HomeMy WebLinkAboutNOA; N-Series Outswing Opaque Steel DoorsM_IA�`iI•E�®l� MIANH-DADS COUNTY
e PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
1 DEPARTMENT OF REGULATOR' AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
esker Door, a Division ofDormalKaba, VSA, Inc.
3440 Stanwood Blvd.,
Uuntsville, AL 35811
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,oj
: N-Series Outswing Opaque Steel Doors-LMI
APPROVAL DOCUM—E—N— Dra gNo. Dd-P-,W ev A (former AD14-19), titled "N-Series Outswing Opaque
Steel Door (LMI/SMI)", sheets 1 through 12 of 12, dated 12/17/20, prepared by Building Drops, Inc., signed and
sealed by HermesNorero, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date b t1 hP Mia7Clll-Da�igeCoun�,duct Control Section.
MISSILE I mpACT RATIN • Large and Small Mssile Impact Resistant
Limitations:
xanx:rwx*
1. See sheet 1 thru 4 for Lock Hardware Options. See sheets 1 thru 5 for Anchor Bracket types and anchor types.
2. See sheet 3 for Embossed or Flush panel options.
3. Private labelling is ppt part of this approval.
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 thisNOA 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 otherpurposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause fortermination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises & renews # 17-0920.07 consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda F.E. "
::-��,' •kw
_ / NOA No. 20-0708.03
DA M1AMI-DEAD' Erl
a ai c s
Expiration Date: July 16, 2025
Approval Date: December 23, 2020
Page 1
i
i
Mesker Door, a Division of IDormaKaba, USA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below)
2. Drawing No. AID14-19, titled "N-Series Outswing Opaque Steel Door (LMI/SMI)", sheets 1 through 12
of 12, prepared by MYC Engineering Inc., dated 01 /21/15 and last revised on JUL 01, 2015, signed and
sealed by Yipping Wang, P.E.
D. TESTS (submitted under file # 14-1021.03)
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
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 marked -up drawings and installation diagram of outswing Steel doorw/ glazed steel
lite kit assembly, prepared by Fenestration Testing Lab, Inc., Test Report No. )FTL 7245, dated
08/22/14 and FTL 8120, dated 12/19/14, signed and sealed by Idahnis Ortega, P. E.
Note: Test report FTL7245 has been revised by an addendum letter dated April 10, 2015, issued
by Fenestration Testing lab, signed and sealed by Idalmis Ortega, P. E.
C. CALCULATIONS
1. Anchor Verification calculation dated 01/12/15, 07/01/15 and last revised on JUL 07, 2015,
prepared by MYC Engineering Inc., signed and sealed by Yipping Wang, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Tensile strength test report FTL 8319 for "Kit Steel frame" per ASTME-08, dated 04/07/15
issued by Fenestration Testing lab, signed and sealed by Idalmis Ortega, P. E.
F. STATEMENTS
1. Statement letter of conformance FBC 2014 (5th Edition) and letter of no financial interest,
dated 01/09/15, prepared by MYC Engineering Inc., signed and sealed by Yipping Wang, P.E.
2. Statement letter dated 07/08/15, issued by Mesker Holding, LLC stating Mesker Door, LLC is
the subsidiary of Mesker Holding and requesting NOA to be issued under Mesker Door, LLC,
signed by Aaron R Schwartz, Chief Financial Officer.
3. State of Alabama Business entity details and legal name listing dated 11-07-2013, signed by
Secretary of State.
4. Lab compliance as part of the above referenced test report.
Is➢Baq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0708.03
Expiration Date: July 16, 2025
Approval Date: December 23, 2020
E - 1
Mesker Door, a Division of DormaKaba, USA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. Test proposal #13-1401, dated 04/04/14 approved by RER.
2. Internet posting of Mesker Holding, LLC.
2. Evidence submitted under previous approvals
A. DRAWINGS
1. Drawing No. AD14-19, titled "N-Series Outswing Opaque Steel Door (LMI/SM[I)", sheets 1
through 12 of 12, prepared by MYC Engineering Inc., Sep 05, 2017, signed and sealed by
Yipping Wang, P.E.
Note: Revision consist of FBC 2017 code update in sheet 1.
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. Tensile strength test report FTL 8319 for "Kit Steel frame" per ASTME-08, dated 04/07/15
issued by Fenestration Testing lab, signed and sealed by Idalmis Ortega, P. E.
F. STATEMENTS "17
�.1. Statement letters of conformance t Bdition) d FBC 2014 (Sth Edition), dated
09/05/17, prepared by MYC Enginee"rin"�rrFd"sea ed by Yipping Wang, P.E.
2. Statement letter dated 11/28/17 of code revision note update only and no other changes in
approval drawings, prepared by MYC Engineering Inc., signed and sealed by Yipping Wang,
P.E.
G. OTHER
1. This NOA revises NOA # 14-1021.03, expiring 07/16/20.
New Evidence Submitted
A. DRAWINGS
I. Drawing No. IDOR009 Rev A (former AID14-19), titled "N-Series Outswing Opaque Steel
Door (LMI/SMI)", sheets 1 through 12 of 12, dated 12/17/20, prepared by Building Drops,
Inc., signed and sealed by Hermes Norero, P.E.
(Note: Revision consist of FBC 2020 code updates)
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0708.03
Expiration Date: Ju➢y 16, 2025
Approval Date: December 23, 2020
E - 2
Mesker Door, a Division of IDornaaKaba, USA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TEST
1. None.
C. CALCULATIONS
1. Anchor Verification calculation dated 07/30/20, prepared by Building Drops, Inc., signed and
sealed by Hermes Norero, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTI>FICATIONtS
1. None.
F. STATEMENTS
1. Statement letters of conformance td FBC 2020 (7th Edition) and "No financial interest"), dated
06/30/20, prepared by Building Drops, Inc., signed and sealed by Hermes Norero, P.E.
2. Notification of Successor Engineer per the Florida Administrative Code Section 61 G15-
27.001, notifying original engineer that the successor engineer is assuming full professional
and legal responsibility for all engineering documents pertaining to this NOA, dated 02/09/20,
prepared by Building Drops, Inc., signed and sealed by Hermes Norero, P.E.
3. Merger Certificate issued dated DEC 01, 2017 by State of Delaware between Mesker Holding
Inc., and "PRT Blocker", LLC, signed by Jeffery W, Bullock, Secretary of State.
4. Merger Certificate issued dated Jun 13, 2018 by State of Delaware between Mesker Door, Inc.,
Inc., with and into "PRT Blocker", LLC, signed by Jeffery W, Bullock, Secretary of State.
5. Merger Certificate issued dated Jun 27, 2018 by State of Delaware between "PRT Blocker",
LLC with and into DormaKaba USA, Inc., signed by Jeffery W, Bullock, Secretary of State.
6. Statement letter dated 10/16/20 requesting Name change based on merger documents, signed
by Ms. Nancy M. Lambert, V.P. & general counsel, DormaKaba, USA, Inc.
G. OTBER
1. This NOA revises & renews# 17-0920.07, expiring07/16/25.
2. Media Release by dormakaba dated Nov. 08, 2016 to acquire merger of US based Mesker Opening
group.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0708.03
Expiration Bate: July 16, 2025
Approval Date: December 23, 2020
E - 3
k—K rAKhL WHu I K) (UUUK V-L-UIn)
TYPICAL EXTERIOR ELEVATION (XX)
(SINGLE PANEL OUTSWING GLAZED DOOR)
(LOCK OPTION 1(MORTISE LOCK WITH DEADBOLT) &
LOCK OPTION 2 (CYILINDRICAL LOCK) SEE SHEET 9)
"N" SERIES GLAZED OUTSWING STEEL DOOR (LMI)
o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANEZONE (HVHZ)�a�..,�„•zdb,���
o DOORS ARE RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS.
o ANCHORS SHALL BE AS USTED,SPACED AS SHOWN ON ELEVATIONS/DETAILS.
ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO.
o ANCHORING OR LOADING CONDITIONS NOTSHOWN INTHESE DETAILSARE NOT
PART OF THIS APPROVAL
o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE AS APPLICABLE.
ANCHOR BRACKETTYPE A
ANCHOR
TYPES
NUMBER OF ANCHOR REQ'D
DOOR MA%.—TH%HEIGHT
9fi"%96"
DI
4
4
B, B1,D
2
2
[,F
2
1
FOR HINGE
LOCATION SEE
1 SHEET2
`TYP. ANCHOR
SEE SHEET 5
H OPTIONAL
SEESHEET2
F0. MAY
ANCHOR TYPES ' c (DOOR PANELWIDTH) 1�ANCHOR TYPES WIRE ANCHOR TYPE H&
OR L INTO CONC. OR L INTO
CONC.
STRAP ANCHOR TYPE
TYPICAL EXTERIOR ELEVATION (X)
O
(FOR BOTH SINGLE AND DOUBLE DOORS)
(SINGLE PANEL OUTSWING GLAZED DOOR)
(LOCK OPTION 1 (MORTISE LOCK WITH DEADBOLT) &
NOTES:
LOCK OPTION 2 (CYIUNDRICAL LOCK) SEE SHEET 9)
EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
ALL OPENINGS PASSED WITH WATER INFILTRATION.
METAL STRUCTURES NOT BY MESKER DOOR INC. MUSTSUPPORT LOADS IMPOSED BY
DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE.
DESIGN LOADS
(FOR SIZES SHOWN ABOVE OR SMALLER)
a SX OR 2X WOOD BUCKS OR OTHERS MUST BE ANCHORED PROPERLYTO TRANSFER
LOADS TO THE STRUCTURE.
AS PERMITTED BY FBC
+65.0 PSF
o A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD
-65.0 PSF
ANCHORS ONLY.
• DOOR PANEL' MIN. 18 GA. (0.042" THK) STEEL MIN. Fy=42 KSI, Fu=51.5 KSI MIN.
DOOR FRAME: MIN. 16 GA. (0.053"THK) STEEL MIN. Fy=42 KSI, Fu=51.5 KSI MIN.
o ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-16 MULTIPLIED BY 0.6 SHALL BE PRODUCT REVISED
LESS THAN OR EQUALTO MAX. DESIGN LOAD IN THIS DOCUMENT. as complying with the Florida
Building Code
NOA-No. a0.0709.03
Expiration Date 07/ d 6/202S
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ANCHOR BRACKETTYF
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OR L INTO CONC.
TYPICAL EXTERIOR ELEVATION (XX)
(DOUBLE PANEL OUTSWING GLAZED DOOR)
(LOCK OPTION 5 (SVR) SEE SHEET 9)
NOTES:
CONTINUOUS HINGE OR BBS HINGE
ACCEPTABLE ON ALL OPTIONS.
FOR PANEL HINGE OPTIONS.
FOR PANEL HINGE OPTIONS SEE
SHEETS.
FOR DOOR EDGE AND EDGE SEAM
OPTIONS SEE SHEET4
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SEE SHEET
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(SINGLE PANEL OUTSWING GLAZED DOOR)
(LOCK OPTION 5 (SVR) SEE SHEET 9)
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-65.0 PSF �ti
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as complying with the Florida
Building Code
.-No. 20-0706.03
Expiration unto 07/16/2025
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ANCHOR
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NUMBER OF ANCHOR REO'D
DDOR IVIM. WIDTH HEIGHT
96':11"
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OR L INTO CONC.
(DOUBLE PANEL OUTSWING GLAZED DOOR)
(RIM PANIC LOCK OPTION 3 SEE SHEET 9) TYPICAL EXTERIOR ELEVATION (X)
WITH MULLION
(SINGLE PANEL OUTSWING GLAZED DOOR)
3 - (RIM PANIC LOCK OPTION 3 SEE SHEET 9)
ANEL WID
DESIGN HARDWARE SERIES
KRM REMOVABLE MULLION
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FLUSH DOOR NOA-No. . 20-0708.03
OPTIONAL PARTIAL EMBOSSED DOOR LEAF PATTERNS (MIN. Fy= 42 RSI Expirationate 07/16/2025
(MIN. Fy= 42 KSI MIN. Fu=51.5 KSI) MIN. Fu=51.5 KSI By .41
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DOOR EDGE SEAM OPTIONS
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ANCHOR BRACKET TYPE
NUMBER OF ANCHOR REQb
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SEESHEET2
TYPICAL EXTERIOR ELEVATION (XX)
ANCHORTYPESA
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(DOUBLE PANEL OUTSWING GLAZED DOOR)
(RIM PANIC LOCK OPTION 4 SEE SHEET 9)
WITH MULLION
SQUARED EDGE BEVELED EDGE
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EXTERIOR #10 X 3/4° PH SDS EXTERIOR
X PH SDS
3"FROM END 3"FMEFROM END
@ B°O.C. TYP. @ B. O.C. TYP.
DOOR EDGE OPTIONS
(DOOR PANEL WIDTH) ANCHORTYPESA
OR L INTO CONC.
TYPICAL EXTERIOR ELEVATION (X)
(SINGLE PANEL OUTSWING GLAZED DOOR)
(RIM PANIC LOCK OPTION 4 SEESHEET 9)
DESIGN LOADS
(FOR SIZES SHOWN ABOVE OR SMALLER)
AS PERMITTED BY FBC
+65.0 PSF
-65.0 PSF
NOTES:
CONTINUOUS HINGE OR BBS HINGE
ACCEPTABLE ON ALL OPTIONS.
FOR PANEL HINGE OPTIONS.
FOR PANEL HINGE OPTIONS SEE
SHEET S.
FOR DOOR EDGE AND EDGE SEAM
OPTIONS SEE SHEET
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-ND. 20-0708.03
Expiration Date 07116/202S
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TYPICAL ANCHORS @ HEAD/JAMB: (REFER TO ELEVATION FOR SPACING) SILL ANCHORS: (REFER TO ELEVATION FOR SPACING)
TYPE B 3/8" DIA. HLC SLEEVE ANCHOR BY "HILTI" ANCHOR BRACKETS TYPE L 1/4" DIA. ULTRACONS BY "ELCO" (Fy=155 K51 Fu=177 KSI)
DIRECTLY INTO fc'=3000 PSI CONCRETE (SEE DETAILS ON SHEET 10) DIRECTLY INTO fc'=3000 PSI CONCRETE
1-3/8" MIN. EMBED, 31/4" MIN. EDGE DISTANCE 1-1/2" EMBED INTO CONCRETE, 21/2" MIN. EDGE DISTANCE
TYPE B1 3/8" DIA. HLC SLEEVE ANCHOR BY "HILTI" TYPE A TUBE ANCHOR (PF-10)
DIRECTLY INTO fc'=3000 PSI INTO GROUT FILLED CONCRETE BLOCK (SEE ELEVATIONS ON SHEETS 1 THRU 4 TYPE A 5/16" DIA. ULTRACONS BY "ELCO" (Fy=155 KSI Fu=177 K51)
1-3/8" MIN. EMBED, 31/2" MIN. EDGE DISTANCE FOR ANCHOR BRACKET LOCATIONS) DIRECTLY INTO fc'=3000 PSI CONCRETE
1-3/4" EMBED INTO CONCRETE, 2 3/16" MIN. EDGE DISTANCE
TYPE C 3/8" DIA. LOK-BOLT AS BY "DEWALT"
DIRECTLY INTO CONCRETE fc'=3000 PSI MIN. #8 X 5/8" PH SMS 13
21/2" MIN. EMBED, 31/8" MIN. EDGE DISTANCE 4" FROM END 26
TYPED 3/8" DIA. SCREW- BOLT +AS BY "DEWALT" TYPE B Z ANCHOR (PF-9) @ 8" O.C. TYP. 32
(SEE ELEVATIONS BELOW FOR ANCHOR 3" X 12" X 16 GA
DIRECTLY INTO CONCRETE fc'=3000 PSI MIN. BRACKET LOCATIONS) STEEL PLATE
11/2" MIN. EMBED, 31/4" MIN. EDGE DISTANCE 0 5.517" X 19" LG. X 16 GA
STEEL PLATE
TYPE D1 3/8" DIA. SCREW- BOLT +AS BY "DEWALT" °°
DIRECTLY INTO fc'=3000 PSI INTO GROUT FILLED CONCRETE BLOCK (4) 12-24 X 1/2" 0°0° 22 GA41/2" I.G.
11/2" MIN. EMBED, 3 3/4" MIN. EDGE DISTANCE TYPE C WOOD STUD STUD ANCHOEE:?.4j-24) FH MS °o STEEL PLATE
(SEE ELEVATIONS BELOW FOR ANCHOR o 0
TYPE F 5/16" DIA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR ST/ST BRACKET LOCATIONS) O
EXT.
INTO METAL STRUCTURES
STEEL: Fy=36 KSI MIN. Y4" MIN. THK. 3 O
ALUMINUM: 6063-TS, %" MIN. THK. HINGE OPTION 1
NOTE:
BBS BALL BEARING HINGE
EACH TYPE OF ANCHOR SHALL BE USED WITH ANCHOR SEALANT: NB X 5/8" PH SMS
BRACKET TYPE A. ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE q" FROM END 26
AT PERIMETER
@ 8" O.C. TYP. 32
L 14 X 11/2" FH SDS 1.385 BY FULL LENGTH
WIRE ANCHOR: (REFER TO ELEVATION FOR SPACING) %� NOTE: 91/2" O.C. O BY 0.067" THICK STEEL
/ 9y, JAMB SUBSTRATE CAN BE GROUT FILLED CONCRETE, 2X PLATE SPOT WELDED
(SEE DETAIL ON SHEET 10) ? M/N. WOOD BUCKS, WOOD STRUCTURAL MEMBER(S), FILLED ° 0o AT EACH END
CONCRETE BLOCK WALLAND METALSTRUCTURE (STEEL 1.75" BY FULL LENGTH BY 00000
0.067" THICK STEEL PLATE
TYPE WIRE ANCHOR PF-2) PF F�60KSI)MIN. ORALUMINUM).ANCHOR TYPE SHOWN ABOVE SHOULD 0 0
( ) ( SPOT WELDED 7" FROM o 0 0 11.95" I.G. X 0.057" THK.
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TYPE J TYPE K
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(2) B-32 X 11/8" FH MS, LATCH = SS 3/4" THROW, DEADBOLT=SS 1" THROW
INACTIVE LEAF:
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THREAD SCREWS AND (2) #10 X 19/16" FH MS. LATCH = SS 1/2" THROW
INACTIVE LEAF:
DESIGN HARDWARE UL-MFB-M FLUSH BOLTS, FLUSH MOUNT METALLIC FLUSH
BOLT GUIDE, SURFACE MOUNT METALLIC STRIKE PLATE, WITH (4) 8 X 3/4" FH
MULTI THREAD SCREWS, TOP AND BOTTOM
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WITH DESIGN KILTRIM, WITH (4)14 X 11/2" FH SDS, HANDLE WITH (2) #13-36 X 11/2" PH
WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN.
DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METAWC PANIC DEVICE WITH
DESIGN KILTRIM WITH (5) 14 X 11/2' FH SDS, HANDLE WITH (2) #8.36 X 11/2" PH MS.
WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY= 36 KSI MIN.
---,DD• �AX� OPTIONS
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OPTION SA
ACTIVE LEAF/INACTIVE LEAF:
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POINT LOCK SYSTEM WITH PANIC DEVICE AND VERTICAL RODS ON EXTERIOR WITH (6) 14"-20 X
3/4 PH SMS AND (6)14-20 X 3/4" FH MS. TOP STRIKE W fTH (3)1/4"-20P X 3/4" FH MS.
OPTION S.B
ACTIVE LEAF/INACTIVE LEAF:
DESIGN HARDWARE 1000 SERIES HEAVY DUTY (GRADE 1) SVR SURFACE MOUNT METALLIC PANIC
OPTION &A (IO DEVICE WITH (2)14-20" PH MS AND (4) 14 X 1/4" FH SMS, VERTICAL ROD AT TOP AND BOTTOM
ACTIVE LEAF/INACTIVE LEAF' (2) 14 X 11/2" FH SDS. TOP STRIKE WITH (3) 1/4"-20P X 3/4" FH MS.
]ACMniVE\
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DESIGN HARDWARE 2000 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM
PANIC DEVICE WITH (6) 14 X 11/2" FH SDS, RIM PANIC LATCH AT LOCKS = 5/8"
THROW. ROLLER STRIKE WITH 5/8" PROJECTION & 1/13" SHIM.
WITH 2" X 3" X 1/8" THICK STEEL VERTICALTUBE MULLION, FY = 36 KSI MIN.
OPTION 3.8
ACTIVE LEAF/INACTIVE LEAF:
DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC
NOTE:
PRODUCT RE:!lMSED
DEVICE WITH (5) 14 X 11/2' FH SDS, ROLLER STRIKE WITH 518" PROJECTION & 1/8"
CONTINUOUS HINGE OR BBS HINGE ACCEPTABLE
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ON ALL OPTIONS. FOR PANEL HINGE OPTIONS,
Coda
NOA-No. 10-0708.03
WITH 2" X 3" X 1/8" THICK STEEL VERTICALTUBE MULLION, FY = 36 KSI MIN.
SEE SHEET S.
Expiration onto 07/16/2025
FOR DOOR EDGE AND EDGE SEAM OPTIONS SEE
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BILL OF MATERIALS
ITEM
PART NO.
MATERIAL
QN
DESCRIPTION
MANUFACTURER
1
-
STEELOR Sf/ST
AS REQD.
FRAMEIAMO/HEAD (53/4°X2"OR53/4"%4"UP70143/4"DEEP)
MESKER DOOR I6 GA (0.06"MIN)Fy�0.8 KS] MIN.
2
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A5 REQD,
1Ah90
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g
BB6
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AS pEgp.
STANDARD WEIGHT BALLBEARING HINGES
DESIGN HARDWARE
4
-
POLYSTYRENE
AS REgD.
POLYSTYRENE CORE PER CURRENT NOA
CELLOFOAM, BONDED TO INSIDE OF PANEL
S
2000, 3000
STEELORSf/ST
AS REQD.
2000 RM PANIC DENIES 10005ERIES OPTIONAL
DESIGN HARDWARE
fi
KRM
STEELOR Sf/ST
1
KEY REMOVABLE MULLION
DESIGN HARDWARE
7
-
STEEL
3
%SERIES LOCK (1/2" OR 3/4")
DESIGN HARDWARE
g
UL-MFB-M
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2
MANUAL FLUSH BOLT
DESIGN HARDWARE
B
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2000-V EXIT DEVICES 1000.V SERIFS OPTIONAL
DESIGN HARDWARE
10
-
ALUM. 6063•T6
AS REQD.
CONTINUOUS GEARED HINGE
DESIGN HARDWARE
it
-
STEEL
-
FRAME REINFORCEMENT
MESKER DOOR 16 GA (0.060" MIN.) HOT MELT FUR GLUE
12
TYPE A, PFlO
STEEL
AS READ.
TUBE ANCHORS
MESKER DOOR 16 GA (O.OfiO" MIN.) SPOT WELDED TO FRAME
13
-
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AS READ.
HINGE REINFORCEMENT
MESKER DOOR7 GA (0.170"MIN.)
14
TYPE H, PFl
STEEL
i15 READ.
WIRE ANCHORS
MESKER DOOR 0.182�
15
TYPEJ, PF2
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AS READ
TANLHORS
MESKER DOOR 16 GA (0,060" MIN.) TWISTED INTO FRAME
16
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AS REQD.
13/16"%13/4"X.138"THK. STEEL PLATE
MESKER ODOR
17
TYPE C, PF-9
STEEL
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MESKER DOOR 16 GA (0.060" MIN.) SPOT WELDED TO FRAME
lg
-
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STEEL REINFORCEMENT 1.75fi"X353/4"
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ly
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STEEL
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WOOD STUD ANCHORS
MESKER DOOR 18 GA. (0.048" MIN)
20
STEEL
AS REQD.
M SERIES MORTISE LOCK W/ DFAOBOLT
DESIGN HARDWARE
21
TYPE K, PS-241
STEEL
AS REQD.
TSTRAP ANCHOR
MESKER DOOR 16 GA (0.060" MIN.) SPOT WELDED TO FRAME
22
95WH
ALUM. 6063-TS
AS REQD.
DOOR BOTTOM EXTENDER
NATIONAL GUARD PRODUCES
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SS-S
RUBBER
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SELF ADHESIVE WEATHERSTRIP
DESIGN HARDWARE
24
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ALUM. 6063-TS
1
1"BUMPER THRfS ID
DESIGN HARDWARE
- Lr
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1
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DESIGN HARDWARE
2fi
ALUM. 60 -
AS REQD
PERIMETER SEA4t YLBULB
DESIGN HARDWARE
27
SW-R
ALUM. 6063 TS
AS REQD
DOOR SWEEPS
DESIGN HARDWARE
28
-
AS REQD
WEATHER STRIP AT MEETING STILE ASTRAGAL -OPTIONAL
DESIGN HARDWARE
29
-
STEELOR Sf/Si
AS REQD
0.715" X 1.fi05" X 0.715 STEEL CHANNEL (DOOR PANEL WIDTH)
MESKER DOOR 20 GA (0.036" MIN) SINGLE ROW DESPOT WELDS 2' O.C.
30
STEEL OR S7/ST
AS REQD
DOOR PANELS
- MESKER DOOR 18 GA (0.048" MIN.) SPOT WELDED AT EACH ENO
31
DP-29
STEEL OR ST/ST
AS REQD
MORTISE LOCK REINFORCEMENT
MESKER DOOR 16 GA (O.OfiO" MIN.) SPOT WELDED AT EACH END
32
DP-22
STEEL OR Si/ST
AS REQD
MORTISE LOCK (MBN) REINFORCEMENT
MESKER DOOR 14 GA (0.074"MIN.) SPOT WELDED TO EACH END
33
FP-9
STEEL OR Sf/5T
AS REQD
"U" STRIKE MORTISE (RSA STRIKE)
MESKER DOOR 21 GA (0.032" MIN)
34
DP-23
STEEL OR ST/S7
AS REQD
CYLINDRICAL LOCK PREPARATION
MESKER DOOR I7 GA (0.054°MIN.)SPOT WELDED AT EACH END
35
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AS REQD
SVR TOP STIKE
DESIGN HARDWARE
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