HomeMy WebLinkAboutNOA (2)MI®��E MIA?&-DADECOUNTY
V �A fi AA��j PRODUCT CONTROL SECTION
t ILIA 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Stanley Access Technologies, LLC
65 Scott Swamp Road
Farmington, CT 06032
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 "Dura 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 DOCUMENT: Drawing No. 14-1856, titled "Series Dura-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 08/23/17, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: 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 panic 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 are not part of this approval and are 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. 18-0221.11
Expiration Date: April 04, 2023
Approval Date: March 22, 2018
Page 1 of 2
INSPECTION: A copy of this entire NOA shall be provided to tfie'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 renews #17-0828.11 and consists of page 1, this page 2 and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 18-0221.11
Expiration Date: April 04, 2023
Approval Date: March 22, 2018
Page 2 of 2
1
Stanley Access Technologies, LLC
NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under file see below).
2. Drawing No.14-1856 (former 12-SAT-13), titled "Dura-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.
Bennardo, 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 (TAS 202, 201/203-94) and So-Sx-Sx-So w/ Transom & G-86 CVR Panic (TAS 202),
prepared by Fenestration 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
(5fl' 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-1
G
Jorge M. Plasencia, P.E.
Proauct Control Unit Supervisor
NOA No. 18-0221.11
Expiration Date: April 04, 2023
Approval Date: March 22, 2018
Stanley Access Technologies, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 Butacite ®", expiring. on 12/11/16.
3. Technical strength data of Trelleborg EPDM per ASTM C864.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014( 5t'' 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/hook & bolts mechanism and G-86 CVR
Panic exit brochures.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0828.11
A. DRAWINGS
1. Drawing No. 14-1856, titled "Series Dura-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 08/23/17, signed and sealed by Frank L. Bennardo,
P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61'
Edition (2017), prepared by Engineering Express, dated 08/07/17, signed and sealed
by Frank L. Bennardo, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
; ge M. Plasencia, P.E.
ProducOControl Unit Supervisor
NOA No. 18-0221.11
Expiration Date: April 04, 2023
Approval Date: March 22, 2018
E-2
Stanley Access Technologies, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued Kuraray America, Inc. (formerly
DuPont) for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers",
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance with FBC 61h Edition (2017), prepared by
Engineering Express, dated 07/31/17, signed and sealed by Frank L. Bennardo, P.E.
G. OTHER
1. This NOA revises NOA #15-0127.07, expiring on 04/04/18.
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1026.04 issued to SAF-GLAS, L.L.C. for "SAY GLAS,
Polycarbonate laminate", expiring on 12/16/22.
2. Notice of Acceptance No. 17-1114.14 issued Kuraray America, Inc. (formerly
DuPont) for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers",
expiring on 07/08/19.
F. STATEMENTS
1. None.
G. OTHER
1. This NOA renews NOA #17-0828.11, expiring on 04/04/18.
rge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 18-0221.11
Expiration Date: April 04, 2023
Approval Date: March 22, 2018
E-3
DURA-STORM SE
13" MAX
TYP. H SI
1E
NII
ANCHORS AT
DETAILS AND
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2-P $
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A i7F
�11
O-SX-SX-O (DI -PART)
,TIONS
_E LEVEL D) GENERAL NOTES RANK 8549 NANW P.E.
1. DOORS HAVE BEEN TESTED & DESIGNED IN ACCORPANCE51I tP�09.
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING POD aKP.
FIFTH EDITION (2014) & THE FLORIDA BUILDING CQD f[ - 7
3. 13 MAX TYP.- EDITION (2017) HIGH VELOCITY HURRICANE ZONE )-AND
HEAD SI L MIAMI%ADE COUNTY PROTOCOLS TAS 201 FOR LAR MIS91f t�` •.-9
X •PA GE WID _ IMPACT, TAS 202 FOR UNIFORM STATIC AIR PRESS tj¢E' AND
203 FOR CYCLIC WIND LOADING.
2. PERMIT HOLDER SHALL VERIFY THE ADEQUACXjOF THE ('
EXISTING STRUCTURE TO WITHSTAND ADDITIONALPROSED
_ .LOADS. 1X OR 2X WOOD BUCKS BY OTHERS SH9WIBE lk
STRUCTUREPROPERLY TO TRANSFER LOADS TO TCf517P�R1p-emu
3. NO INCREASE IN ALLOWABLE STRESS HAS BEELY 9 I •µ` ^ '^ w
qy N THE DESIGN OF THESE PRODUCTS. WIND LOAD DURAAC QW =fir
4l, ,�� FACTOR Cd 1.6 WAS USED FOR WOOD ANCHOR DESI 4V lit, i > U u:
"Tg Cl m 0-' 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED 4g¢ D6e uo
Z w �-. _ \ -. _ FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER m m a
Z _ SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNIN`eN bB
xx w xx "� _ I CODE PRESSURE REQUIREMENTS AS DETERMINED IN 9
U Q O Q 2: r' ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE
¢ w.� FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO 1A a'>iw
'\ _ R THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY W o.
VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. p
DESIGN PRESSURES NOTED HEREIN ARE BASED ON
MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY
m FACTOR.
_ :•; tS 6. DOORS DETAILED HEREIN HAVE BEEN. DESIGNED AND
TINE MA U SPANS AND LOADS SHOWN ON
0" "`
-'i ANCHORS: AT THRE:
,AL ELEV TIONS DETAILS AND ,ANCH
ANCHORS AT HEAD, SEE SHEET 5 FOR -
DETAILS AND ANCHOR CLUSTER DIMENSIONS.
4„
2-
LOCK`6
II \PT LOCK
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CVR
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APT
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4�3.4% MAX
/
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5/7.8
0
U _ _ TESTED R XIM M q
THESE DRAWINGS REFERENCE FENESTRATION TESTING LAB � e
- REPORTS 6803 & 7247.
�6 7. ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S z G
SPECIFICATIONS, SPACED AS NOTED HEREIN. MINIMUM 3 i O Ii
EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM,
BRICK. AND OTHER WALL FINISHES. tt
8. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING b Z °oo m yy{{
NGLE SLIDE) _ CONDITIONS MAY VARY. FIELD VER FY THAT FASTENERS ARE N a
INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. .
EE SHEET_ 8 FOR 9, WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" D w o
TER -DIMENSIONS:. 6=0.55 OR GREATER DENSITY. n G'
- VJ
C 10. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING z C
CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE b
AX TYP. INTO ADEQUATE WOW FRAMING MEMBERS, NOT INTO PLYWOOD. ? w
11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT �,
SILL 4" PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE
WIDTH CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED _ O a
HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN• (Q m
CONJUNCTION WITH THIS DOCUMENT FOR INSTALLATIONS
aOUTSIDE THE HVHZ; WITHIN THE HVHZ, A ONE-TIME APPROVAL "r m
U FROM MIAMI-DADE COUNTY SHALL BE OBTAINED.
. 12. ALL BOLTS AND WASHERS SHALL BE ZINC COATED,`
3 4T LOCK
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2RPT CVR
PANIC
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54.6" MAX
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m
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PANEL WDR$
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"SO"
EWCE IS INSTP11
aty GALVANIZED, OR STAINLESS STEEL WITH A MINIMUM TENSILE
'Pp
n
STRENGTH OF 60 KSI, EXCEPT INSTALLATION ANCHORS.+.
13. ALL SINGLE SLIDE ENTRANCES ARE SHOWN RIGHT HAND";
'LEFT HAND' IS MIRROR IMAGE.
gREVISED
PRODUCT
with the Florida
Bol tling O2
NOA-No. 17-0828.11
R.P4atloe Dt.D410,V2018
M
562
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Miam Ooetro
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SYSTEM NOTES
1. ALL ALUMINUM PARTS SHALL BE 6063-T6 ALUMINUM
ALLOY AND TEMPER, UNLESS OTHERWISE NOTED.
8
2. GLAZING 9/16° LAMINATED IMPACT RATED (SEE GLAZING
W
1110111
6/7,8
DETAILS SHEET 12)
3. CORNER PANE CONSTRUCTION: PANEL CORNERS ARE
1 r
§ $
1
811
yd
`1
yM
11-L
BUTT JOINED, SECURED WITH FOUR (4) FULL WIDTH 5/16°
THREADED TIE RODS AT TOP RAIL, INTERMEDIATE HORIZONTAL
MUNTIN LIAR, AND BOTTOM RAIL ALL JOINTS ARE WELDED.
F0
14-1856
4 \-'
�j
iV 4/7,8 SO-SX-SX-SO (BI-PART}
PRODUCT RENEWED
c wNn me1eo
iwia''ea�o"�
now -No. 18-0221.11
DURA-STORM 3000
,,, , �-
-} �71 4 7,8 SX-SO (SINGLE SLIDE}
N 4- 4'
ANCHORS AT THRESHOLD, SEE SHEET 8 FOR
TYPICAL ELEVATIONS DETAILS AND ANCHOR CLUSTER DIMENSIONS.
a
EXCEPTION. WHEN PANIC EXIT D
CORRESPONDING 4 1/4" MUNTIN BAR IS SECURED BY
APPROVED CUPS. {PENT 479, SHEET 12 DETAL V)
4. THE GLAZING MATERIAL IN BOTH FIXED AND SUDING
PANELS OF ALL SUING DOORS MUST COMPLY WITH THE
REQUIREMENTS IN THE PERFORMANCE SPECIFICATIONS AND
METHODS OF TEST FOR SAFETY GLAZING MATERIALS USED IN
BUILDINGS. PER FBC REQUIREMENTS.I
5. CVR - CONCEALED VERTICAL ROD.
6fJLE,
PPDE DESCN7PTION:
1)�{
I I
SERIES 2000 ELEVATION AND PLAN
All- N/InTU
2 1
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PANEL YN B
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96 23 21 1 17 1 21 4 315J-'
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®: EXTRUSION
EXTERIOR ELEVATION
EXTRUSION, MULTI -PIECE
EXTRUSION, OPTION
®: PART
XX XX : PART, MULTI -PIECE
168"
XX XX : PART, OPTION
PACKAGE WIDTH
O; DETAIL
INTERIOR
XX XX : DETAIL, OPTION
---^O�
— ---
---- 'q1 ----
—
EXTERIOR
"SX^ / 1 ^SX'
OPELE PANEL
EMERGENCYG REAXOUT-� II
PLAN
NOTES
I. TYPICAL DOOR SHOWN. STILE, RAIL AND MUNTW OPTIONS AVAILABLE AS INDICATED.
2. HORIZONTAL MUNTIN BAR NOT REQUIRED AS INDICATED BY DASHED UNES. MAX OLD: 36 1/4' W X 75 3/4' H AS SHOWN
3. 5-POINT LOCKING STANDARD (3-PT AMS & 2-PT). SEE SHEET 13.
4. PRODUCT SHALL -BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS
S. SEE SHEETS 5, 6 AND 9 FOR REQUIRED ANCHORAGE
B. SEE SHEET 12 FOR GLAZING DETAILS.
INFILTRATION RATING IS I INFILTRATION RiOFIVG IS I
SERIES
2000
I.-PMT AYA6ABLE
PACKAGE W61TH
INFORMATION
NCNINIL
NONIRAL
NOW NAL
PACKAGE
ROUGH
SOLE
CLEAR
PANEL
PANEL
CIdllKIIN
WIWH
OPENING
TYPE
(SX
WIM (0)
ALLOWANCE
CDCOPEKING
768A
168_
70.V
42.7'
42.7
1/4' / SIDE
168.0"
1685'
Ea
BB.S"
43.4'
43.4"
1 4 SIDE
SERIES 20o0-PART'AAILABHOGM
INFORMATION
PACKAGE1
ROUGH
CLEAN
CNAXING
HEIGHT,OPENING
�NOUINAL
DOOOPENING
ALLOWANCE
96.0"
963"
86.5'
1 ev TOP
RENEWED
iN tAc Mrlda
PRODUCT REVISED
p gg wNh the
PI.
rldu
NO4-No. 17-0828.11:
Eapiratlan 041041201/0
ey
6ttam dr: -um Con1m
1 14-1856 I
SERIES 3000 ELEVATION AND PLAN
T."SX�PANEL "r T
1 2 a
N
2-PTLOCK
OR
3-PT LOCK
lOR
11 1
MUNTIN�\
1 16 0
—
PT CVR
IC_
2—PT CVR
PANIC
0PTI0NAL1
—
19 20 �44"4
- -
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- - -
18 ' 17 h!
9
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8 3 TF
RLAWN I L
SERIES
3000
BI-PANT AVAILABLE
PACKAGE WIOM
INFO
NOMINAL
NONINAL
NOMINAL
PACKAGE
WIDTH
ROUGH
OPENING
STILE
THE
CLEAR
PANEL
OTH (�
PANEL
WIDM (0)
OPENING
Al.
188A'
1883"
NARRO
28'
427
427'
1BB.0'
16�5'
EOIU
eff
43.4'
43.4
®: EXTRUSION
EXTERIOR ELEVATION
EXTRUSION, MULTI -PIECE
®: EXTRUSION, OPTION
® : PART
XX XX : PART, MULTI -PIECE
STANDARD
XX XX : PART, OPTION
PACKAGE WIDTH
O:'DETAIL INTERIOR
DETAIL, OPTIC
"SO"
..SO..
"SX" "SX"
EXTERIOR
J
FULL
IL
II
EMERGENCY
CLEAR
BREAK OUT
OPENING
PLAN
j NOTES
DOOR SHOWN. STILE, RAIL AND MUNTIN OPTIONS AVAILABLE AS INDICATED.
HORIZONTAL MUNTIN BAR NOT
RELEASE (2-PTCEPT AT CVR�ACTIVE &CE AS 1NDICATED DASHED LINES. MAX DILO: 36 2-PT CVR)AND 5-POINT LOCKING (3-PT 1A.CTIVE & 2-PT)OWN; 36 SHEET313.0 H WITH PANIC DEVICE MUNTIN.
3Z
. 4-POINT CVR LOCKING WITH G860UIRED PANIICC
4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WUH PRODUCT APPROVALS.
5. SEE SHEETS 5, 7, 8, AND 9 FOR REQUIRED ANCHORAGE
G. SEE SHEET IFFOR GLAZING DETAILS.
!iMES 30M 81—PART AV
14FORMATTON
PACKAGE
ROUGH NONINAL CLEAR
CAULKING
MIGHT
OPENING DOOR OPEN9IG
ALLOWANCE
98,0'
99.3' 88S'
1 4' TOP
RENEWED
with the Rodda
PRODUCT REVISED
pl on wflh Ora Pbrlda
NOA-N.. � 17-0828.11
NOA-N
e.plraelan pate 04/0412018
BY
Mla,ht-gr Prodml Cordrol
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DURA-STORM SERIES 2000/3000 SINGLE SLIDES, ELEVATION AND PLAN
at
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7677 18 1
11 12 0
11 1Z
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18 17
M - �"
19 20 Go
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47 1/4""MAX
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"0"
1A
I.
E. "SX„
SX PANEL
108" PACKAGE WIDTH DETAIL BEYOND
F G 4 5 D
4
3—PT LOCK \
11 12 \
\
OR \
•2—PT CVR
PANIC
17
47 1/4" MAX
q718
V SX PA�TTNEL
L
DLO-TYP.
C
'i BEDgA
"1 i6 13 14 21
171 2121 23 96
1 16 13 14
22 17 22 "22 2 24
26 '
E H 22 17 22 2 24 25
SERIES 2000 (SX-O) SINGLE
SLIDE
SERIES 3000 (SX—SO) SINGLE SLIDE
EXTERIOR ELEVATION
-
EXTERIOR ELEVATION
PACKAGE
PACKAGE
WIDTH
WIDTH
INTERIOR
—o-----_— INTERIOR-
— —� - —
"SX'
—
EXTERIOR
aSX"
" SO"
0"
®:EXTRUSION
EXTERIOR
CLEAR
DOOR OPENING
�y: EXTRUSION, MULTI -PIECE
CLEAR
OOR OPENING
\
v v :ExrRUSION,OPTION
OPERABLE
PANEL
\
R : PART
\ \
EMERGENCY
XXXX : PART, MULTI -PIECE
SERIES 2000 (SX-0L) SINGLE SLIDE
XX XX : PART, OPTION
SERIES 3000 (SX—SO) SINGLE SIDE FULL
PLAN EMERGENCY
PLAN
O: DETAIL
BREAK OUT
XX XX : DETAIL, OPTION
IS
SEMES 2000
AND 30DO
SINGLE
SLICE AVA8 LE PACKAGE
WIDTH IDD
PACKAGE
ROUGH
SOLE
NOMINAL
CLEAR
NOMNAL
PANEL
NOMINAL
PANEL
CAULIOALLOWANCE
WIOTN
OPENING
TYPE
1 DOOROPENINGMM
(St)
WIDTH (0)
A110WANCE
108.0'
1085'
NARROW
46.4
53.8'
1 53.8'
1/4' SIDE
108A'
IOBS'
IV
44.3'
1 54.
3M6'
1 4' SIDE
11.. gT1PICAL DOOR SHOWN. STILE, RAIL AND MUNTIN OPTIONS AVAILABLE AS INDICATED.
2, HORIZONTAL MUNTIN BAR NOT REQUIRED EXCEPT AT PANIC DEVICE AS INDICATED BY DASHED LINES. MAX OLD: 47 1/4" W X 76" H AS SHOWN; 36 3/4' H WITH PANIC DEVICE MUNTIN.
3. 2—POINT CVR LOCKING WITH C86 PANIC RELEASE AND 3—POINT LOCKING AVAILABLE ON SERIES 3000, 3—POINT ONLY ON SERIES 2000. SEE SHEET 13.
4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS.
5. SEE SHEETS 5, 7, 8 AND 9 FOR REQUIRED ANCHORAGE
S. SEE SHEET 12 FOR GLAZING DETAILS.
SEALS 2000
0 SI DE V
P. KAL H MA
PAlXN.E
NC-- CLEAR
W1LKiNG
HDGHi
L-U-
NWG'
DOOR OPENING
ALLOY"CE
96.0'
98.3'
88.5'
1/4' TOP'
i
FRANK L BENNAR00� P.E.
f PE0096549
> 17
�46�9�NQ
sum
Z Rx
R,e
to
di
�OjWi1
w� �
ul�'WW
ow
PRODUCT RENEWED
pl Ing Hthe o Floddo
BulldinB Cods
NOA- Na. 18-0221.11
j
y
Explrnuon Dal. 04104/2023
>o
d
C
sy
Mlnm endue. COMM
14-1856
SGLE:
PRODUCT REVISED
PAGe DESCRiPRON
Duiidi,g lying wllh the Florida
COA
NDA-Na.17-0828.11
Fxplmnon Date 0410412018
sy
n
/4 L
mlam a a Mra
L-=L�
.1 -0
DURA-STORM SERIES 2000 SECTIONS & ANCHORING, STANDARD
JAMB TO HEAD
CONNECTION 8"
SEE NOTE 1 1/4" SHIM
SPACE
HO
STRUCT
6 26. 4 5
50
$o
o /
w S 66
ACCESS
® 10 COVER 8
�
EXTERIOR D INTERIOR
W u) fV
Y �
< �J�Fl.+
1
z En
ANY ANCHOR
Z u PER ANCHOR
SCHEDULE, TYP-
SHEET 5
vai w &PER
® ELEVATION.
N '
® I
m
w
2
FRAME ANCHORING
N.T.S.
0 co
LOCKS
(O-SX-SX-O)
2 HORIZONTAL SECTION
®: EXTRUSION 2"=1'-0" BI-PARTING
EXTRUSION, MULTI -PIECE 55
EMBED.
®: EXTRUSION, OPTION
1/4" SHIM SPACE
:PART INTERIOR "0"
XX XX : PART, MULTI -PIECE .
w;
XX XX : PART, OPTION
O: DETAIL w �
XX XX DETAIL OPTION "SX" K 58
t,h • 21 22 21 21 2 23 96 EXTERIOR
a:'s .E.D: 37 ABODVER7 3/4"
' SEE HEAD ANCHORS SHEEP 5, N 39 53
217 2 2 4 2 AND THRESHOLD ANCHORS 9899 <
:RTI AL EC I N SHEEP 9. THRESHOLD (SX-0)
=1'-0" ANCHORS APPLICABLE ONLY nHORIZONTAL SECTION
TO 3KSI CONCRETE.
%9 I
No PE00465 9 : O -_
_-n •' �N
a
f
O,�'•, STATE OF Z ^ w n
S WHO
W OLLir Z� >QLLaW<
Z
°O w[g=8
' Lu
awa�w
'o
o �
s o
G
32F
tz
< �
U o V
ova
N LL
0
N U V
g ova
"'-, z
= Y 9
i:* 2
2'=1 -0 SINGLE SLIDE
PRODUCT RENEWEDail
ITEM 58 "FOAM BLOCK" INSTALLED
pi Iwltn M" FlodaaNOTE:
eulla �a �IN
ALL STILES, EXCEPT LOCKING STILES.
NOA-Na. 16.8221.11
NOT SHOWN IN ALL STILES FOR CLARffY
EaplaHanOa.oa0a12023
By
MI 1-D roduc! Control
14-1856
PRODUCT REVISED
SCALE.
PAGE DESCRIPTION
a Ompbin9 wNh fho Florida
ean`am0 ttooJd
No 17-0828.11
EaptrAtlan Oat 0412018
NOTES NOTE SEE SHEET B FOR ANCHOR SCHEDULE
NOTES
1. JAMB TO HEAD CONNECTION FASTENERS 5/16-18 HHMS WITH WASHER. AND ALLOWABLE ANCNORrTPEs
mlam
2. SEE SHEET 11 FOR STACKED BOTTOM RAIL OPTIONS.
aaet control
0
SERIES 3000 SECTIONS & ANCHORING, STANDARD 5-PT LOCKS
JAMB EAD
CONNECTI
lI SEE NOTE218„
co $ 0
0
W
UJ m N
a �w
ZO
O T
�N
0
l_
Z CJ
cnw
N
® Lu
TYP OF (5)
66
:ACCES
9
INTERIOR
ANY ANCHOR �
PER ANCHOR
SCHEDULE, TYP.
SHEET 5
& PER
ELEVATION.
EXTERIOR
SHIM
2 N 2 1 2 2 1
FRAME ANCHORING VERTICAL SECTION
N.T.S. '4 2"= ''-0"
I. 1. JAMB TO HEAD CONNECTION FASTENERS: 5/16-18 HHMS WffH WASHER.
2, SEE SHEET 11 FOR STACKED BOTTOM RAIL OPTIONS.
HEADER
N I w� j`LJJ Y-l1J ROUGH OPENING 4 1- ICJ
\ 20 (SO-SX-SX-SO) 2p SP SHIM
a 15 16 SPACE
5 HORIZONTAL SECTION I6 >
2"=1'-0" BI-PARTING
1 3/4-
HEADER ABOVE\ - - �� - �TERIO
30 D(TRUS >
:'EXTRUSION, M
®: EXTRUSION, OPTIO
®; PART
XXXX : PART, MULTI -PIECE
XX XX : PART, OPTION
O: DETAIL
DETAIL, OPTION
2
SEE HEAD ANCHORS SHEEP 5,
AND THRESHOLD ANCHORS
SHEET 9. THRESHOLD
ANCHORS APPLICABLE ONLY
TO 3KSI CONCRETE
NOTE: SEE SHEET 6 FOR ANCHOR SCHEDULE
AND ALLOWABLE ANCHOR TYPES
1 /4" SHIM SPACE'
l / 2"=1'-O" GLE S
NOTE: ITEM 58 "FOAM BLOCK
IN ALL STILES, EXCEPT LOCKING
NOT SHOWN IN ALL STILES FOR
PRODUCT REVISED \
prya g wkh Na Fbrida
koA-No. 77-0828.11
Expirallun Dabe�0�4104/2018
MLvnl- ,aY Product Control
1 14-1856 1
JAMB TO HE
CONNECTION
TYP OF (5)
ccr MAY17 t
SERIES 3000 SECTIONS & ANCHORING, PANIC RELEASE 4-PT LOCKS
E.D. E.D. 1/4" SHIM
SPACE
HOST
4UCT.
/ 4 5
50 m
66
ACCESS
COVER 7
_
INTERIOR
°
°
EXTERIOR ?'
W' 5 6 20
(SO-SX-SX-SO)
LLJm
NI
0
Y
&
n�ORIZ0ONTAL
U
19 o
aa
BISECTION
2"=1-PARTING<W
a
x
55
ego
u
DU
o
®
ANY ANCHOR
°
17 16
o
M
`N�
® EXTRUSION
PANIC 5
c� v
Z
PER ANCHOR
59
o
D iv
rn
�: EXTRUSION, MULTI-P
RELEASE
E
SCHEDULE, TYP.
N
N
°
HEADER ABOVE
SHEEP 5
®-®; EXTRUSION, OPTION
vi w
®
&PER
ELEVATION. PANIC
DEVICE
®: PART
w
N
m
XX XX ; PART, MULTI -PIECE
y.,
®
w
�
XX XX : PART, OPTION
• �;•;
•�•••
;"
'�••"
m
. W
""•
: DETAIL
�.
a
d
22 2 17
2 2 24 2
1 3/4"
1/4" SHIM
SPACE
' FRANK L BENNARDO, P.E.
&§ :17:
• . No PEM, 549
Z N.
z
�O�.• STATE F!r"'�8z
g6w �io
�W Oti W
NO: d��
�w
in
p N
G O
� O
3 a F y
z o g
k � a��
� Z wYi
m o
� LL �NLL
H o
N i7
rn�w
D.:Y
.E.D
. DETAIL, OPTION
4
75 —2
:
0
N
/2 17 2 2 24
2
(SX�4" SHIM SPACE
ZONS TION
FRAME ANCHORING
VERTICAL SECTION
4
6 2"m1'-0" SINGLE E
2"=1'-0"
2"=1'-0"
SEE HEAD ANCHORS SHEET 5.
PRODUCT RENEWED
AND THRESHOLD ANCHORS
NOTE: ITEM 58 "FOAM BLOCK' IN ST
phan9 MNtha Fiprida
ealldl,'"ig Wdd
SHEET 9. THRESHOLD
IN ALL STILES, EXCEPT LOCKING STILES.
oa Ne. 18 Du1.11
ANCHORS APPLICABLE ONLY
NOT SHOWN IN ALL STILES FOR CLARITY
TO 3KS1 CONCRETE.
Dapl ..D.t.8410412023
Dy
mla,a et cpAa.l
PRODUCT REVI5ED
-
eoa with the Florid..
aD`ma9
No".. 17-0828.11
Eapintbn Dole04ION20113
NOTES
NOTE: SEE SHEET FOR AN.R.CitE .
1. JAMB TO HEAD CONNECTION FASTENERS; 5/16-18 HHMS WTIH WASHER
AND ALL...LE ANCHORTYPES
6y
ml.,a. aad co
2. SEE SHEET 11 FOR STACKED BOTTOM RAIL OPTIONS.
14-1856 1
DURA-STORM SERIES 2000/3000 THRESHOLDS & ANCHORING
NOTEI USE CONCRE7EANCHOR PER ANCHOR SCHEDULE
PRODUCT RENEWED
oom Ingg Ith Mrr Florida
THRESHOLD ANCHORAGE DETAILS SHOWN
BUHEN9 do
2..
HEREIN. SEE SHEETS FORANCHOR SCHEDULE AND
MEIN.
N11 1B•0221.11 CONCRETE, QUARRY
ALLOWABLE CONCRETE ANCHORTYPES
E"plroOon Dab MO-12023 TILE, OR CARPET
(TYPICAL)
27
27 BY
Mlamw Pro um conwl
0
EXTERIOR
INTERIOR 94 EXTERIOR
INTERIOR 94 INTERIOR
EXTERIOR
CONCRETE,
CONCRETE, �_
QUARRY TILE,
QUARRY TILE,
+• T u:i :
OR CARPET
D' c E.D: ' z�''
OR CARPET
p >
iv
;'u,
(TYPICAL) iv
7+ 'tYi a_i•. r
(TYPICAL) iv
95 31
0 31
m TAPERED EXTRUSION 33
W <OUARE X BEVEL (EXfI
THRESHOLD —TAPERED EXT
3"=1'—O" 2000
27
EXTERIOR f INTERIOR 94
THRESHOLD —TAPERED INT
2000
13" O.C. MAX
ALONG ROW, 3"
D7 STANDARD EXTRUSION
W SOLIARE X SQUARE 32
(RECESSED)
THRESHOLD —SQUARE
3"=1'-0" 2000
' ��
TtRIow'
0] TAPERED EXTRUSION
w SQUARE X BEVEL (EX71
THRESHOLD —TAPERED EXT
3"=11-0" 3000
INTERIOR Fr
5� 1 II o II EXTERIOR
PRODUCT REVISED
p1 u with lho Florida
Noa-No. 17-0028.11
Ewphauan Dab 0410412018
8
DYlam ueo j
INTERIOR I XS?II II
No PE004
-0
EXTERIOR�0. ' STATE(
'C�.''�.,FGOR1i
i ' ss ONAI
TAPERED EXTRUSION j
W SQUARE X BEVEl fRJ11
THRESHOLD —TAPERED INT
3"=1•—O' 3000
EXTERIOR
INTERIOR Nu/.,;l
TOP OF
TOP OF CONCRETE
FINISH
LIMITS OF
RECESS STANDARD EXTRUSION
& GROUT SQUARE X SQUARE
FILL (RECESSED)
THRESHOLD —SQUARE
3"=11-0" 3000
A"
TY
C L
C/L C/L
I
INTERMEDUI OVERLAP
ANCHOR ovERP
CLUSTER INTERLOCK ENI
CLUSTER
LOCK STILE INTERLOCK PANEL END o
THRESHOLD ANCHORING EXT CLUSTER CLUSTER OVERLAP CLUSTER a
N.T.S. (APPLICABLE TO 3KSI CONCRETE ONLY)
MAX PACKAGE WIDTH
rep 'cF�m y�U
amq
°d
o�
I o� W ®z
in
W
p N
it mo
O
G
0
N r'n 7 a
e LL uO ON
L u)
14-1856
DescRSPr:oN:
g
FWK L. BENNAMO, V.E.
DURA-STORM SERIES 2000/3000 EXTRUSIONS „11 i 1 7Pf DCfi649
:��L,
�T
rt No PE0D4 imq
0.250' 0.375� �.'. "Aie Q i
1-735' L735•-{�---� •°
1 I 1.7a7• STEEL PANIG�s'S.<o"'o..
F---�17�' REINFORCINGr ANAL o xag
][} rrr1�111
N.T.S. ASTM A-36 fn
1.735' I+ 1.735' I-- IJ o f m a
O N p nS. uz1 w ii
I�s,,��—,�Iyr-�'r'
0.093' a n n m m �L ' Ul CY O
m m 0.093 0.093' c'�J w
0.093 0.251 " 0.125' w
0.093 1 1 0.170• 1.549" O w
MIN. PANIC
TOP RAIL, SX TOP RAIL, SX TOP RAIL, SO TOP RAIL, 0 MUNTIN CLIP pp
18 MUNTIN BAR 9 3000 10 2000 n (3000) $ 2000 26 HANGER 79 N.T.S. 6063-T6 G o
N.T.S. 6pfi3-T6 N.T.S. 606 -T6 N.T.S. ,fi063-T6 N.TS. fi063-T6 N.T.S. 606}T6 N.T.S. 6pfi3-T6 K o Cl
a 1C9.750" --1 1.75D' --{ 1.750' � � m
z O U
�-I ,.750- +7 ,.75U- r •.--I ,.75p- . � '. � , L¢Vy
fj V OCU
0.093 0.093 IIIIj^II''' c 0.130 c 0.130 0.125" 0.125" W o
� N2�
STILE LEAD STILE FIXED STILE PIVOT STILE LEAD STILE LOCK STILE PIVOT
NARROW { NARROW NARROW MEDIUM MEDIUM MEDIUM
15 1 S 13 +� 6063-T6 i4 N.TS. 6063 7fi R ,0 9
N.T.S. 6pfi3-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6p6}T6 N.T.S.
f
�6.000"�6.000•� 1.735"•---� I �4.500'� � wt
0,100
0.140" I 0.140•
o 0,265' 0.265•0130"0.140• 0.140'5T-L
0.109" 0.140' 0.156' �o.,s6• 8 20 UTTER 1 JAMB 4 1/2o.os—E0.376" a
m 0,156' m -
T j N.TS. 6063-T6 N.T.S.N$fi063-T6 3 JAMB INSERT ¢
I 0.125" T.S. 6063-T6 E
�6.0p0"�� g la
0140' L a 1 T 0.100" PRODUCTgRENEWED E, B
a eanem9v cod wun the Floritla � $ � � � � � €
e 0.065' N o NDA-No. 18-0221.11 �' a s $
v ro.1s6' t3's s��k"3
I i B ptr elen Date OM04/2023
1.968' j-- J.110 1 BY
om a ~ aauet control 14-1856
HEADER COVER HEADER (2 PC.) GLASS STOP J
3.110' PRODUCT REVISED vaDB DeseBxvnOw�
6 C 19 2 piYY� �y wun m. F1ena,
N.TS. 6063-T6 5 N.TS. 6063-T6 N.T.S. fip63-T6 N.T.S. 606}76 gulldin9 Cado
NOA-No. 17-0828.11
4 !AOER cptraDanDULO410412018 1�
N.T.S. 6063-T6 BY
Jj O
mmmwaa aaa contro, �Lfl
DURA-STORM SERIES 2000/3000 EXTRUSIONS
PRODUCT REVISED
as plyingJ with the Florida
BYIIdln9 (•iada
NOA-No. 17-0828.11
11vIranon Data 04/0412018
By
mmnlra Y contra
6.000'
a.1oo•
d;
.Soo' T
ALT THRESHOLD
28 N.T.S. 6063-T6
6.000"�
.500"JT
�1 ALT THRESHOLD
27 N.T.S. 6063-T6
4.500'
-[0.500'
THRESHOLD
30 N.T.S. 6063-T6
L°.116"
I ! 1.500"
94 KEY STRIP
N.T.S. 6063-T6
---- f-0.12
.100-
L1.000""' 1.500•
p BRACKET
'4 8 N.T.S. 6063-T6
j� 1.000•
0.188'--I F-�
1.000- GG-�.-��JJJ
N.T.S
ANGLE
00 . 60fi3-T6
9f;:Zj
0.110•
00"
T
0.500-J
� T-0.500"
0.500"-T T
0.500•�
COMPONENT
THRESHOLD
95
COMPONENT
THRESHOLD
��
COMPONENT
THRESHOLD
32
COMPONENT
THRESHOLD
31
N.T.S. 60fi3-T6
N.TS. 606}T6
N.T.S. 6063•T6
N.TS. 6063•T6
2.000"
--�{ 1.735'
17
0.094`
MUNTIN BAR
N.T.S. 6063-T6
---j 1.735• F-
0.093'
21
Ia
L 1
BOTTOM RAIL, 0
N.T.S. 6063-T6
- { 1.735' f
0.093'
22 I�
1
BOTTOM RAIL, SX/SO
N.T.S. 6063-T6
- LL: No PEOO
�
0.100'_•j �0.STATE
. FCOR
THRESHOLD
N.T.S. 6 6},T I N11
PRODUCT RENEWED 1.735" f-- 1.735-
- �--
I 1 xath the Florida
nd.9 O
NOA-No. 18-0221.11 3/16" POP RNEfS
E�I.tl- Dale 04/04/2023 1.735* ® 22" O.C. MAX
By
Prodaot conl,ol
2.000-
--� 1.735" F- 0.141' 0.141'
22
17 2g o 96 0
0.094'
� o
o.as<• 59 1-0
21 60 61 21 a
i
2000) (SERIES
2000)
STACKED STACKED BOTTOM RAIL, O BOTTOM RAIL,0
BOTTOMRAIL, 0 BOTTOMRAIL,0 N.T.S. 2-PIECE 6063-T6 N.T.S. 1-PIECE 6063-T6
N.T.S. 6063-T6 N.T.S. 6063-T6
1.735" 1.735'
--{ 1.735" I-- MIN. OF (2)
3/16" POP RIVETS
® 22' O.C. MA%
2.000"
- 1.735•
o.tat•
0.141"
1 0.093•
0.093" N 59 n
24 25
22 60 61 n
22Ll L,
STACKED STACKED csEIOEs zOOa/3000) (SERIES 2000/3000)
BOTTOM RAIL, SX/SO BOTTOM RAIL, SX/SO BOTTOM RAIL, SX/SO BOTTOMRAIL, SX/SO 32-PIECE 6063-TG
p N
Q m
0
G
Or�T Oa, V
m�a
LL I t
N � W
V
�o
F oc�z
� M
o
14-1856
11
a
i`
V
DURA-STORM SERIES 2000/3000 DETAILS
r
47
SO PANEL
BALL
A SO PIVOT TOP P DETENT TOP
NTS SERIES 3000 NTS SERIES 3WO
JHOLD g7
SO PANEL
BALL DETENT
BOTTOM
Q NTS SERES 3000
C SX GUIDE/PIVOT BOTTOM
NTS 36 SERIES 3000
SX PANEL 38 SECURITY
HOOK
42
43 SO PANEL
97
nSECURITY HOOK
WE'
m
V I 2�
G PANIC BOLT TOP
NTS 3000
F STD BOLT TOP
N'fS SERIES 2000 3000
3-POINT
N LATCH DETAIL ��
NTS SERE.S 2000/30W ISy F
M MUNTIN DETAIL
NTS SERIES 2000/3000
m ®i'I�
I
i m ►%,,
o -INTSREINFORCING ICI
NTS SERIES 3000 SX PIVOT TOP
(SX—SO INTERLOCK) D NTS S 20aU
PRODUCT RENEWED
eamp Ing..ltntn.Floadn
.uB a.
NOA�I... 18.0221.11
F.plmff.n D.t, 0410412023
By
NOTES MI -0aa auct Control
1. ITEM 74, -STEEL PLATE —PANIC REINFORCING-, IS CONTAINED WITHIN VERTICAL S ILE, HAS A
MINIMUM LENGTH OF 48", AND IS CENTERED VERTICALLY ABOUT CENTERUNE OF HORIZONTAL
MUNTIN. REM 74 IS FASTENED AS FOLLOWS: SINGLE ROW #10 X 32 X 1/2" FHTCMS ® 8" OC.
1/4" T
Q09T DUFM BJE491E RIB
WNRAYER FiR QJWEIVT N]4
1/4' ANN-\
el 3M GLAZING TAPE
FULL LENGIH \
SETTING
EXT. BLOCK
(MIN 70
SHORE A
W� ONOSz
D�WSiO
#10 FH w�d�
o SCREWS o w
@18" O.C. .00
1/4" T
0.1CO" S6F-Qk33 INf L&M
PER OJfaf N34
1/4" ANN1
91 3M GLAZING TAPE
FULL LENG
zo
SETTING
EXT. BLOCK
(MIN 70
SHORE A
WEDGE90
VINYL
INT.
C5II J #10SCR FH
o SCREWS
@18" O.C.
-9Z16" LAMINATED
GLAZING DETAILS
NTS
10x35 HEADER
05.5" O.C.
#14xl.25"
FH SDS, 2"
FROM ENDS
& 10
OMIDPOINT
O 0 PANEL ANGLE
NTS 3000 NTS S 200D
0 PANEL 48
FASTEN W/ #1ox3/4 FH SMS,
PRODUCT REVISED (4) TO BOTTOM RAIL, (3) TO 49 - --
as .mplylne with tnn Florid. THRESHOLD
B.Ilding code
NOA-No. 17-0828.11 THRESHOLD 48 SX PANEL
Fcplr.B.. D.t. "04/2018
T
0-PANEL BR CK K SX GUIDE PIVOT BOTTOM
B
mi.row. proa..t Boner. NTS SERIES 2000 NTS SERIES 2000
(0—SX INTERLOCK)
nPANIC _BOLT BOTTOM nMUNTIN DETAIL
NTS 3000
14-1856
12
DURA-STORM SERIES 2000/3000 LOCKING ARRANGEMENTS I 10PEIX" 549 Na"uu,yt.
ADAMS RITE 4016 ADAMS RITE 1870 ADAMS RITE 4016 '
HEADER BOLT 98 99 51 52 HEADER BOLT HEADER BOLT 99 99 ��• 3
1 "Wx3/16"Eg PEp040 49 -'•
ANGLE = ND pc Z
34 ' 'O '• m
STA1£�m u�
i
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MS1850S-050 SERIES, CYLINDER MS185OS-050 FINISHED
ADAMS RITE SERIES DEADBOLT OPERATED FLUSH BOLT SERIES HOOKBOLT FLOOR
51 52 FINISHED 48
401E N
FLOOR HOLD FASTEN W/
THRESHOLT (ACT.) FINISHED (ACT.) #100/4 FH SMS. o °
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AIR35 RAIL, (3) .TO 3 z ° `w'
ADAMS RITE 4015 THRESHOLD a
THRESHOLD BOLT FINISHED SERIES 3000 0
3—PT CONCEALED FLOOR SERIES 2000
LOCKING SYSTEM 37 39 5—Pi CONCEALED SO —PANEL O—PANEL A N v
SERIES 2000/3000 LOCKING SYSTEM a SERIES 2000/3000 i °
SINGLE SLIDE HI —PARTING f E F
e
L z
55 55 55., ? rn z w
PANIC PANIC
MUNTIN 55 MUNTIN 0 0 5! �2 A! ?
ADAMS RITE 55 ADAMS RITE G86 SERIES
G86 SERIES PANIC IXIT DEVICE WITH 2—PT i
ED
EXIT DEVICE CONCEALED VERTICAL ROD PRODUCT R Ith th. R.dd.
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NOA-N". 18-0221.11
55 EwptraOeD Date 0410412023 z4 Itv
55 (ACT.) FINISHED (ACT.) FINISHED ey 12 3619 §
FLOOR FLOOR sv.nw.a a"De come
14-1856
PRODUCT REVISED =lku0
2—PT CONCEALED 4—PT CONCEALED plylng Ne Um Flcdda PAGE DM MON:
VERTICAL ROD WITH VERTICAL ROD WITH B."di. c2
NOA-0Ng. 17-0828.11
PANIC RELEASE PANIC RELEASE
LOCKING SYSTEM LOCKING SYSTEM Etpiration Dee 0404l2018
SERIES 3000 SERIES 3000 raaOwa roaDacoDw j
SINGLE SLIDE BI—PARTING
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-14