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FL#
FL15012-R5
Application Type Revision
Code Version 2017
Application Status Approved
FILE Copy
Comments
Archived
Product Manufacturer C.H.I. Overhead Doors RECEIVED
Address/Phone/Email 1485 Sunrise Drive
Arthur, IL 61911
(217) 543-2135 Ext 4273 APR 16 2018
windloadengineering@chiohd.com
ST. Lucie Cerur.tiy, Permitting
Authorized Signature Pat Hunter
windloadengineering@chiohd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed John E. Scates
the Evaluation Report
Florida License PE-51737
Quality Assurance Entity Architectural Testing, Inc.,an Intertek company
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gordon Thomas, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL15012 R5 COI Cert of Ind Scates 2018 s.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
DASMA 108 2012
DASMA 115 2012
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15012 R5 Equiv Equivalence of Standards CHI s.pdf
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhl d1 GcB6vbo3blfNF9fc3jKWAr2O2w%3d%3d 1/6
4/14/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 02/08/2018
Date Validated 02/10/2018
Date Pending FBC Approval 02/14/2018
Date Approved 04/10/2018
Summary of Products
Go to Page Page 1/2 0 O
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F L
-FL# Model, Number or Name Description
15012.1 kfL; 2140, 2141, 2240, 2241, 2150, 06-00"to 09'-00"wide by 20' high steel sectional door with or
j 2151, 2250, 2251, 2550, 2551, without polystyrene insulation,
4140, 4141, 4240,4241,4150,
4151,4250,4251, 5240, 5241,
5250, 5251 5940, 5941, 5950, 5951
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ: Yes I FL15012 R5 II Z4-09-013L6 s.pdf
Impact Resistant: No Verified By: John E. Scates, PE FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 RS AE FL15012 Eval Rept pan r5 s.pdf
'ANSI/DASMA 108. Z4-09-013L6 Residential Pan 09'-00"wide j Created by Independent Third Party: Yes
@ +23.2/-26.2 PSF,see drawing for additional widths and
pressures.
15012.2 kgL; 2140,2141, 2240, 2241, 2150, 06'-00"to 10'-00"wide by 20' high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
4140,4141,4240,4241,4150,
4151, 4250 4251, 5240, 5241,
5250, 5251 5940, 5941, 5950, 5951
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z5-09-013L6 s.WLf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other:Sectional doors provided for windload applications and j Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval RePLpan r5 s.pdf
j ANSI/DASMA 108. Z5-09-013L6 Residential Pan 09'-00" wide i Created by Independent Third Party: Yes
@ +27.3/ -30.8 PSF,see drawing for additional widths and
(pressures.
j 15012.3 khI; 2140, 2141, 2240,2241, 2150, 09'-00"to 06'-00"wide by 20' high steel sectional door with or
j ,2151, 2250, 2251, 2550, 2551, t without polystyrene insulation.
4140,4141,4240,4241,4150,
j 4151,4250,4251, 5240, 5241,
1 5250, 5251, 5940, 5941, 5950, 5951
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z6i-09-01506 s.pd
Impact Resistant:Yes Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for potential "code-plus" Evaluation Reports
applications. Large Missile impact(9 pound missile)and cyclingFL15012 R5 AE FL15012 Eval Rept pan r5 s.pdf
tests conducted in accordance with ANSI/DASMA 115,ASTM Created by Independent Third Party: Yes
E1886 and ASTM E1996. Static tests conducted in accordance
with ASTM E330 and ANSI/DASMA 108. Z6i-09-01506
Residential Pan 09'-00"wide @ +32.0/-36.2 PSF,see drawing
for additional widths and pressures.
15012.4 kiL; 2140, 2141, 2240, 2241,2150, 06'-00"to 09'-00" wide by 20' high steel sectional door with or
!2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
4140,4141,4240,4241,4150,
j 4151,4250,4251, 5240, 5241,
5250, 5251, 5940, 5941, 5950, 5951
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 RS II Jamb Attachment Drawing
df
Approved for use outside HVHZ: Yes FL15012 R5 II Z7-09-013L6 s.pd
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhl d1 GcB6vbo3blfNF9fc3jKWAr2O2w%3d%3d 2/6
4/14/2018 Florida Building Code Online
Other: Sectional doors provided for windload applications and Evaluation Reports
• have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Re Lpan r5 s.pdf
ANSI/DASMA 108. Z7-09-0131-6 Residential Pan 09'-00" wide I Created by Independent Third Party: Yes
@ +36.0/-40.6 PSF,see drawing for additional widths and
(pressures.
115012.5 kkL; 2140, 2141, 2240, 2241, 2150, 08'-00"to 14'-00"wide by 20' high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
4140,4141, 4240,4241,4150,
1 4151, 4250,4251, 5240, 5241,
5250, 5251, 5940, 5941, 5950, 5951 '.
Limits of Use Installation Instructions
Approved for use in HVHZ: No i FL15012 R5 II Jamb Attachment Drawings s.pd
Approved for use outside HVHZ: Yes FL15012 R5 II Z9-09-0131-6 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Rept pan r5 s.pdf
j ANSI/DASMA 108. Z9-09-0131-6 Residential Pan 09'-00"wide Created by Independent Third Party: Yes
@ +44.3/ -51.5 PSF,see drawing for additional widths and
,pressures.
15012.6 - kl; 2140, 2141, 2240, 2241, 2150, 06'-00"to 10'-00"wide by 20' high steel sectional door with or
12151, 2250, 2251, 2550, 2551, j without polystyrene insulation.
:4140,4141,4240,4241,4150,
4151,4250,4251, 5240, 5241,
1 5250, 5251, 5940, 5941, 5950, 5951 I
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s•pjff
Approved for use outside HVHZ: Yes FL15012 R5 II Z3-10-01306 s.pd
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Rept pan r5 s.pd
ANSI/DASMA 108. Z3-10-01306 Residential Pan 10'-00" wide Created by Independent Third Party: Yes
@ +19.5/-22.0 PSF,see drawing for additional widths and
pressures.
15012.7 le; 2140, 2141, 2240, 22411 2150, 06-00"to 11'-00"wide by 20' high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
4140,4141,4240,4241,4150,
4151,4250,4251, 5240, 5241,
i 5250, 5251 5940, 5941, 5950 5951
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pd
Approved for use outside HVHZ: Yes FL15012 R5 II Z4-10-01306 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
i Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and 1 FL15012 R5 AE FL15012 Eval Rept pan r5 s.pdf
'ANSI/DASMA 108. Z4-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party: Yes
@ +23.2/-26.2 PSF,see drawing for additional widths and
;pressures.
15012.8 If; 2140, 2141, 2240, 2241, 2150, 06'-00"to 12'-00"wide by 20' high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
j 4140,4141,4240,4241,4150,
i 4151,4250,4251, 5240, 5241,
i 5250, 5251, 5940, 5941, 5950, 5951 i
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pd
Approved for use outside HVHZ: Yes FL15012 R5 II Z5-10-01306 s.p
Impact Resistant: No Verified By: John E. Scates, P.E. Fdf
L-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eva] Rept pan r5 s.pd
ANSI/DASMA 108. Z5-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party: Yes
@ +27.3/-30.8 PSF,see drawing for additional widths and
;pressures.
15012.9 Ig; 2140, 2141, 2240, 2241, 2150, 06-00"to 10'-00'wide by 20' high steel sectional door with or
'1 2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
'4140,4141,4240,4241,4150,
4151,4250,4251, 5240, 5241,
5250, 5251, 5940, 5941, 5950, 5951
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.p-df
Approved for use outside HVHZ: Yes FL15012 R5 II Z6-10-01306 s.pd
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhl dl GcB6vbo3bl fNF9fc3jKWAr2O2w%3d%3d 3/6
4/14/2018 Florida Building Code Online
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Rept pan r5 s.pf
ANSI/DASMA 108, Z6-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party: Yes
@ +31,4/-35.5 PSF, see drawing for additional widths and
,pressures. -
15012.10 Ih; 2140, 2141, 2240, 2241, 2150, 10'-00"to 12'-00"wide by 20'high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
4140,4141, 4240,4241,4150,
�4151,4250,4251, 5240, 5241,
i i 5250, 5251, 5940, 5941, 5950, 5951
Limits of Use i Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z6-10-013L6 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Rept pan r5 s.pdf
ANSI/DASMA 108. Z6-10-013L6 Residential Pan 10'-00" wide Created by Independent Third Party: Yes
@ +31.4/ -35.5 PSF,see drawing for additional widths and
pressures.
15012.11 IhL; 2140, 2141, 2240, 2241, 2150, 07'-00"to 10'-00"wide by 20' high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
1 4140,4141, 4240,4241,4150,
4151,4250, 4251, 5240, 5241,
j 5250, 5251, 5940, 5941, 5950, 5951
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z8-10-01306 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and ;Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Rept pan r5 s.pdf
ANSI/DASMA 108. Z8-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party: Yes
@ +38.3/-43.5 PSF,see drawing for additional widths and
;pressures.
15012.12 Ij; 2140, 2141, 2240, 2241, 2150, 08' 00"to 11'-00"wide by 20'high steel sectional door with or
2151, 2250, 2251, 2550, : without polystyrene insulation.
j
4140,4141,4240, 4241,41-,
4151,4250,4251, 5240, 5241,
1 5250, 5251, 5940, 5941, 5950, 5951 1
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s,pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z10-10-01306 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and i FL15012 R5 AE FL15012 Eval Rept pan r5 s.pdf
ANSI/DASMA 108, Z10-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party: Yes
@ +50.7/-57.5 PSF,see drawing for additional widths and
pressures.
115012,13 III; 2140, 2141, 2240, 2241, 2150, 10'-06"to 06'-00" wide by 20' high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
4140,4141,4240,4241,4150,
1 4151,4250,4251, 5240, 5241,
5250, 5251, 5940, 5941, 5950, 5951
Limits of Use i Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z10i-10-01506 s.pdf
Impact Resistant: Yes Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for potential "code-plus" Evaluation Reports
applications. Large Missile impact(9 pound missile) and cycling iFL15012 R5 AE FL15012 Eval Rgptpan r5 s.pd
tests conducted in accordance with ANSI/DASMA 115,ASTM Created by Independent Third Party: Yes
E1886 and ASTM E1996. Static tests conducted in accordance
with ASTM E330 and ANSI/DASMA 108. Z10i-10-01506
Residential Pan 10'-00" wide @ +46.9/-54.1 PSF,see drawing
for additional widths and pressures.
15012,14 re; 2140, 2141, 2240, 2241, 2150, 13'-00"to 16-00"wide by 20' high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
4140,4141,4240,4241,4150,
;4151,4250,4251, 5240, 5241,
5250, 5251 5940, 5941, 5950, 5951
Limits of Use Installation Instructions
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhl d1 GcB6vbo3blfNF9fc3jKWAr2O2w%3d%3d 4/6
4/14/2018 Florida Building Code Online
Approved for use in HVHZ: No FL15012 R5 I1 Jamb Attachment Drawings s'pd
Approved for use outside HVHZ: Yes FL15012 R5 II Z3-16-01306 s,Qd
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and !Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Rept pan r5 s,pdf
ANSI/DASMA 108. Z3-16-01306 Residential Pan 16-00"wide i Created by Independent Third Party: Yes
@ +18.7/-20.8 PSF,see drawing for additional widths and
[pressures.
---
15012.15 reL; 2140, 2141, 2240,2241, 2150, 13'-00"to 16-00"wide by 20' high steel sectional door with or
2151, 2250, 2251, 2550, 2551, 1 without polystyrene insulation.
.4140,4141,4240,4241,4150,
4151,4250,4251, 5240, 5241,
15250, 5251, 5940, 5941, 5950, 5951 :
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z3-16-013L6 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party; Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Rent pan r5 s.pdf
ANSI/DASMA 108. Z3-16-013L6 Residential Pan 16-00"wide Created by Independent Third Party: Yes
@ +18.7/-20.8 PSF,see drawing for additional widths and
!pressures.
15012.16 rf; 2140, 2141, 2240, 2241, 2150, (11-00"to 16'-00" wide by 20' high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
4140,4141,4240,4241,4150'
140,4141,4240,4241,4150,
4151,4250,4251, 5240, 5241,
5250, 5251, 5940, 5941, 5950, 5951
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z4-16-01306 s.pd
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Rept pan r5 s.pd
ANSI/DASMA 108. Z4-16-01306 Residential Pan 16-00"wide Created by Independent Third Party: Yes
@ +22.2/-24.7 PSF,see drawing for additional widths and
pressures.
15012.17 rfI; 2140, 2141, 2240, 2241, 2150, 16-00"to 10'-07"wide by 20'high steel sectional door with or
2151, 2250, 2251, 2550, 2551, j without polystyrene insulation.
4140,4141,4240,4241,4150,
!4151,4250,4251, 5240, 5241,
15250, 5251, 5940, 5941, 5950, 5951 'i
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s,pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z4i-16-01506 s.pdf
Impact Resistant:Yes Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for potential "code-plus" Evaluation Reports
applications. Large Missile impact(9 pound missile) and cycling, FL15012 R5 AE FL15012 Eval Rept pan rS s.pdf
i tests conducted in accordance with ANSI/DASMA 115,ASTM Created by Independent Third Party: Yes
E1886 and ASTM E1996. Static tests conducted in accordance
with ASTM E330 and ANSI/DASMA 108. Z4i-16-01506
Residential Pan 16-00"wide @ +22,2/-24.7 PSF,see drawing
for additional widths and pressures.
15012.18 �rg; 2140, 2141, 2240, 2241, 2150, T11'-00"to 16-00"wide by 20'high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
!4140,4141, 4240,4241,4150,
j 4151,4250,4251, 5240, 5241,
5250, 5251, 5940, 5941, 5950, 5951
Limits of Use Installlation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s•p�f
Approved for use outside HVHZ: Yes FL15012 R5 II Z5-16-01306 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Re Moan r5 s.pdf
ANSI/DASMA 108. Z5-16-01306 Residential Pan 16'-00" wide Created by Independent Third Party: Yes
@ +26.2/ -29.1 PSF,see drawing for additional widths and
pressures.
15012.19 rh; 2140, 2141, 2240,2241,2150, 11'-00"to 17-00"wide by 20' high steel sectional door with or
12151, 2250, 2251, 2550, 2551, j without polystyrene insulation.
!4140,4141,4240,4241,4150,
I
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bh 1 d 1 GcB6vbo3bl fNF9fc3jKWAr2O2w%3d%3d 5/6
4/14/2018 Florida Building Code Online
4151,4250,4251, 5240, 5241,
5250, 5251, 5940, 5941, 5950, 5951 j
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment DrawingssRdf
Approved for use outside HVHZ: Yes ! FL15012 R5 II Z6-16-01306 s.pdf
Impact Resistant: No i Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and FL15012 R5 AE FL15012 Eval Repdpan r5 s.pdf
ANSI/DASMA 108. Z6-16-01306 Residential Pan 16'-00" wide Created by Independent Third Party: Yes
@ +30.1/-33.5 PSF,see drawing for additional widths and
pressures.
15012.20 rhI; 2140, 2141, 2240, 2241, 2150, . 10'-00"to 20'-00"wide by 20' high steel sectional door with or
2151, 2250, 2251, 2550, 2551, without polystyrene insulation.
4140,4141,4240,4241,4150,
4151,4250,4251, 5240, 5241,
5250, 5251, 5940, 5941, 5950, 5951
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z6-16-013L6 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other:Sectional doors provided for windload applications and Evaluation Reports
have been tested in accordance with ASTM E330 and , FL15012 R5 AE FL15012 Eval Repdpan r5 s.od
ANSI/DASMA 108. Z6-16-013L6 Residential Pan 16-00"wide i Created by Independent Third Party: Yes
@ +30.1/ -33.5 PSF,see drawing for additional widths and
pressures.
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Impact Window Option(9 pound missile):
max daylight opening 16-3/4"x 10-1/4"
16-0"(see notes for other widths) 1/4" I.exan with Aluminum Fratne
D 2_B Intermediate Hing. D
Optional Lites
4D (see window options) 1C
2 kj
Top Fixture R Flag
Bracket
End Stile Door Height n d C, F a
- IB 6-6'to T-0" 4 7 4
2
C 7'
Track T-6"o 8'-0" 5 9 5 C
3BBracket 8'-3"to 8'-9" 5 9o
.5
2
9'-0"0 10'-6" 6 11 6
End Hinge
+ + ' 10'-9"to 12'-3" 7 13 7
42 - 12'-6"to 14'-0" 8 15 8
-- _ 14'-3"to 15'-9" 9 17 9
Bottom Fixture — - - -
16-0"to 17-6" 10 19 10
2A 2A 17-9"to 19'-3" 11 21 11
19'6"0 20'-0" 12 23 12
B Strut Attachment Strut Track bracket quantities shown are for use with B
grade 2 or better southern pine jambs. When using
softer wood species like spruce-pine-fir(SPE)use
the quantity of track brackets specified in the chart
This door has been evaluated in accordance with ASTM E330-02 and ANSI/DASMA 108-02,108-05 plus three track brackets per side.
Supportingppfor wstructtural orne elements tin o desigwith ASTM ned ed by registered86professional and engineer fled wind loASMA 115-05ads,pound missile) ��\\\a E 11Sc4p �j Supplemental Instructions contain details
If door is not electrically operated a lock mus[be installed. \����0�•�tG----•�t9 �i� for doors up to 20'-0"high.These are required in
Maximum door height: 20'-0" Maximum section height 21" i addition to this drawing for installation. Always
Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds. No.51737 use supplemental instructions in addition o this
These exposure *"B"wind speeds are for T high doors on 30'tall buildings. _* • = drawing during door installation.
Width Desi Pressure Wind Speed Windows Center Stiles STATE OF �t (�1 M O0 �� nts
7t>tttt E.Scates,P.E. O P `?\� IUI°wp 04-09-2015
16-00" +30.6 34.1 183(mph) YES 73121 Fairgate Drive moi,X, t 0RtO•'a0\��
15'-1 I" +30.6( f) _34.1 f) 182 m h) YES 6 Carrollton,Texas 75007
2240,2241,2250,2251,4240,4241,
1Models:4 ,4251,5240,5241,5 ,5251
4'-00" +30.6
A 13'-l 1" +30.6( f)/-34.1( f) 182(mph) YES 5 Florida P.E.#51737 A
12' 0" +30.6( fl/-34.1( f) 181(m h) YES 16'-0" wide, 183 mph Exposure"B°
Digitally signed by John E.Scates,P.E. See notes for other widths and wind speeds
]1-11 +3 (psf) -34.1(psf) 180(mph) S 4 �I O�I �� Date:2015.04.14 14:02:40-05'00'
1 8' +3 ( f)/-34.1(ps 1 9(mph) FL u u
Center stile quantity is minimum per section. C.H.I.Drawing: FZ6i-16-01515
Professional Engineer's seal provided only for verification of windload construction details page 1_of 2
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Strut(if applicable)not shown for clarity.
Details on some views may have been omitted for clarity.
(.097)galvanized steel top
fixture.Each fixture attached The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.
with four 1/4"x 3/4"screws. See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized steel
I) flag bracket fastened to D
carrier and carrier support 2"x 7/16"(nominal)stop molding to be secured with wood jamb with three 000�
minimum 8d nail or 2-1/2"long screw on 5"spacing. 5/16"x 1-5/8"wood lag
push nut Stop molding not required when door is more than I"wider than opening. screws.
(.034)center stile 1-3/8"polystyrene insulation with vinyl back(both ends).
nominal(.0185)galvanized steel minimum
Flag bracket attached
Wto horizontal track
(.066)end stile with two 1/4"x 5/8"
(.109)galvanized steel toptrack bolts and nuts. 03M=fixture. Each fixture attached lump /
C with two 1/4"x 3/4"screws. (.034)center stile Fla bracket attached to _ C
2"(�)x.058(min) g
galvanized steel track vertical track with two 1/4"
push nut x 5/8"track bolts and nuts.
Or two 1/4"x 11/32"rivets.
(.034)center stile (.102)galvanized steel track
End Hinge Intermediate Hinge bracket fastened to wood jamb
galvanized steel fastened (.058)galvanized steel with one 5/16"x 1-5/8"wood
(.066)end stile U to section with 9 fastened to section with lag screw per bracket. °
Optional low head room top bracket 0 six 1/4"x 3/4"screws. p four 1/4"x 3/4"screws. °
Opush nut 4
Each track bracket attached with
one 1/4"x 5/8"track bolt and nut
4"(max.for.109 thick)
B 2"(max.for.069 thick) 2-3/4" 2-3/4" Or two 1/4"x 11/32"rivets. B
nominal 0 2"(min.) 3-1/2"(min.)stem
10(min.)ball roller I I John E.Scates,P.E.
with nylon or steel tread. push nut — 3" 3121 Fairgate Drive
Carrollton,Texas 75007
Q> 1-7/8" \\II l l 11/l Florida P.E.#51737
poo (.102)galvanized steel bottom ID 1/2 �oUUo�oOOO nts
bracket Each bracket attached _ No-51737 04 09-2015
with four red 1/4"x 3/4" (.051)50 ksi galvanized steel _*; • *= Models:2240,2241,2250,2251,4240,4241,
A screws 3"strut attached with two 1/4"x 3/4" 0; STATE OF ;I ` 4250,4251,5240,5241,5250,5251
screws per stile or hinge plate. Z. °`
(.109)galvanized steel bottom ��.e`•.!�LORtO�•p� � 16-0" wide, 183 mph Exposure"B"
Vinyl push nut bracket
Each
bracket
attached See
/���j/SB�ONA; �` See notes for other widths and wind speeds
r
weatherstrip I C.H.I.Drawing: FL6i-16-01515
Aluminum extrusion Optional low headroom bottom bracket professional Engineer's seal provided only for verification of windload construction details page_2_of_2
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