SPECIAL-LITE, INC. FIBERGLASS FRAME OUTSWING DOORS …
Transcript of SPECIAL-LITE, INC. FIBERGLASS FRAME OUTSWING DOORS …
February 15th, 2017
SERIES 217, 100 & 220 FIBERGLASS OUTSWING DOOR (LMI & SMI)
- METAL STRUCTURES NOT BY SPECIAL LITE, INC. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE
-1X OR 2X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADSTO THE STRUCTURE.
- A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTOWOOD ONLY.
- DOOR FRAME: PULTRUDED FIBERGLASS- DOOR PANEL: 0.120" SANDSTONE FRP OR PULTRUDED FIBERGLASS
- ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OREQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THISDOCUMENT ARE ALLOWABLE DESIGN LOADS.
- LOCK: REFER TO PAGE HW1 FOR LOCK OPTIONS.
- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEREQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2014) INCLUDINGHIGH VELOCITY HURRICANE ZONE (HVHZ).
- DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRESHUTTERS.
- DOORS ARE APPROVED FOR WATER AND AIR INFILTRATION.
- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORSEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
- ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOTPART OF THIS APPROVAL.
- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COMEINTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEREQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2014) SECTION ASAPPLICABLE.
NOTES: EGRESS REQUIREMENTS TO BEREVIEWED BY BUILDING OFFICIAL.
ALL OPENINGS PASSED WITH WATERINFILTRATION.
SPECIAL-LITE, INC.FIBERGLASS FRAME OUTSWING DOORS
LARGE AND SMALL MISSILE IMPACT (LMI & SMI)
NOTE:
GLASS COMPLIES WITH ASTM E1300-09
(3 SEC. GUSTS).
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COVER
LIMITATIONS OF USE
THIS PRODUCT EVALUATION DOCUMENT
(P.E.D.) PREPARED BY THIS ENGINEER IS
GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SITE SPECIFIC
PROJECT; i.e .WHERE THE SITE
CONDITIONS DEVIATE FROM THE P.E.D.
CONTRACTOR TO BE RESPONSIBLE FOR
THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED
ON THIS PRODUCT EVALUATION PROVIDED
HE/SHE DOES NOT DEVIATE FROM THE
CONDITIONS DETAILED ON THIS
DOCUMENT.
THIS PRODUCT EVALUATION DOCUMENT
WILL BE CONSIDERED INVALID IF ALTERED
BY ANY MEANS.
SITE SPECIFIC PROJECTS SHALL BE
PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL
BECOME THE ENGINEER OF RECORD
(E.O.R.) FOR THE PROJECT AND WHO WILL
BE RESPONSIBLE FOR THE PROPER USE OF
THE P.E.D.
THIS P.E.D .SHALL BEAR THE DATE AND
ORIGINAL SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER OF RECORD
THAT PREPARED IT.
A-
B-
C-
D-
E-
GLASS TYPE 'G1'5/16" NOMINAL OVERALL
GLASS TYPE 'G2'1" NOMINAL OVERALL
1/8" H.S. GLASS
0.090" BUTACITE INTERLAYERBY 'KURARAY AMERICA, INC.'
1/8" H.S. GLASS
0.090" BUTACITE INTERLAYERBY 'KURARAY AMERICA, INC.'
3/8" AIR SPACE
1/4" H.S. GLASS
1/8" H.S. GLASS
1 3
/16"
GLA
SS B
ITE
EXT.
EXT.
1/8" H.S. GLASS
1"
GLA
SS B
ITE
#10-32 X 1-15/16"TH MS W/ NUT 11" O.C.
FROM SIDES, 11-1/2"O.C. FROM TOP AND
BOTTOM
#8 X 1-3/8" OH SMS3" , 4-3/4", 13-1/8", 21-5/8", 23-5/16"AND 31-7/16" FROM LEFT,4-3/4", 12-9/16", 20-5/8" FROM BOTTOM
AT CORNER:12-28 X 1-1/2" PH MS W/ NUTS3" AND 23-5/16" FROM LEFT,3" AND 22-1/4" FROM BOTTOM
February 15th, 2017
100 3/4" MAX.FRAME WIDTH
48" MAX.PANEL WIDTH
48" MAX.PANEL WIDTH
22" MAX.D.L.O.
22" MAX.D.L.O.
99" M
AX.
FRAM
E H
EIG
HT
96" M
AX.
DO
OR O
PENIN
G
32" M
AX.
D.L
.O.
21" M
AX.
D.L
.O.
20 1
/4"
MIN
.12"
MIN
.11"
MIN
.
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12" M
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FRO
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S11" M
AX.
O.C
.
TYPICAL EXTERIOR ELEVATION (XX)
70-800
70-802
70-802
70-800
70-800
70-802
70-802
70-800
70-800
70-802
70-802
70-800
70-800
70-802
70-802
70-800
39 3
/4"
DESIGN LOADS(FOR SIZES SHOWN ABOVE OR SMALLER)
AS PERMITTED BY FBC
+65.0 PSF- 65.0 PSF
2
E1
2" 2"
SECTION A
12 7/8"MIN.
12 7/8"MIN.
12 7/8"MIN.
12 7/8"MIN.
W/ MULLION
(4) TYPE A OR B
ANCHORTYPE
# OFANCHORREQUIRED
MAX.SHIM
A
BC
61/2"5
3
1/2"
1/4"
3"3"3"3"3"
3" 3"3"
DESIGN LOADS(FOR SIZES SHOWN ABOVE OR SMALLER)
AS PERMITTED BY FBC
+47.0 PSF- 65.0 PSF
SILL TYPE 1 SILL TYPE 2
6" MAX.FROM ENDS
12" MAX.O.C.
6" MAX.FROM ENDS
12" MAX.O.C.
7 1
/2"
CONT. HINGE
EQ
.EQ
.EQ
.
BUTT HINGE
52 1/4" MAX.FRAME WIDTH
48" MAX.PANEL WIDTH
22" MAX.D.L.O.
99" M
AX.
FRAM
E H
EIG
HT
96" M
AX.
DO
OR O
PENIN
G
32" M
AX.
D.L
.O.
21" M
AX.
D.L
.O.
20 1
/4"
MIN
.12"
MIN
.11"
MIN
.
12" M
AX.
FRO
M E
ND
S11" M
AX.
O.C
.
2" 2"
12 7/8"MIN.
12 7/8"MIN.
6" MAX.FROM ENDS
6" MAX.FROM ENDS
12" MAX.O.C.
12" MAX.O.C.
SIM.
70-800
70-802
70-802
70-800
70-800
70-802
70-802
70-800
SECTION B
HINGE LAYOUTTYPICAL EXTERIOR ELEVATION (X)
7 1
/2"
FOR LOCK OPTIONSSEE SHEET HW1
February 15th, 2017
2"
1 3/4"
FRAM
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MIN.EDGE DIST.
TYPICAL ANCHORSEE ELEVATIONFOR SPACING
CONCRETEf'c = 3000 psi MIN. M
IN.
EM
BED
.
MIN.EDGE DIST.
TYPICAL ANCHORSEE ELEVATIONFOR SPACING
METAL STRUCTURE
1/8" MIN. THK.
DETAIL
D1
A DETAIL
D1
A
OPTION
1/2
" M
AX.
SHIM
#8 X 58"SMS
DO
OR O
PENIN
G
1/4
" M
AX.
SHIM
2 BY WOOD BUCK ORWOOD STRUCTURE
MIN.EDGE DIST.
1/2
" M
AX.
SHIM
MIN
.EM
BED
TYPICAL ANCHORSEE ELEVATIONFOR SPACING
DETAIL
D1
A
OPTION
1/8
"
OR
3
D1
DETAIL
D1
A
OPTION
MIN
.EM
BED
MIN.EDDE DIST.
TYPICAL ANCHORSEE ELEVATIONFOR SPACING
1/2
" M
AX.
SHIM
5 3/4"
TYPE 'A': 1/4" DIA. ITW TAPCON (Fu=120 KSI, Fy=92 KSI) 1-1/2" MIN. EMBED INTO WOOD STRUCTURE
OR THRU 1X OR 2X WOOD BUCK INTO CONCRETE / MASONRY1-1/2" MIN. EMBED INTO CONCRETE / MASONRY
TYPE 'B': 1/4" DIA. ELCO ULTRACON (Fu=177 KSI. Fy=155 KSI) 1-1/2" MIN. EMBED INTO WOOD STRUCTURE
OR THRU 1X OR 2X WOOD BUCK INTO CONCRETE / MASONRY1-1/2" MIN. EMBED INTO CONCRETE / MASONRY
TYPE 'C': #14 SMS OR TEKS SELF DRILLING SCREW (GRADE 5) INTO METAL STRUCTURE
SUBSTRATE:
CONCRETE: f'c=3 KSI MIN. (HEAD/SILL OR JAMB) MASONRY: f'c= 2KSI MIN. (JAMB ONLY) WOOD: SG=0.55 MIN. (HEAD/JAMB)
STEEL:1/8" MIN. THK., A36 MIN. (HEAD/JAMB)
TYPICAL EDGE DISTANCE:INTO CONCRETE / MASONRY: 2-1/2" MIN.INTO WOOD: 1" MIN.INTO METAL: 3/4" MIN.
TYPICAL ANCHORS:(SEE ELEVATIONS FOR SPACING)
February 15th, 2017
TYPICAL ANCHORSEE ELEVATIONFOR SPACING
CONCRETEf'c = 3000 psi MIN.
MIN.EDGE DIST.
MIN
.EM
BED
.
1 5
/8"
DETAIL
D2
F
CONCRETEf'c = 3000 psi MIN.
MIN.EDGE DIST.
MIN
.EM
BED
.
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VARIE
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FRAM
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DO
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PENIN
G9/1
6"
VARIE
S1 5
/8"
9/1
6"
OR
4
D2
EXTERIO
R
FRAM
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DO
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PENIN
G
OR
DETAIL
D2
F
OPT.
OPT.
OR
OREXTERIO
R
TYPICAL ANCHORSEE ELEVATIONFOR SPACING
TYPICAL ANCHOR@ MTG. STILESEE ELEVATIONFOR SPACING
REINFORCEMENT OPTION
REINFORCEMENT OPTION
1 3/4"
5 3/4"
1 3/4"
3 5/8"
SILL TYPE 2
SILL TYPE 1
February 15th, 2017
EXTERIO
R
D.L
.O.
MIN.EDGE DIST.
CONCRETEf'c = 3000 psi MIN.
MIN
.EM
BED
.DETAIL
D3
B
FRAM
E H
EIG
HT
1/2
" M
AX.
SHIM
2"
DO
OR O
PENIN
G
6"
TYPICAL ANCHORSEE ELEVATIONFOR SPACING
#8 X 58" SMS
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2 3
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1/8
"
OR
OR
(8) TYP. (8) TYP.
DETAIL
D3
E SECTION C-C
5
D3
GLASS OPTIONS INTERCHANGEABLE.SEE COVER SHEET FOR GLAZING
OPTIONS.
2 3
/16"
OR
OR
1 3/4"
1 1/2"
1 3/4"
2 5
/8"
5 3/4"
DETAIL
D3
C
DETAIL
D3
D
VARIE
S
DESIGN HARDWAREBALL BEARING HINGE
DESIGN HARDWARECONTINUOUS HINGE
12-24 X 1/2"F.H. SMS
1/4"-20 X 1/2"F.H. SMS
VARIE
S
HINGE OPTIONS
5 3/4"
February 15th, 2017
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2 3/16"
MIN
.ED
GE D
IST.
MIN.EMBED
2 3/16"
FRAME WIDTH
DOOR OPENING
1/2"MAX. SHIM
2"
D.L.O.
MIN
.ED
GE D
IST.
MIN.EMBED
OR
OR
CO
NCRETE
f'c =
300
0 p
si M
IN.
CO
NCRETE
f'c =
3000 p
si M
IN.
VARIES5/16"
2"
1 5/8" 1/4" VARIES 3/8" 2"
OR
OR
DETAIL
D4
G DETAIL
D4
H DETAIL
D4
I
VARIES1/4"VARIES
DETAIL
D4
K DETAIL
D4
L
VARIES
6
D4
GLASS OPTIONS INTERCHANGEABLE.SEE COVER SHEET FOR GLAZING
OPTIONS.
OROR EXTERIOR
EXTERIOROR
EXTERIOR
DETAIL
D4
J
TYPICAL ANCHORSEE ELEVATION FOR SPACINGSEE SHEET D1FOR ANCHOR TYPES
TYPICAL ANCHORSEE ELEVATION FOR SPACINGSEE SHEET D1FOR ANCHOR TYPES
1/2" MAXSHIM
1 3
/4"
5 3
/4"
February 15th, 2017
- LOCK
ACTIVE PANEL: VON DUPRIN 9957 3 POINT LOCK W/ ACTIVATING PANICDEVICE, VERTICAL RODS AT TOP AND BOTTOM, 39" FROMBOTTOM. FLUSH MOUNT METALLIC STRIKE PLATE @ 40"FROM BOTTOM.
- SURFACE BOLTS
ACTIVE PANEL: IVES SB360 ENGAGEMENT: 13/16" AT THRESHOLD AND 9/16" AT HEAD.
- MULLION: VON DUPRIN REMOVABLE MULLION AT MID SPAN ATTACHED TOFRAME HEAD USING A TWO PIECE METALLIC BRACKET W/ (2) 12 X1 -1/2"FM SMS AND (3) 1/4"-20 X 5/8" PH SMS INTO THEMULLION. FASTENED TO THRESHOLD W/ (2) 1/4" X 4 FH LAGSCREWS.
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HARDWARE:
ACTIVE ACTIVE
- LOCK
LEFT ACTIVE PANEL: DESIGN HARDWARE 2000V 2 POINT LOCK EXIT PANICDEVICE, WITH VERTICAL RODS AT 39 3/4" FROM BOTTOM.
RIGHT ACTIVE PANEL: DESIGN HARDWARE 1000V 2 POINT LOCK EXIT PANICDEVICE, WITH VERTICAL RODS AT 39 3/4" FROM BOTTOM.
- SURFACE BOLTS
ACTIVE PANEL: IVES SB360 ENGAGEMENT: 13/16" AT THRESHOLD AND 9/16" AT HEAD.
ACTIVE ACTIVE
HW1
7
DOOR OPTION 1 DOOR OPTION 2
February 15th, 2017
1.494"
1.6
18
"
0.4
36
"
0.373"
0.187"
1.369"
0.6
22
"
2.490"
1.4
94
"
0.5
86
"
0.622"
1.0
58
"
0.062"
1.309"
0.3
11
"
5.167"
0.4
98
"4.046"
0.996"
1.2
45
"
1.1
45
"
0.495"
0.243"
2.1
79
"
1.018"
0.994"
2.1
16
"
1.867"
0.5
60
"
5.727"
0.3
98
"
0.7
47
"
1.4
94
"
1.494"
0.187"
1.4
94
"
0.249"
4.000"
4.0
00
"
0.374"
5.250"
1.4
94
"
5.2
50
"
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FRAME JAMB / HEADAFC-15010 FIBERGLASS1
2.0
00
"
0.812"4.125"0.812"
5.750"
0.6
25
"
0.2
50
"
SOLID FIBERGLASS STILEAFC-2000 FIBERGLASS2
FRP ANCHOR BRACKETAFC-302023
142 RAIN DRIPALUM. 6063-T63
1.0
00
"
0.062"
124A WATERSHEDALUM. 6063-T610
0.743"
123NA WATERSHEDALUM. 6063-T612328 DOOR SWEEP
ALUM. 6063-T611
FRP ANCHOR BRACKETAFC-3000 FIBERGLASS21 FRP ANCHOR BRACKET
AFC-301022
70-800 SNAP COVER6 70-802 5/16" LITE KIT7 141 RAIN DRIP9
0.082"
0.036"
BUMPER THREHOLDANCHOR REINF.AFC-4020 FIBERGLASS27
0.1
87
"
STANDARD BUMPER THRESHOLDAFC-4010 FIBERGLASS4
HINGE REINF.AFC-3030 FIBERGLASS24
ANGLEAFC-3070 FIBERGLASS26
AFC-2010 ANGLEALUM. 6063-T616
ANGLEAFC-3060 FIBERGLASS25
561 THRESHOLDALUM. 6063-T65
4.500"
1.0
00
"
0.1
40
"
70-801 1" LITE KIT8
0.124"
1.021"
0.124"
2.1
88
"
39 SURFACE MOUNTEDDOOR SWEEP
ALUM. 6063-T629
1.2
50
"
1.3
89
"
0.125"
0.195"
8
PARTS
ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6
February 15th, 2017
BILL OF MATERIALSITEM PART DESCRIPTION MATERIAL MANUFACTURER / REMARKS
1 AFC-15010 FRAME JAMB / HEAD FIBERGLASS SPECIAL-LITE, INC.
2 AFC-2000 SOLID FIBERGLASS STILE FIBERGLASS SPECIAL-LITE, INC.
3 142 ZERO INTERNATIONAL RAIN DRIP ALUM. 6063-T6 ZERO INTERNATIONAL
4 AFC-4010 STANDARD BUMPER THRESHOLD FIBERGLASS SPECIAL-LITE, INC.
5 561 RABBETED THRESHOLD ALUM. 6063-T6 ZERO INTERNATIONAL
6 70-800 SPECIAL-LITE LITE KIT SNAP COVER ALUM. 6063-T6 SPECIAL-LITE, INC.
7 70-802 SPECIAL-LITE 5/16" LITE KIT ALUM. 6063-T6 SPECIAL-LITE, INC.
8 70-801 SPECIAL-LITE 1" LITE KIT ALUM. 6063-T6 SPECIAL-LITE, INC.
9 141 RAIN DRIP ALUM. 6063-T6 ZERO INTERNATIONAL
10 124A NATIONAL GUARD INTERLOCKING WATER SHED ALUM. 6063-T6 NATIONAL GUARD, ATTACHED W/ #6 X 34" SMS
11 328 ZERO INTERNATIONAL SURFACE APPLIED DOOR SWEEP ALUM. W/ SOLID NEOPRENEZERO INTERNATIONAL,
ATTACHED W/ #6 X 1/2" SMS
12 123NA NATIONAL GUARD INTERLOCKING WATER SHED ALUM. 6063-T6 NATIONAL GUARD, ATTACHED W/ #6 X 34" SMS
13 AFC-1000 PULTRUDED DOOR STILE FIBERGLASS SPECIAL-LITE, INC.
14 AFC-1010 PULTRUDED CLOSER REINFORCEMENT FIBERGLASS SPECIAL-LITE, INC.
15 AFC-1020 PULTRUDED FLUSH BOTTOM RAIL FIBERGLASS SPECIAL-LITE, INC.
16 AFC-2010 1-1/2" X 1-1/2" X 0.187" THK. ANGLE FIBERGLASS SPECIAL-LITE, INC.
17 AFC-2020 FIBERGLASS TUBE REINFORCEMENT FIBERGLASS SPECIAL-LITE, INC.
18 AFC-2050 FIBERGLASS TUBE REINFORCEMENT FIBERGLASS SPECIAL-LITE, INC.
19 AFC-2090 FIBERGLASS TUBE REINFORCEMENT FIBERGLASS SPECIAL-LITE, INC.
20 AFC-2100 6" X 12" SURFACE BOLT REINFORCEMENT 20 LB URETHANE FOAM SPECIAL-LITE, INC.
21 AFC-3000 FRP ANCHOR BRACKET FIBERGLASS SPECIAL-LITE, INC.
22 AFC-3010 FRP ANCHOR BRACKET FIBERGLASS SPECIAL-LITE, INC.
23 AFC-3020 FRP ANCHOR BRACKET FIBERGLASS SPECIAL-LITE, INC.
24 AFC-3030 1-3/8" X 8" LG. X 1/4" THK. HINGE REINF. FIBERGLASS SPECIAL-LITE, INC.
25 AFC-3060 ANGLE FIBERGLASS SPECIAL-LITE, INC.
26 AFC-3070 1-1/2" X 5-1/4" X 5-1/4" X 1/4" THK. FRP REINFORCEMENT ANGLE FIBERGLASS SPECIAL-LITE, INC.
27 AFC-4020 FIBERGLASS BUMPER THRESHOLD ANCHOR REINF. FIBERGLASS SPECIAL-LITE, INC.
28 PT-8003 1" X 0.855" X 16" LG. ALUM. BAR REINF.ALUM. 6061 SPECIAL-LITE, INC. ATTACHED W/ (4) 14" X 5" FH
WOOD SCREW
29 39 ZERO INTERNATIONAL SURFACE APPLIED DOOR SWEEPALUM. W/ SOLID NEOPRENE ZERO INTERNATIONAL,
ATTACHED W/ #6 X 1/2" SMS
30 9954KRM VON DUPRIN REMOVABLE MULLION, 3" X 2" X 1/8" THK, 94-11/16" LG. STEEL VON DUPRIN
31 X1153BTSINGLE TRIM-LOK SELF ADHESIVE BULB SEAL EPDM SPONGE TRIM-LOK
32 9957 VON DUPRIN 3 POINT EXIT DEVICE @ 39" FROM BOTTOM - VON DUPRIN
33 SB-360 IVES SURFACE BOLTS @ 6" FROM EACH END STEEL IVES
34 - 0.0625" SS ARMOR PLATE ST/ST SPECIAL-LITE, INC.
35 2000V DESIGN HARDWARE 2 POINT EXIT DEVICE ST/ST DESIGN HARDWARE, @ 39 3/4" FROM BOTTOM
36 BB5 BALL BEARING HINGES @ 7 1/2", 34 1/2", 62" AND 88 3/4" FROM BOTTOM. STEEL DESIGN HARDWARE
37 FM95HD CONTINUOUS HINGE ALUM. DESIGN HARDWARE
38 SC-17 #8 X 1-1/4" OH SMS - -
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BOM
February 15th, 2017
BILL OF MATERIALS (CONT.)ITEM PART DESCRIPTION MATERIAL MANUFACTURER / REMARKS
39 SC-109 #12 X 1-1/2" PHILLIPS FH SMS STEEL -
40 - #8 X 3/4" SMS STEEL -
41 - #8 X 5/8" SMS STEEL -
42 - 0.120" SANDSTONE FRP FRP CRANE COMPOSITES
43 - PULTRUDED FIBERGLASS SHEET PULTRUDED FIBERGLASS SPECIAL-LITE, INC.
44 - 6 LB URETHANE FOAM SHEET URETHANE FOAM DYPLAST
45 - POLYPROPYLENE HONEYCOMB CORE POLYPROPYLENE AIR-COMB OR PLASCORE
46 - PET FOAM FOAM BALTEC
47 - NEOPRENE GASKET NEOPRENE ZERO INTERNATIONAL
48 - DC995 SILICONE SILICONE DOW CORNING
49 - 3/16" X 3/8" FOAM GLAZING TAPE FOAM NORSEAL
50 - SPACER ALUM. ALLMETAL INC.
51 - 1/8" SETTING BLOCK EPDM RUBBER ZATKOFF SEALS AND PACKING
52 - 1/4" SETTING BLOCK EPDM RUBBER GLAZING RUBBER PRODUCTS
53 1000V DESIGN HARDWARE 2 POINT LOCK EXIT DEVICE ST/ST DESIGN HARDWARE @ 39 3/4" FROM BOTTOM
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CHEMICALLY BONDED