD
ttPe
DDDP
mx (sv
wmx
N1ABAxu
OPEKXO
(a)
IDB.O
IDEA
Ifl{
1 { DDE
IOB.O
IDB.D
R.
BAO
OAB
11 1 --
NOWS
1. TYPC& DOOR SHOWN. STILE. RAIL AND MUNIW OPTIONS AVAILABLE AS INDICATED.
2. HCFI7CWAL MUNTIN BAR NOT REQUIRED EXCEPT AT PANIC DEVICE AS INDICATED BY GASHED LIKES. VAX OLD: 47 1/4- W % 78` H A4 SHOWN; 36 3/4' H WRH PANIC DEVICE MUNRN.
3. 2-POINT CVR LACKING WITH G86 PANIC RELEASE AND 3-POINT LOCKING AVAEABLE ON 5010 3000. 3-POINI ONLY ON SERIES 2000. SEE SHEET 13.
4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS.
3. SEE SHEETS B. 7. B AND B FOR REQUIRED ANCHORAGE.
8. SE SHEET 12 FOR GLAZWG DETAILS.
0 Slxc s o A
PACKA
HOW
RWGH NmXHAL CIFIA M"ll
O N0 DOGV QMCIW NIOWNICE
XB.
XBA 80.0 I 14 TOP
4
[JURA-STORM SERIES 2000/3000 HEADER ANCHORING
€�•'°•
MAX PACKAGE WIDTH_T
a9�FFS
I $ B
7,�I
Q�`r3m33
LWwI
JAMB
W
E.D.
Z7BRACKET
MOUNT
HOLES
u '
�� 1
.L _ _ _ _ _ _
BRACKET PANEL OVERLAP INTERLOCK LOCK STILE EXT INTERLOCK PANEL OVERLAP
MOUNT CLUSTER CLUSTER CLUSTER
HOLES SERIES 2000: O—SX—SX—O
SE 0—S — —
HEADER ANCHORING
o
N.T.S. BI—PARTING FlwuuCtYYVIY[D
Y•,iMgyhD•XY IM IIe1FL
zPl
MAX PACKAGE WIDTH D'N1°ECOOe
mnpinnn X• - .�
I CeDImIY DM•
,T$
��
,q
�o
qeN eel
6g6q
5
S
n
JAMB
BRACKET
E.D.No
HOLES
�PANEL OVERLAPaINTERLOCK EXTCLUSTER
SERIES 200Dt 0—SXSERIES
3000: SO—SX
SHEETS
tlFDVGtl4N.T.S.
HEADER ANCHORING THRO MB BNCHORSAND
SINGLE SLIDE ANCHORS SHEET 8.B
E ONLYOLD ANCHORS APPLICABLE ONLY TO3KSI
CONCRETE14-1856
e uVML
DYCYPTION,
13"O.C.MAXBETWEENCLSTEROFANCHORSCNEO
INTERMED. ANCHOR, NP.
AT PANEL OVERLAP. OUANTIIY PER
CLUSTER PER ANCHOR SCHEDULE,
ANCHORS IN CLUSTER SPACED 3"B"
0. 0.
O.C. TYP.0.B4„TYP.
_7YPTYP.C/L`�
EN
CLUSTER OF ANCHORS CENTERED
AT PANEL OVERLAP. OUANTffY PER
TYP.CLUSTER
PER ANCHORSCHEDULANCHORS
IN CLUSTER SPACEDO.C.
T1P. B.
_TYP.
0 • • • •
•I o • o
Oq bemmEN0M9ERgpPpDHERLOCIfIL°�MaIHLL°ERCLUBTEHHFAOTHRBBHOLDANCHOR6PAGINO!AA%ANCNORN08TfiTRUCfUREANCHORANHEAD6BPACdOAI°NOBlOEEBNARi6�EBI-0ARiEBNOLD1AM88
in?
YD15'D.GNA%FOlLTH11FA0EN0.AOEMENf1?
{
{WA
TfiALUM
Y{flAE Oq.D808
FULLiHRFAOENOMEM{
{NNNIA
1e'OC9.M'b'0.CNA%
& ANCHORING, STANDARD 5-PT
SHIM
.0"
I E%TERIOR
- INTERIOR t N WI SPACE
\
m
®
D
19 w 9 3
s 6
w
77
o
76 i ww x
cOx
18 17i
x C
o
®
ao n ®: EXTRUSIO
ANY ANCHORR
EXTRUSION, MUL
i
PER ANCHOR
23¢
SETYP
59 N �: EXTRUSION, OPTION
vai Lei
SHEET
& PER
®:PART
®
ELEVATION.
'g XX %X : PART, MULTI -PIECE
N
I
w
m XX %X :PART OPTION
®
m S7
w: DETAIL
DETAIL, OPTION
. .
21 2 21 21 23 96
2 """"
"' 2 ° -''
`^ SEE HEAD ANCHORS SHEET 5,
1 A 2
"•
FRAME ANCHORING
�ERTI
AND THRESHOLD ANCHORS
AL C 12 N SHEET B. THRESHOLD
ANCHORS APPLICABLE ONLY
N.T.S.
LV 2"=1'-0"
TO JKSI CONCRETE.
B4TE5 NOTe:!!elxOWA FOANMO WPES UL!
I. SEE TO T I I MR STAM FASTENERS; 6/0"ON HHNS WITH WASHER. ANO •uOWpete ♦NLxORTYVBe
2. SEE SHEET II MR STACKED BORON RNL OP110N3.
a
I"1:IviVA
SHIM SPACE
9B 99 a
(SX-0)
HORIZONTAL SECTION
'� 2"=1'-0" SINGLE SLIDE
NOTE: ITEM 58 "FOAM BLOCK" INSTALLED
IN ALL STILES, EXCEPT LOCKING STILES.
NOT SHOWN IN ALL STILES FOR CLARITY
E1
DURA-STORM SERIES 3000 SECTIONS & ANCHORING, STANDARD
J (SO—SX—SX—SO)
JIORIZONTAL SECTION
T"=1'-0" BI—PARTING
H
PIECE
N
tl= NOttA9Ee L UW_1- 1 1011. e�KEolhe
1. JAMB TO NERD FOR
F801TO AS; L 01MO5 NNNS NIIH WASHER. ANPALLowR6LeAxcxoarreee
2. SEE SKEET 11 FOR STACKED eOTfON RWL OPTIONS
raHORIZONTAL SECTION
L%2"=1'-0' SINGLE SLIDE
NOTE: REM 55 "FOAM BLOCK" INSTALLED
IN ALL STILES. EXCEPT LOCKING STILES.
NOT SHOWN IN ALL STILES FOR CLARITY
SHIM
W.
IV
JAMB TO HT
CONNECTION
INTERIOR
® 20
�8 .
ANY ANCHOR
PER ANCHOR
SCHEDULE, TYP.
SHEET 5
& PER
ELEVATION. PANIC
SECTIONS & ANCHORING, PANIC RELEASE 4-PT LOCKS
EXTERIOR
L' • I \I 21� 22 2 17 2
FRAME ANCHORING r�VERTICAL SECTION
2°=1'-O. yL�°
I. JAMB TO HEAD CONNEC11011 FASTENERS; 5/15-18 HHMS WIM WASHER.
2. SEE SHEET 11 FOR STACKED BOTTOM MIL OPTIONS.
°'��FESSIONtI ;fig
PANIC RELEASE 56 Z j�i61d
ABOVE 3 4 55 - INTERIOR L 3 14 13 1 3/4°Ml sm �pApo
_ W
� e o
Mr19 19, W „�
SO 1
n
i 1
b 56 58 6 5 EXTERIOR
WIDT 15 16 56 °SO° J" o qq
` M
s O W 34 35 11 12 ROUGH OPENING 2 11 34 35
u 5 16 20 (SO-SX-5X-50) 0 SPACE HIM
5 HORIZONTAL SECTION 16 is
2"=1'-0" 81-PARTING R
M u yyid pp
u • EXTRUSION PANIC 55 • Qi F
USION, MULTI -PIECE RELEASE L 1 1 3/4• W ttgff
m HEADER ABOVE INTERIOR
®IEXTRUS ,OPTION �- - --- t
W 59 , Xk
EX; PART
XX XX : PART, MULTI-PIECELI
XX XX : PART, OPTION
DETAIL .? 'SO" ONE
E
2 24 2 DETAIL, OPTION EXTERIOR 58 34 35
�• w 75 (SX-SW SHIM SPACE �_ �aaaaaaa
0 L SECTION < Ada aMa
SEE HEAD ANCHORS SHEET 5, 6 2°-1'-0" BILE SLIDE
AND THRESHOLD ANCHORS NOTE: REM 58 'FOAM BLOC TALLED
SHEET 9. THRESHOLD IN ALL STILES, EXCEPT LOCKING y
ANCHORS APPLICABLE ONLY NOT SHOWN IN ALL STILES FOR CLARI g
TO 3KSI CONCRETE. o DUD(
Nore: eeeeXeererorlAucxoaecxeDute O
AND gLLOWABLe gNDXDRTYPeegLLOWgeLe gNGX�XTYPee
DURA-STORM SERIES 2000/3000 THRESHOLDS & ANCHORING
EXTERIOR
94 EX
CONCRETE,
QUARRY TILE,
OR CARPET
(TYPICAL)
THRESHOLD —TAPERED EXT THRESHOLD —SQUARE
3"-1'-0.. 2000 3'=1'-O' 2000
27
EXTERIOR ANTE
THRESHOLD —TAPERED INT
3-=1'-0" 2000
13" O.C. MAX
ALONG ROW. 3" D.C.
NTERIOR
EXTERIOR
INTERIOR
EXTERIOR
TAPERED EnRUSON M I TAPERED IMRUSON SL`L�
N c0 �PA�%Ew'1`/EXfI SQUARE Y RMI (NO
THRESHOLD —TAPERED EXT THRESHOLD —TAPERED INT
3000 3"=1'-0' 3000
iv vOP OF INTERIOR EXTERIOR
INTERIOR o EXTERIOR n o TOP OF
TONCREI
FINISH p / , l
THRESHOLD —TAPERED `7
3"=1'-0- 21 Do THRESHOLD —TAPERED
CLUSTER OF ANCHORS IN (M ROWS 3"=1'-0- 3000
CENTERED AT PANEL OVER
QUANTITY PER CLUSTER PER ANCHOR
SCHEDULE, ANCHORS IN CLUSTER
/SPACED 3 D.C. ALONG ROW, TYP.
3" O.C.
3" O,C.
LIMBS OF
UT 's'EQR �
RECESS/ •STANDARD E%IRUSION
& GROUT ro iAR�f
FILL (MESSED)
THRESHOLD —SQUARE
3"=1'-O' 3000
1 1 C L
INTERMEDIA PANEL 'LOCK STILE INTERLOCK PANEL END o
ANCHOR OVERLAP THRESHOLD ANCHORING EXT LUSTER CLUSTER OVERLAP CLUSTER �+
ENO N.T.S. (APPLICABLE TO 3KSI CONCRETE ONLY)
ri umro Ivrrol nry
m
DURA-STORM SERIES 2000/3000 EXTRUSIONS
MU
1B X.T.S. fi061-Tfi
�I 1.750'
1
STILE LEAD
NRRO
15 N.T.9. 606]-T5
-I
1.9ee
1—
n HEADER COVER
� N.T.S, 606Ym
--1Ij1I1.735- rI
0.09J' 1
TOP RAIL, SX
3000
9 N.T.S. 6053-m
I1IT
o.o9a' 4.�J 1
STILE FIXED
gNARROW
1 1 N.Ts, fiaaY"
H�4 N F 6063•T6
0.250'
1.747'
0.251.T
0.
MIN,
M
TOP RAIL, SX TOP RAIL, SO TOP RAIL, 0
10 2000 n (3000) 2000 H
x.T.S. 5053•m N.Ts. 606}m 8 N.T.S. 606Ym 26 N.Ts. 606Ym
+1 1.TJ0•
o.iw• I g
.1
STILE PIVOT
NARROW
13 n.T.s. fi063-m
0.140' 0.166
0�126J'I
U L
113.110:
STILE LEAD
MEDIUM
12 x.T.9. 506346
n HEADER (2 PC.)
'7 N.T.S. 656346
6.09J• 1
0.125'
STILE LOCK
DI M -
16 "T.9. 606Ym
®6•J
STEEL PANIC
REI�74 N E Ism G
s66 F -
0.126' 1.569
PANIC
MU�79 xx 606IP
0.125° I
STILE PIVOT
MEDIU
14 N.T.S. 606Ym
E1.7M' ---I -T
o.1z9'
amo
L
GUT
ZO
JAMB 4 1 2
''
N.Ts. 606Ym
M.T.S. 6061-m
-10.069'r �8.000'��
0.60•
lul lfl� -T
GL� J19 N,T.S, 6063-m '' N.I.S.N.A 86
r,.6{N.yl
0.056 3.O.J76'
3 JAMB
6E T6
10
DURA-STORM SERIES 2000/3000 EXTRUSIONS
a.aoo'
0.100'
soo•J
28ALTTHRESHOLD N.T.S. 60
e.00o'—�{
1 a0ea
.loo^T
ALT THRESHOLD
29 N.T.6. e0fi0-m
1 OAS1
600'�
J-
ZI Ira 06—I
roea4
tt
0.s6r 6%
- '-
0.500•1
o.,Io•
Zo.wo•
9WOT
COMPONENT
95 THRESHOLD
COMPONENT
n THRESHOLD_
asoo°I
COMPONENT
32 THRESHOLD
0.500•�
COMPONENT
31 THRESHOLD
°•100•-"+r 0.5m,
27 THRESHOLD FILLER
N.T.S. 6083•T6
N.T.S. 606I-Tfi
N.T.S. 606Ym
N.T.S. 6063-m
H.T.S. 806YT6
MUNTIN BAR
N.TA 6053-T6
30 H.Ts0 Nss.RE5H W3--T6
Lo.11e'
21
p
K4 Ey STRIP
94 6063-TO
i
1
N.T.S.
BOTTOM RAIL, 0
N.T.S. 6063
rr-+IF•-0.120
L.
1.000'1.5w.
B�4B N.T.S. 6093-T6
j 1.Oao'
1.°oo,4—��4
ANGLE
100 N.N w6fi•m
- i
OA93• I
22 ICI
1
BOTTOM RAIL, SX/SO
N.T.% M43•m
MIN. OF
3I16• POP RN
O 22OZ.
STACKED STACKED
BOTTOM RAIL, 0 BOTTOM RAIL, 0
N.T.S. 6063•m N.T.S. 6063-TO
STACKED STACKED
BOTTOM RAIL, SX/SO BOTTOM RAIL, SX/SO
N.T.S. 6063-m N.TS. 6063-715
0
BOTTOM RAIL, 0 BOTTOM RAIL, 0
N.T.S. 2-Pl= 063-m N.TS. 1-0 01 606 w
MIN. OF
3I".. POP RA
O 22' O.C.
BOTTOM RAIL, SX/SO
N.T.S. 1-P,6C6 6063-m
-H 1.735' F -
3
N
14-1856
11
DURA-STORM SERIES 2000/3000 DETAILS
76
77
nSX/0 WIND CLIP
NTS SERIES 2000
SHOID 97
SO PANEL
BALL DETENT
BOTTOM
Q FITS SNES 3000
SECU 00
NTS SERIES 3000
(SX-SO INTERLOCK)
3-AA POOINT
N NTS STRES POW/WW
SX PIVOT TOP
D NTS
STD BOLT 0
P NTS klU 2D00 3M
M UN
NIS Sam 2W0/59]0
L PANIC REINFORCING
NTS 3000
NOTES
1. TEN 74, 'STEEL PIATE-PANIC REINFORCING', IS CONTAINED WITHIN YFARCAL STILE, HAS A
MINNUM LENGTH OF 40', AND IS CENTERED VERTICALLY ABOUT CENTERUNE OF HORIZONTAL
MURTIN ITEM 74 IS FASTENED AS FOLLOWS: SINGLE ROW /10 X 32 X 1/2' THTCNS O 6' OC.
m
t i
PANIC BOLT LT
OP
s 3000
�S D BOLT BOTTOM
NIS 4RF5 PWO/WOO
m
Mill
i�L
�I
I'
n ANIC BOLT BOTTOM
INT.
010 FH
SCREWS
018' O.C.
DIV
1/4"
DIM GLAZING T
SETTING
EXT. BLOCK
(MIN 70 Dii.
SHORE A
i210UROMETER)
o #10 FH
o SCREWS
'010° O.C.
9/16" LAMINATED
GLAZING DETAILS
NTS
"05,5" O.C.
f14x1.25"
FH SDS, 2"
FROM ENDS
0 0 PANEL ANGLE
Nrs woo NTS
o Pow EL pa 48
FASTEN W/ #10,3^ F' SMS, G�
(41 ES BOTTOM RAIL, (3) TO 49
THRESHOLD
THRESHOLD 48 SX PANEL
1�fan 0-PANEL BRACKET ,USX GUIDE/PIVOT BOTTOM
NTS SERIES LET `JJ I SERIES 2000
(0-SX INTERLOCK)
a
DURA-STORM SERIES 2000/3000 LOCKING ARRANGEMENTS
ADAMS RITE 4016 ADAMS RITE 1870 ADAMS RITE 4016
HEADER BOLT 96 99 51 52 HEADER BOLT HEADER BOLT 9B 99
ADAMS RITE 53
ADAMS RITE ED
ADAMS RITE
MS1850S-050
SERIES, CYLINDER
MSIBSOS-050
SERIES OEADBOLT
OPERATED FLUSH BOLT
SERIES HOOKE
ADAMS RITE
4015
SI S2
THRESHOLD
BOLT
(ACT.) FINISHED
(ACT.)
37 39
FLOOR
ADAMS RITE 4015
THRESHOLD BOLT
FlNISHI
3-PT
LOCKING
CONCEALED
SYSTEM
37 39 5-PT
CONCEALED FLOOR
SERIES
SINGLE
2000/3000
SLIDE
LOCKING
SERIES
BI-PARTING
SYSTEM
2000/3D00
n� n
gH
R
2-PT CONCEALED
VERTICAL ROD WITH
PANIC RELEASE
LOCKING SYSTEM
SERIES 3000
SINGLE
FIf
MUNTIN
G86 SERIES
DEVICE WITH 2-PT
VERTICAL ROD
#10x3/4" SMS
®5.5" O.C.
#14x1.25" FH SDS,
2" FROM ENDS &
101
FASTEN W/
(j10x3/4 FH SMS,
(4)RAIL. (3) TO
THRESHOLD
SERIES 2000
O-PANEL
1R9DIICT MATIID
G.Dlnllo.0.6 u ..
.(ACT.) FINISHED °$
FLOOR
14
4—PT CONCEALED •v a°on
VERTICAL ROD WITH
PANIC RELEASE
LOCKING SYSTEM
SERIES 3000 fj
BI—PARTING 'ILII
1
DURA-STORM
SERIES 2000/3000 BILL OF
MATERIALS
�� G ....
E ND 46549
S °''•. FLOV60.
FfSS�01NPt
nWoucTtavaaD
uneNN"xeMb1Y1V
OrBYr CoL
4. K. 2 07
E Nnd�
e�S4�
`°'^° "PDe're
. s .:
@
g
�¢ �101�
g a ufi
Wu1 ll
G
q
e9
e
Eag.
8w
P z
o
����������
dd
ddd
gy
�j
00
F
14-1856
ec
veoa oescum ,
NON -CALL OUT
PART OF BUM
PART #S FROM 44,45, 67-73. 78, 60-89 ARE NOT
94
BILL OF MATERIALS
REFERENCE
DESCRIPTION
1
Extrusion -Jamb - 4 1(2°
2
ExWslon-]amh-6"
3
Extrusion -Jamb •Insert
4
Extrusion -Header - 1 PC
5
Extrusion -Header - 2 PC
6
Extrusion -Header Cover -
7
ExVuslen - Top Rell - SO
B
Extrusion -Top Rail - 0
9
Extrusion -Top Rail - S%
30
Extrusion -Top Rail - SX
13
Extrusion - Stile, Narrow - Fixed
12
Extrusion - Stile, Medium -Lead
13
Extrusion - Stile, Narrow - Pivot
14
Extrusion - Stile, Medium -Pivot
15
Extrusion - Stile, Narrow -Lead
ifi
Extrusion - Stile, Medium -Lock
17
Extrusion - MunBn Bar/Stacked Bottom Roll Part - 2"
16
Extrusion - MunHn Bar - 4,25°
19
Extrusion -Glass Stop
20
Extrusion -Glass Gutter
21
Extrusion -Bottom Rail 0 • 4"
22
Extrusion - Bbttom Rail SO/SX - 41
23
Extrusion -Bottom Rail O • 10° - 2 PC
24
Extrusion -Bottom Rail SX/SO - 1 PC • 10"
25
Extrusion - Bottom Rail SX/SO - 2 PC - 10"
26
Extruslon -Hanger -
27
Extrusion - Threshold • Filler
26
Extrusion -Threshold - Dbl bevel - 6'
29
Extrusion -Threshold - Sq/Bvl - 6"
30
Extrusion -Threshold •Recessed • 4.51
31
Extruslon- Threshold - Core
32
Extruslon - Threshold - Square
33
Extruslon-
BILL OF MATERIALS
REFERENCE
DESCRIPTION
46
Cemponent - Ball Detent
47
Component -Detent Block
48
Component- Bracket- O Panel
49
Component - Bo[tem Gulde-SX-2000
50
Component- Load Wheel -Steel/Aluminum/Plastic
51
Component - 2-Pi Lock - Cylinder -Adams Rite 1870
Flushba(t, to be used with A.R. 4015 bottom bolt.
52
Component - 2-PT Lock •Thumb Turn -Adams Rite 1870
Flushbolt, to be used with A.R. 4015 bottom bolt.
53
Component - B Ply Hookbolt Lack - Single Action -
Adams Rite M51850S-OSD (Deedbolt), Used w/ Adams
Rite 4015 end 4036 Bolts
54
Component- Exit Indicator -
55
Component • 2-Pt Panic Device -Adams Rite G86 with
concealed vertical had (top/bottom) end latch assembly.
56
Component- Pile - Adhesive/non Adhesive backed
57
Component -Brush -Sweep
58
Component •Foam Block -
59
Hardwpra - Tie Rod -Plate
60
Hardware - Tie Rod -Nut - 5/16-16 -Steel
61
Hardware -Threaded Rod • 5/16.38 •Steel
62
Hardware • 5/16 - 10 -Nut -Steel
63
Hardware - Tie Rod / Rail -Plate -Steel
64
Hardware-7/16-20 Jamb Nut - Steel
65
Hardware - 7/16 SO Pivot Pln -Steel
66
Hardware - 5/8-11 Nut -Steel
74
Component -Steel Plate - Panic Reinforcing (48° Min.)
75
Component -Key Operator - Adams Rite
76
Component -Lock Flange (Intl - "Wind Cllp"
77
Component -Lock Flange (Ext) - "Wind Cllp"
79
Component - Muntin Clip (with Panic)
90
Glazing -Wedge Vinyl - RM270864 by Trelleborg
91
Glazing • 3M Tape -
92
Glazing - Setting Block -
94
Extrusion -Key Strip
95
Extrusion -Threshold - Sq/Bvl - 4,5'
96
Extruslon -Bottom Rail O - 10'
97
Component -Ball Detent - SO
98
Component -Throw Bolt - Bid -Adams Rite 4016
99
Component - Guide -Throw Bolt •Adams Rite 4016
S00
Extrusion - 1"xi'x3/16' Angle