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DOUBLE DOOR TYP. ELEVATION
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
TYPICAL ELEVATIONS, DESIGN PRESSURES, & GENERAL NOTES
2
TYPICAL ELEVATIONS & DESIGN PRESSURES
3
DOOR PANEL DETAILS
4
VERTICAL & HORIZONTAL CROSS SECTION
5
VERTICAL & HORIZONTAL CROSS SECTION
6
HORIZONTAL CROSS SECTIONS
7
HORIZONTAL CROSS SECTIONS
8
ANCHORING DETAILS
9
ANCHORING DETAILS
10
ANCHORING DETAILS
11
ANCHORING DETAILS
12
HARDWARE OPTIONS
13
COMPONENTS
14
BILL OF MATERIALS & COMPONENTS
"N" & "NVS" SERIES COMMERCIAL OUTSWING STEEL DOOR (LMI
• THIS PRODUCT HAS BEEN DESIGNED AND EVALUATED TO COMPLY WITH
THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE: ASTM
E1886-13a, ASTM E1996-17, ASTM E330-14, TAS 201-94, TAS 202-94, TAS
203-94, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
• DOORS RATED FOR LARGE MISSILE IMPACT (9LB, 50 FPS) AND DO NOT
REQUIRE SHUTTERS.
• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON ELEVATIONS /
DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO.
• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
MEET THE REQUIREMENTS.
• METAL STRUCTURES NOT BY MESKER INC. MUST SUPPORT LOADS
IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING
STRUCTURE.
• DOOR PANEL: MIN. 18 GA. (0.042" THK.) STEEL MIN. Fy = 29 KSI MIN. DOOR
FRAME: MIN. 16 GA. (0.053"THK.) STEEL MIN. Fy = 42 KSI MIN.
• DOORS WHICH UTILIZE OUTSWING THRESHOLD QOSH BY DLP (ITEM #78)
MEET THE WATER INFILTRATION REQUIREMENTS FOR THE "HVHZ".
WATER TEST PRESSURE = 0.15 x POSITIVE DESIGN PRESSURE
• DOOR DOES NOT MEET THE WATER INFILTRATION REQUIREMENTS FOR
"HVHZ" AND SHALL BE INSTALLED ONLY IN NON -HABITABLE AREAS OR
HABITABLE LOCATIONS PROTECTED BY AN OVERHANG OR CANOPY
SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR
OVERHANG TO SILL IS LESS THAN 45 DEGREES.
• OTHER DOOR PANEL CONFIGURATIONS AVAILABLE PER REQUEST TO
MANUFACTURE.
NOTE:
EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
OVERALL FRAME
FLUSH
SIZE
BOLT LOCATION
DESIGN PRESSURE (PSF)
WIDTH
HEIGHT
ACTIVE
DOOR
INACTIVE
DOOR
POSITIVE
NEGATIVE
100"
100"
NO
YES
+65.0
-65.0
SEE SHEET 12 FOR ADDITIONAL DESIGN PRESSURE REQUIREMENTS
DUE TO HARDWARE COMPONENT SELECTION
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3440 Standwood Blvd.
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SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
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DATE: 06/03/16
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WIDTH
HEIGHT
POSITIVE
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52"
100"
+75.0
-75.0
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3440 Standwood Blvd.
Huntsville, AL 35811
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DATE: 06/03/16
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FBPE CERT. OF AUTHORIZATION No. 29578
FL15542
DATE: 06/03/16
DWG. BY: CHK. BY:
LS HFN
SCALE: NTS
DWG. #: MD1004
SHEET:
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MIN. EDGE DIST 2-1/2"
MIN. SPACING 4-1/2"
TYPE B 3/8" POWER -BOLT BY "POWERS"
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MIN. EDGE DIST 3-3/4"
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TYPE C 5/16" DIA. SMS OR MACHINE BOLTS (MIN. GRADE 5 CRS) OR ST/ST
OSTEEL: Fy = 36 KSI MIN.
N INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.)
ALUMINUM: 6063-T6 MIN.
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL ANCHORS @ THRESHOLD: (REFER TO ELEVATION FOR SPACING)
TYPE D 1/4" TAPCON BY "ITW" DIRECTLY INTO fc'=3000 PSI CONCRETE
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SND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
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HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BEG. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL15542
DATE: 06/03/16
DWG. BY: CHK. BY:
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SND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTSTF J j jSj VfV JIS_ffDOCUMENT.
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HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL15542
DATE: 06/03/16
DWG. BY: CHK. BY:
LS I HFN
SCALE: NTS
DWG.#: MD1004
SHEET:
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( ) ( Y= )
o
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ODIRECTLY
35
INTO fc'=3000 PSI CONCRETE, 1-1/2" MIN. EMBED
W
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DIRECTLY INTO GROUT FILLED/HOLLOW CONCRETE BLOCK, 1-1/4" MIN. EMBED
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8 3/4 " MIN. EMBEDMENT, 1 5/8 " MIN. EDGE DISTANCE
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REMARKS
BY
DATE
NOTE:
2020 FBC UPDATE
NUS
07/23/2
HEAD & JAMBS TO BE FULLY GOUTED WITH MIN. 3000 PSI NON -SHRINK GROUT
FULLY GROUTED
WITH MIN. 3000 PSI
NON -SHRINK GROUT
INTERIOR
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EXTERIOR
3 HORIZONTAL CROSS SECTION
6 STRAP ANCHOR (PS-241)
FHE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
9ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS F J j jSj 1/ fV J JS_DOCUMENT.
'•N.77
S A OF [r
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL15542
DATE: 06/03/16
DWG. BY: CHK. BY:
LS HFN
SCALE: NTS
DWG.#: MD1004
SHEET:
6
OF 1
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J K L M
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EXTERIOR
2 HORIZONTAL CROSS SECTION
7 TUBE ANCHOR
(4) #8 X 1 3/4" SMS
OR (4) #8 X 1 3/4"
WOOD SCREWS
PER BRACKET
1 HORIZONTAL CROSS SECTION
7 WOOD STUD ANCHOR
TYPICAL ANCHORS @ JAMB: (REFER TO ELEVATION FOR SPACING)
TYPE L TUBE ANCHOR (PF-10)
O SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT
SEE SHEET 3 FOR ANCHOR TYPES AND SPACING REQUIREMENTS
TYPE M Z ANCHOR (PF-9) (2) #12 X 1 1/2" HH SDS @ 2 1/2"
O.C. PER LOCATION
33 SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT
LIMIT DESIGN PRESSURE TO +/- 65 PSF
SEE SHEET 3 FOR ANCHOR TYPES AND SPACING REQUIREMI
TYPE N WOOD STUD ANCHOR (F-24) (4) #8 X 1 3/4" SMS OR (4) #8 X 1
WOOD SCREWS PER BRACKET
34 SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT
LIMIT DESIGN PRESSURE TO +/- 65 PSF
1 1/2" MIN. EMBEDMENT, 1/2 " MIN. EDGE DISTANCE,
1" SPACING
INTERIOR
FYTFRI(1R
3 HORIZONTAL CROSS SECTION
7 Z ANCHOR
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H SDS
) 2 1/2" O.C.
ER LOCATION
(4) 1 /4"-20 X 3/4"
FH TEKS
(2)1/4"-20 X 1 1/2"
FH TEKS
(2) 5/16" ULTRACON
1 3/4" EMBED.
5" MIN. EDGE
DISTANCE
CD
2.25"
DESIGN HARDWARE SERIES
KRM REMOVABLE MULLION
Fy = 36 KSI MIN.
1/8" THK. STEEL
LIMESKM'
MESKER DOOR INC.
3440 Standwood Blvd.
Huntsville, AL 35811
PH: (256) 851-6670
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2020 FBC UPDATE I NUS 07/23/20
FHE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
�``• •',-1
'•N.77
.. OF [r .
��llllilt111�;
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL#: FL15542 I
DATE: 06/03/16
DWG. BY: CHK. BY:
LS I HFN
SCALE: NTS
DWG.#: MD1004
SHEET:
7
OF 1
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SEE
DETAIL 1
HINGE JAMB
4 HINGE OPTION
100" MAX. FRAME HEIGHT
SEE
DETAIL 1
Ln
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HINGE JAMB
3 HINGE OPTION
90" MAX. FRAME HEIGHT
HINGE OPTION 1
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ANMASONRYOPENING JAMBS(TYP.)
—
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FRAME ANCHORING
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9 1 /2" O.
1.75" X FULL LENGTH X J
0.067" THICK STEEL PLATE,
SPOT WELDED 7" 36
FROM TOP & 8" O.C. HINGE OPTION 2
CONTINUOUS GEARED HINGE
SEE
DETAIL 2
STRIKE JAMB
ANCHOR NOTES:
1. SUBSTITUTION OF EQUAL CONCRETE SCREWS FROM A DIFFERENT SUPPLIER MAY HAVE DIFFERENT EDGE DISTANCE AND CENTER DISTANCE REQUIREMENTS. MIN.
EDGE DISTANCES SHOWN IN DETAILS ARE FOR DYNALBOLT SLEEVE ANCHORS. ADJUST MIN. CLEARANCES FOR ALTERNATE CONCRETE SCREWS AS NECESSARY.
2. CONCRETE SCREW LOCATIONS AT THE CENTERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS. IF CONCRETE SCREW
LOCATIONS NOTED AS "MAX. ON CENTER" MUST BE ADJUSTED TO MAINTAIN MINIMUM EDGE DISTANCE TO MORTAR JOINTS, ADDITIONAL CONCRETE SCREWS
MAY BE REQUIRED TO ENSURE THE MAXIMUM ON CENTER DIMENSION IS NOT EXCEEDED.
OMESKM"
MESKER DOOR INC.
3440 Standwood Blvd.
Huntsville, AL 35811
PH:(256)851-6670
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2020 FBC UPDATE NUS 17/23/20
FHE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERA
9ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIi
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
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'•N.77
.. OF [r .
Ile
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL15542
DATE: 06/03/16
DWG. BY: CHK. BY:
LS I HFN
SCALE: NTS
DWG.#: MD1004
SHEET
OF 1
DETAIL 1
SEE
DETAIL 1
11
HINGE JAMB
4 HINGE OPTION
100" MAX. FRAME HEIGHT
in
SEE
DETAIL 1
MASONRY
OPENING
HINGE JAMB
3 HINGE OPTION
90" MAX. FRAME HEIGHT
HINGE OPTION 1
BBS BALL BEARING HINGE
. ... N
M
L
K JAMBS
(TYP.)
J
FRAME
SEE
DETAIL 3
I
SILL
H (TYP.)
t.: 3" y
;. 3"
6"
12" MAX. O.C.
FRAME ANCHORING
CONCRETE/MASONRY
14X1112"F-H6L;
9 1 /2" 0.1
1.75" X FULL LENGTH X
0.067" THICK STEEL PLATE,
SPOT WELDED 7"
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HINGE OPTION 2
CONTINUOUS GEARED HINGE
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TYP.
SEE
DETAIL 2
STRIKE JAMB
ANCHOR NOTES:
1. SUBSTITUTION OF EQUAL CONCRETE SCREWS FROM A DIFFERENT SUPPLIER MAY HAVE DIFFERENT EDGE DISTANCE AND CENTER DISTANCE REQUIREMENTS.
MIN. EDGE DISTANCES SHOWN IN DETAILS ARE FOR DYNALBOLT SLEEVE ANCHORS. ADJUST MIN. CLEARANCES FOR TAPPER CONCRETE SCREWS AS NECESSARY.
2. CONCRETE SCREW LOCATIONS AT THE CENTERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS. IF CONCRETE SCREW
LOCATIONS NOTED AS "MAX. ON CENTER" MUST BE ADJUSTED TO MAINTAIN MINIMUM EDGE DISTANCE TO MORTAR JOINTS, ADDITIONAL CONCRETE SCREWS
MAY BE REQUIRED TO ENSURE THE MAXIMUM ON CENTER DIMENSION IS NOT EXCEEDED.
DETAIL 2
DFTAI I
OMESKER"
MESKER DOOR INC.
3440 Standwood Blvd.
Huntsville, AL 35811
PH: (256) 851-6670
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REMARKS BY I DATE
2020 FBC UPDATE NUS 07/23/20
FHE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERA
9ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIi
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
``• .1.1
S�.. O zl ,
'•N.77
S A OF [r
��llllilt111�;
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL15542
DATE: 06/03/16
DWG. BY: CHK. BY:
LS I HFN
SCALE: NTS
DWG.#: MD1004
SHEET:
101
m
HARDWARE/LOCK OPTIONS
ACTIVE DOOR HARDWARE CAN APPLY TO SINGLE DOORS
(EXTERIOR ELEVATIONS - OUTSWING DOORS)
100
FRAME WIDTH
100
FRAME WIDTH
OPTION 1
OPTION 1.A (+/- 65 PSF, 100" X 100")
ACTIVE LEAF:
DESIGN HARDWARE M SERIES EXTRA HEAVY DUTY (GRADE 1) MORTISE LOCK WITH
(2) 8-32 X 1 1/8" FH MS, LATCH = SS 3/4" THROW, DEADBOLT = SS 1" THROW
INACTIVE LEAF:
DESIGN HARDWARE UL-MFB-M FLUSH BOLTS WITH (4) 8 X 3/4" FH MULTI THREAD
SCREWS, TOP AND BOTTOM, FLUSH MOUNT METALLIC FLUSH BOLT GUIDE WITH (2)
#8 X 3/4" FH THREAD SCREWS, FLUSH MOUNT METALLIC STRIKE PLATE, WITH (2)
1/4" X 3/8" FH MS
OPTION 1.13 (+/- 60 PSF, 40" X 88")
ACTIVE LEAF:
ONITY 86E SERIES EXTRA HEAVY DUTY (GRADE 1) MORTISE LOCK WITH (2) #12-24 X
1" COMBINATION MS, LATCH = SS 3/4" THROW, DEADBOLT = SS 1" THROW
OPTION 2
OPTION 2.A (+/- 65 PSF, 100" X 100")
ACTIVE LEAF:
DESIGN HARDWARE X OR Z SERIES (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X
3/4" FH THREAD SCREWS AND (2) #10 X 1 9/16" 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
OPTION 2.6 (+/- 75 PSF, 52" X 100")
ACTIVE LEAF:
DESIGN HARDWARE X OR Z SERIES (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X
3/4" FH THREAD SCREWS AND (2) #10 X 1 9/16" FH MS. LATCH = SS 1/2" THROW,
WITH DEADBOLT D-1S OR D2-S.
OPTION 2.0 (+/- 55 PSF, 40" X 88")
ACTIVE LEAF:
SCHLAGE 161 (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X 3/4" FH THREAD
SCREWS AND (2) #10 X 1 9/16" FH MS. LATCH = SS 1/2" THROW
NOTE:
CONTINUOUS HINGE OR BB5 HINGE ACCEPTABLE
ON ALL OPTIONS. LIMIT TO +/- 65 PSF WITH USE
OF CONTINUOUS HINGE. FOR PANEL OPTIONS,
SEE SHEET 2.
0
100
FRAME WIDTH
TUBE MULLION, /
SEE SHEET 7 FOR J
INSTALLATION DETAILS
100
FRAME WIDTH
TUBE MULLION, /
SEE SHEET 7 FOR J
INSTALLATION DETAILS
100
FRAME WIDTH
'
a
� II
INACTIVE i
i / ACTIVE
OPTION 3
OPTION 3.A (+/- 65 PSF, 100" X 100")
ACTIVE LEAF/INACTIVE LEAF:
DESIGN HARDWARE 2000 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC
DEVICE WITH (6) 14 X 1 1/2" FH SIDS, RIM PANIC LATCH AT LOCKS = 5/8" THROW. ROLLER
STRIKE WITH 5/8" PROJECTION & 1/8" SHIM.
WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN.
OPTION 3.6 (+/- 65 PSF, 100" X 100")
ACTIVE LEAF/INACTIVE LEAF:
DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC DEVICE WITH
(5) 14 X 1 1/2" FH SIDS, ROLLER STRIKE WITH 5/8" PROJECTION & 1/8" SHIM.
WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN.
OPTION 3.0 (+/- 55 PSF, 52" X 88")
ACTIVE LEAF:
VON DUPRIN 99 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE WITH
(6) 14 X 1 1/2" FH SIDS, RIM PANIC LATCH AT LOCKS = 5/8" THROW.
ROLLER STRIKE WITH 5/8" PROJECTION & 1/8" SHIM.
WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN.
OMESKER7'
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MESKER DOOR INC.
3440 Standwood Blvd.
Huntsville, AL 35811
PH: (256) 851-6670
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REMARKS
BY
I DATE
OPTION4
2020 FBC UPDATE
NUS
07/23/20
OPTION 4.A (+/- 65 PSF, 100" X 100")
ACTIVE LEAF/INACTIVE LEAF:
THE INSTALLATION EDETAILSACTUALCONDITIONSFARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
DESIGN HARDWARE 2000 SERIES STANDARD DUTY SURFACE MOUNT METALLIC PANIC DEVICE
WITH DESIGN KIL TRI M, WITH (4) 14 X 1 1/2" FH SIDS, HANDLE WITH (2) #8-36 X 1 1/2" PH MS.
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN.
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS.FVjqSj fJfW jjS.D0CUMENT.
OPTION 4.13 (+/- 65 PSF, 100" X 100")
ACTIVE LEAF/INACTIVE LEAF:
`�� •� �i�
DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC DEVICE WITH
,•.••
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DESIGN KILTRIM WITH (5) 14 X 1 1/2" FH SIDS, HANDLE WITH (2) #8-36 X 1 1/2" PH MS.
WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN.
OPTION 4.0 (+/- 55 PSF, 52" X 88")
• 441
�,� 1V
ACTIVE LEAF
�� Q ti[}Q':
VON DUPRIN 99 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE WITH
DESIGN KILTRIM, WITH (4) 14 X 1 1/2" FH SIDS, HANDLE WITH (2) #8-36 X 1 1/2" PH MS. WITH
2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, FY = 36 KSI MIN.
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
OPTION 5
398 E. DANIA BEACH q 338
DANIA BEACH, FL 33004
330
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
OPTION 5.A (+/- 65 PSF, 100" X 100")
4
ACTIVE LEAF/INACTIVE LEAF:
DATE: 06/03/1 6
DESIGN HARDWARE 2000 SERIES STANDARD DUTY (GRADE 1) SVR SURFACE MOUNT METALLIC 2
POINT LOCK SYSTEM WITH PANIC DEVICE AND VERTICAL RODS ON EXTERIOR WITH (6) 14"-20 X
DWG. BY:
CHK. BY:
3/4 PH SMS AND (6) 14-20 X 3/4" FH MS. TOP STRIKE WITH (3) 1/4"-20P X 3/4" FH MS.
LS I
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SCALE: NTS
OPTION 5.13 (+/- 65 PSF, 100" X 100")
ACTIVE LEAF/INACTIVE LEAF:
DWG. #: M D 1 004
DESIGN HARDWARE 1000 SERIES HEAVY DUTY (GRADE 1) SVR SURFACE MOUNT METALLIC PANIC
SHEET:
DEVICE WITH (2) 14-20" PH MS AND (4) 14 X 1/4" FH SMS, VERTICAL ROD AT TOP AND BOTTOM
14 X 1 1/2" FH SIDS. TOP STRIKE WITH 1/4"-20P X 3/4" FH MS.
/ A
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45 DOOR SWEEP
OMESKM"
MESKER DOOR INC.
3440 Standwood Blvd.
Huntsville, AL 35811
PH: (256) 851-6670
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REMARKS
BY
DATE
2020 FBC UPDATE
NUS
07/23/20
FHE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
%ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FQli l�S� `dJ�FI� jHJS_DOCUMENT.
0 E
'•N.77
.. OF [r .
°� o IMP: •' �
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL15542
DATE: 06/03/16
DWG. BY: CHK. BY:
LS I HFN
SCALE: NTS
DWG.#: MD1004
SHEET:
13
OF