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Product Aporoval Menu>Product or Application Search>Application List>Application Detail
• • FL# FL15012-R2
Application Type Revision
Code Version 2014.
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived C7
Product Manufacturer C.H.I. Overhead Doors
Address/Phone/Email 1485 Sunrise Drive
Arthur, IL 61911
(217) 543-2135 Ext4273^ .
phunter@chiohd.com (t,; ,
U
Authorized Signature Pat Hunter
phunter@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
W, 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.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Gordon Thomas, P.E.
U Validation Checklist- Hardcopy Received
Certificate of Independence FL15012 R2 COI Cert of Ind Scates s.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
DASMA 108 2002
DASMA 108 2005
DASMA 115 2005
Equivalence of Product Standards
Certified By
hdps://www.flor.idabuilding.org[pr/pr app dfl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6L5orvMJEkwLW9HhR%2bfdXSg*/o3d%3d 1/4
3/15/2017 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/06/2015
Date Validated 04/26/2015
Date Pending FBC Approval 05/O1/2015
Date Approved 06/23/2015
Summary of Products
Go to Page dD ® (0 Page 2/2
FL# Model,Number or Name Description
15012.21 rhL; 2240, 2241, 2250, 2251,4240, 12'-00"wide through 24'-00"wide by 20'high steel sectional
4241, 4250, 4251, 5240, 5241, door with or without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.odf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other: Sectional doors provided for windload applications. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rept s.pdf
which are accepted test methods per 5th edition(2014) FL15012 R2 AE FZ6-16-0131-5s.pdf
Florida Building Code Section 1715. See drawing FZ6-16- Created by Independent Third Party: Yes
013L5 for pressures and widths+40.1(psf)/-44.7(psf) at
12'-00"through +13.4(psf)/-14.9(psf) at 24'-00"
15012.22 ri; 2240, 2241, 2250, 2251, 4240, 08'-00"wide through 24'-00" wide by 20'high steel sectional
4241,4250,4251, 5240, 5241, door with or without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II lamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.odf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rept s.pdf
which are accepted test methods per 5th edition(2014) FL15012 R2 AE FZ7-16-01315s.pdf
Florida Building Code Section 1715. See drawing FZ7-16- Created by Independent Third Party: Yes
01315 for pressures and widths +69.0(psf)/-76.8(psf) at
08'-00"through +15.3(psf)/-17.1(psf) at 24'-00"
:5501.223: rj; 2240, 2241, 2250, 2251,4240, 08'-00"wide through 24'-00" wide by 20'high steel sectional
4241,4250, 4251, 5240, 5241, door with or without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawinas s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rent s.pdf
which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ8-16-01315s.odf
Florida Building Code Section 1715. See drawing FZ8-16- Created by Independent Third Party: Yes
01315 for pressures and widths+79.0(psf)/-88.8(psf) at
08'-00"through +17.6(psf)/-19.7(psf) at 24'-00"
15012.24 rl; 2240, 2241, 2250, 2251, 4240, 08'-08"wide through 24'-00"wide by 20'high steel sectional
4241,4250,4251, 5240, 5241, door with or without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rept s.pdf
which are accepted test methods per 5th edition(2014) FL15012 R2 AE FZ10-16-01315s.odf
Florida Building Code Section 1715. See drawing FZ10-16- Created by Independent Third Party: Yes
01315 for pressures and widths+89.0(psf)/-99.1(psf) at
08'-08"through +21.4(psf)/-23.9(psf)at 24'-00"
https://www.floridabuilding.orgtpr/pr ppp o.aspx?param=wGEVXQwtDquS73Fr2ZyiPqc%2bhldlGcB6L5orvMJEkwLW9HhR%2bfdXSg%3d%3d 24
3/15/2017 Florida Building Code Online
15012.25 tf; 2240, 2241, 2250, 2251,4240, 17'-00"wide through 19'-10" wide by 20'high steel sectional
4241,4250, 4251, 5240, 5241, door with or without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rept s.pdf
which are accepted test methods per 5th edition(2014) FL15012 R2 AE FZ4-18-01315s.odf
Florida Building Code Section 1715. See drawing FZ4-18- Created by Independent Third Party: Yes
01315 for pressures and widths+23.5(psf)/-26.2(psf) at
17-00"through +18.3(psf)/-20.3(psf)at 19'-10"0.
15012.26 tfI; 2240, 2241, 2250, 2251, 4240, Up to 18'-00"wide by 20'high steel sectional door with or
4241, 4250, 4251, 5240, 5241, without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf
Impact Resistant:Yes Verified By: John E. Scates, P.E. FL-51737
Design Pressure: +22.2/-24.7 Created by Independent Third Party: No
Other:Sectional doors provided for potential "code-plus" Evaluation Reports
applications. Large Missile impact(9 pound missile) and FLIS012 R2 AE Eval Rept s.pdf
cycling tests conducted in accordance with ANSI/DASMA 115, FL15012 R2 AE FZ4i-18-01515s.pdf
ASTM E1886 and ASTM E1996. Static tests conducted in Created by Independent Third Party: Yes
accordance with ASTM E330 and ANSI/DASMA 108.These are
accepted test methods per Sth edition (2014) FBC Sections
1609 and 1715. See drawing FZ4i-18-01515 for pressures
+22.2(psf)/-24.7(psf)at widths up to 18'-00"
15012.27 thI; 2240, 2241,2250, 2251, 4240, Up to 18'-00"wide by 20'high steel sectional door with or
4241,4250, 4251, 5240, 5241, without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf
Impact Resistant:Yes Verified By: John E. Scates, P.E. FL-51737
Design Pressure: +30.3/-33.7 Created by Independent Third Party: No
Other:Sectional doors provided for potential "code-plus" Evaluation Reports
applications. Large Missile impact(9 pound missile)and FL15012 R2 AE Eval Rent s.pdf
cycling tests conducted in accordance with ANSI/DASMA 115, FL15012 R2 AE FZ6i-18-01515s.pdf
ASTM E1886 and ASTM E1996. Static tests conducted in Created by Independent Third Party: Yes
accordance with ASTM E330 and ANSI/DASMA 108.These are
accepted test methods per 5th edition (2014) FBC Sections
1609 and 1715. See drawing FZ6i-18-01515 for pressures
+30.3(psf)/-33.7(psf) at widths up to 18'-00"
15012.28 ti; 2240, 2241, 2250, 2251, 4240, 09'-00"wide through 24'-00" wide by 20'high steel sectional
4241,4250, 4251, 5240, 5241, door with or without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FLIS012 R2 II Supplemental Instructions Pan sxdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Reot s.pdf
which are accepted test methods per 5th edition(2014) FLIS012 R2 AE FZ7-18-01315s.pdf
Florida Building Code Section 1715. See drawing FZ7-18- Created by Independent Third Party: Yes
01315 for pressures and widths+74.8(psf)/-83.4(psf) at
09'-00"through +19.4(psf)/-21.6(psf)at 24'-00"
15012.29 tiI; 2240, 2241, 2250, 2251,4240, 10'-08"wide through 18'-00"wide by 20'high steel sectional
4241,4250, 4251, 5240, 5241, door with or without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf
Impact Resistant:Yes Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for potential "code-plus" Evaluation Reports
applications. Large Missile impact(9 pound missile)and FL15012 R2 AE Eva[ Rent s.pdf
cycling tests conducted in accordance with ANSI/DASMA 115, FLIS012 R2 AE FZ7i-18-01515s.pdf
ASTM E1886 and ASTM E1996. Static tests conducted in Created by Independent Third Party: Yes
accordance with ASTM E330 and ANSI/DASMA 108.These are
accepted test methods per 5th edition(2014) FBC Sections
hUps://www.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6L5orvMJEkwLW9HhR%2bfdXSg%3d%3d 314
3/1512017 Florida Building Code Online
1609 and 1715. See drawing FZ7i-18-01515 for pressures and
widths +44.0(psf)/-49.0(psf) at 10'-08"through
+34.5(psf)/-38.4(psf)at 18'-00"
15012.30 tj; 2240, 2241, 2250, 2251,4240, 09'-00"wide through 24'-00"wide by 20'high steel sectional
4241,4250, 4251, 5240, 5241, door with or without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II SuDDlemental Instructions Pan s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Reot s.pdf
which are accepted test methods per 5th edition(2014) FLIS012 R2 AE FZ8-18-01315s.pdf
Florida Building Code Section 1715. See drawing FZ8-18- Created by Independent Third Party: Yes
01315 for pressures and widths+79.0(psf)/-88.8(psf) at
09'-00"through +22.2(psf)/-25.0(psf) at 24'-00"
15012.31 tk; 2240, 2241, 2250, 2251, 4240, 09'-00"wide through 24'-00"wide by 20'high steel sectional
4241, 4250,4251, 5240, 5241, door with or without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.Ddf
Approved for use outside HVHZ:Yes FL15012 R2 II SuDDlemental Instructions Pan s.odf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rept s.odf
which are accepted test methods per 5th edition (2014) FL15012 R2 AE FZ9-18-01315s.pdf
Florida Building Code Section 1715. See drawing FZ9-18- Created by Independent Third Party: Yes
01315 for pressures and widths +84.2(psf)/-98.3(psf) at
09'-00"through +23.7(psf)/-26.4(psf) at 24'-00"
15012.32 tl; 2240, 2241, 2250, 2251,4240, 09'-10"wide through 24'-00"wide by 20'high steel sectional
4241,4250, 4251, 5240, 5241, door with or without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.Ddf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf
Impact Resistant:No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval ReDt s.pdf
which are accepted test methods per 5th edition(2014) FL15012 R2 AE FZ10-18-01315s,12df
Florida Building Code Section 1715. See drawing FZ10-18- Created by Independent Third Party: Yes
01315 for pressures and widths+88.2(psf)/-98.3 (psf) at
09'-10"through +27.1(psf)/-30.2(psf) at 24'-00"
Go to Page W 0 0 Page 2/2 0 10
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Product Approval Accepts:
FOR
Credit Card
Safe
httpsJ/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc°/p2bhid1GcB6L5orvMJEkwLW9HhR%2bfcDCSg°/g3d%3d 414
4 3 2 1
16-0"(see notes for other widths) Window Options:
4D Optional Standard Lites 3B intermediate 1/8" DSB
2 (see window options) 2 hinge 1C 1/4" Tempered Glass
2 1/4" Polycarbonate
D top fixture 7/16" Insulated Glass D
flag 7/16" Tempered Insulated Glass
bracket Max daylight opening 39-3/8 x 12-1/Y'
0 0 (up to+44.3/-51.5 psf)
Max daylight opening 16-3/4 x 10-1/4"
4D (up to+50.7/-57.5 psf)
2
end stile o
7 1B
2
3B o track Door Height y 6 b
2 bracket `d d F.F.
6'T-t-.7'0" 4 S' 4-N
end hinge
CE 9 T-6"to 8'-0" 5 10 5 C
4A o 8'-3"to 8'-9" 5 10 5
2 9'-0"to 10'-6" 6 12 6
bottom fixture
10'-9"to 12'-3" 7 14 7
This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05. 2A 3A 12'-6"to 14'-0" 8 16 8
Supporting structural elements to be designed by registered professional engineer for specified wind loads. 2 2 14'-3"to 15'-9" 9 18 9
If door is not electrically operated,a lock must be installed.
Maximum door height: 20'-0" Maximum section height: 21" strut strut attachment 16-0"to 17-6" 10 20 10
Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds. IT-9"to 19'-3" 11 22 11
These exposure"B"wind speeds are for Thigh doors on 30'tall buildings.
Width Design Pressure Wind Speed Windows Center Stiles 19'-6"to 20'-0" 12 24 12
B 24'-00" 17.6 s /-19.7 s 140(mph) YES 9 Track bracket quantities shown are for use with B
22'-00" 20.9 st /-23.5(psf) 153(mph) YES 9 grade 2 or better southern pine jambs.When usin
21'-00" 22.9 s /-25.8 s 160(mph) YES 9 softer wood species hike spruce-pine-fir(SPF)use
20'-06" 24.1 s /-27.0(psf) 164(mph) YES 9 the quantity of track brackets specified in the chart
20'-00" 25.3 s /-28.4(psf) 168(mph) YES 9 \`\,�11)�I' '/ plus three track brackets per side.
19'-00" 28.0(psf)/-31.5((psf) 176(mph) YES 9 ������1 E• sat" //// Supplemental Instructions contain details
J 8'-06" 29.5 s /-33.2(psf) 181(mph) YES _�9_ `��0�;y�GeNdF•Fi4 //�� for doors up to 20'-0"high.These are required in
a - - i addition to this drawing for installation. Always
iI8'-00"3 43112r )"/r±3SV"sfl==l86`:ro h -YES' �`. - � No.51737 •••; ��, use supplemental instructions in addition to this
17-06"'33A s %-37 1 s -19 m h YES 7 John E.Scates,P.E. �, t * drawing during door installation.
IT-00" 35.0 s /-39.3(psf) 196(mph) YES 7 3121 Fairgate Drive =* -
16-00" 39.5 s /-44.4 s 208(mph) YES 7 �4 STASEOF :�\ (f7 M a M00C nts
Carrollton,Texas 75007 I�1J11
15'-00" 42.1 s /-47.4 s 214(mph) YES 6 Florida P.E.# 51737 �D,p•• �LpRtOr'/�2�� 04-09-2015
IT-00" 48.6(psf)/-54.6(psf) 229(mph) SEE NOTES 5 //�s8/pNi Models:4 0,4251,5240,5241,5250,551
A 12'-00" 52.7(psf)/-59.2(psf) 238(mph) SEE NOTES 5 A
10'-00" 63.2(psf)/-71.0(psf) 258(mph) SEE NOTES 4 79.0(psf)/-88.8(psf)at 08'-00"through
09'-00" 702(psf)/-78.9(psf) 271(mph) SEE NOTES 3 err}�n1 ��II D Digitally signed by John E Scates,P.E. 17.6(psf)/-19.7(psf)at 24'-W"
08'-00" 79.0(psf)/-88.8(psf) 285(mph) SEE NOTES 3 u L u 501 2�2 Date:2015.04.14 13:49:49-05'00'
Center stile quantity is minimum per section. C.H.I.Drawing: FZ8-16-01315
See window options for more pressure restrictions based on window usage. Professional Engineer's seal provided only for verification of windload construction details page 1_of 2
4 3 2 1
4 3 2 1
Strut(if applicable)not shown for clarity. Details on some views may have been omitted for clarity.
(.070)galvanized steel top
fixture. Each fixture attached The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.
D with four 1/4"x 3/4"screws. See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized steel D
flag bracket fastened to
2"x 7/16"(nominal)stop molding to be secured with wood jamb with three 00000
push nut minimum 8d nail or 2-1/2"long screw on 5"spacing. 5/16"x 1-5/8"wood lag
o (.066)end stile
Stop molding not required when door is more than 1"wider than opening. screws.
nominal(.0185)galvanized steel minimum
Flag bracket attached
to horizontal track
with two 1/4"x 5/8"
—oft
(.109)galvanized steel top track bolts and nuts.
fixture. Each fixture attached a
C
with two 1/4"x 3/4"screws.
C
(.034)center stile 2"(min)x.058(min) Flag bracket attached to
push nut galvanized steel track vertical track with two 1/4"
9 (.066)end stile x 5/8"track bolts and nuts.
0 End Hinge 40Y
Intermediate Hinge Or two 1/4"x 11/32"rivets.
galvanized steel fastened �(.058)galvanized steel (.102)galvanized steel track
to section with fastened to section with bracket fastened to wood jamb
six 1/4"x 3/4"screws. four 1/4"x 3/4"screws. with one 5116"x 1-5/8"wood G
c lag screw per bracket.
Optional low head room top bracket
Push nut
2"(max.for.069 thick) 2 3/4" 2 3/4" Each track bracket attached with
g 4"(max.for.109 thick) one 1/4"x 5/8"track bolt and nut. g
Or two 1/4"x 11/32"rivets.
nominal 0 2"(min.) 3-1/2"(min.)stem
10(min.)ball roller John E.Scates,P.E.
with nylon or steel tread. push nut 3" 1 3121 Fairgate Drive
1 Carrollton,Texas 75007
L
1-7/8" ���� E g �/� Florida P.E.# 51737
000 ` swc102)galvanized steel bottom 1/2" No.51737P 00o nts
bracket Each bracket attached = ;k_ 04-09-2015
with four red 1/4"x 3/4"screws. 05150 ksi galvanized steel =it 1
Models:2240,2241,2250,2251,4240,4241,
3"strut attached with two 1/4"x 3/4" o STATE of
A i %!� 4250,4251,5240,5241,5250,5251
I.
push nut bracket aEach bracketized latta attached bottom
screws per stile or hinge plate. ����F�ps,ONA� 1�$�` 79.6(ps0/-88.8(pst)at 24'-00 dough A
Vinyl with four red 1/4"x 3/4"screws. Milll��
Aluminum extrusion C.H.I.Drawing: >;Z8-16-01315
weatherstrip
Optional low head room bottom bracket professional Engineer's seal provided only for verification of windload construction details page_2_of 2
4 3 2 1
Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong-Tie. keep each area clear of
ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5"long with washer that conforms to ANSI B18.22.1 type B. any back jamb
attachment fasteners
ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. /
Simpson Titen HD,3/8"diameter,minimum 4"long with washer that conforms to ANSI 1318.22.1 type B. 3"
Simpson Wedge-All,3/8"diameter,minimum 4"Iong with washer that conforms to ANSI B 18.22.1 type B. g^
When applying back jambs over dry wall or other non structural wall covering,use longer fasteners to insure minimum embedment required. 1 header /
This chart applies to wood species with specific gravity greater than or equal to 0.42 including spruce pine fir(SPF)and southern pine(SP).
See chart for minimum washer diameter. Washer diameters in chart arc based on use of Spruce Pine Fir. Washers may be 10%smaller when Southern Pine is used. 8"
See chart for minimum edge distance required. Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor.
FASTENER SPACING(inches)
2500 psi concrete Filled CMU
Simpson
ITW Tapcon Strong-Tie DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF)
1/4" 1 4" 3 8" 3/8. 3/8" 3/8" 14psf I 17psf 20psf 24psf I 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
24 24 24 24 24 24 22'-9 18'-9 15'-31 13'-3 11'-4 9'-11 8'40 7'-11 7'-3 6'-7 6'-0 5'-6 5'-0 4'-7 4'-3 3'-11 n/a n/a
24 22 24 24 24 24 24'-3 20'-0 17'-0 14'-1 12'-1 10'-7 9'-5 8'-6 7'-8 T-0 6'-4 5'-30 5'-4 4'-11 4'-6 4'-2 n/a n/a 0
24 20 24 24 24 16 26'-6 21'-9 18'-6 15'-5 13'-3 31'-7 10'-3 9'-3 8'-5 T-8 7'-0 6'-4 S'-30 5'-4 4'-11 4'-6 4'-3 T-11
24 18 24 22 24 16 28'-30 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 10'-1 9'-2 8'-5 7'-7 6'-11 6'-5 5'-10 5'-4 4'-11 4'-7 4'-4
24 17 24 20 24 16 31'-9 26'-2 22'-3 18'-6 15'-10 13'-10 12'-4 11'-1 10'-1 9'-3 81-4 7'-8 7'-0 6'-5 5'-11 5'-5 5'-1 4'-9
24 1 15 24 18 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 30'-10 10'-0 9'-0 8'-3 T-7 6'-11 6'-4 5'-11 1 5'-6 5'-1
24 15 24 17 16 16 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 5'-5 Highest anchor installed 22 13 24 16 16 8 n/a 32'-3 27'-5 22'-10 19'-7 17'-1 15'-2 13'-8 12'-5 31'-5 30'-4 9'-5 8'-8 7'-11 7'-3 6'-9 6'-3 5'-10 least as high as door opening. 0
21 13 24 15 16 8 n/a 33'-10 28'-9 24%0 20'-6 18'-0 16'-0 14'-4 13'-1 12'-0 10'-10 9'-11 9'-1 8'-4 7'-8 7'-1 6'-7 6'-2 Anchors to be evenly spaced between
19 12 24 14 16 8 n/a n/a 31'-4 26'-1 22'-5 19'-7 17'-5 15'-8 14'-3 13'-0 11'-10 30'-9 9'-11 9'-1 8'-4 T-8 7'-2 6'-8 the header and the floor.
16 10 24 12 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-5 9'-7 8'-10 8'-3 7'-8
16 10 24 1 11 1 8 8 n/a n/a n/a 31'-9 27'-2 23'-9 21'-2 19'-0 17'-3 15'-10 14'-4 13'-1 12'-1 11'-0 10'-1 9'-4 8'-9 1 8'-2
14 8 24 10 8 8 n/a n/a n/a 35'-9 30'-8 26'-30 23'-10 21'-5 19'-6 17-10 16'-2 14'-9 13'-7 12'-S 11'-5 30'-7 9'-10 9'-2 0
12 7 20 9 8 8 n/a n/a n/a n/a n/a 30'-11 27'-5 24'-8 1 22;5 20;7 18'-8 17'-0 15'-8 14'-4 13'-2 12'-2 11'-4 10'-7 2x6 structural grade lumber.
11 7 20 8 8 8 n/a n/a n/a n/a n/a 31'-10 28'-3 25'-6 23-2 21-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'-11 May be counterbored up to 3/8"deep
10 6 17 7 8 n/a n/a n/a n/a n/a n/a n/a 32'-0 28'-9 26'-2 24'-0 21'-8 19'-10 18'-3 16'-8 15'-4 14'-2 13'-2 12'-4 at each anchor location to provide a
9 n/a 16 6 8 n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-1 26'-8 24'-1 22'-0 20'-3 18'-6 17'-0 15'-9 14'-8 13'-9 flush mounting surface.
8 n/a 13 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 30'-11 28'-0 25'-7 23'-6 21'-6 19'-9 18'-3 17'-0 15'-11
n/a n/a 1 12 1 n/a n/a n/a n/a n/a I n/a n/a n/a n/a n/a n/a n/a n/a 32'-4 29'-7 27'-3 24'-10 22'-10 21'-2 19'-8 18'-5 0 0
2500 psi concrete Filled CMU 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 83psf 87psf 93psf
First anchor to start at no more than
Tien Wedge- DOOR WIDTH feet and inches at a given DESIGN PRESSURE PSF half the fastener spacing distance and
ITW Tapcon ITW LDT HD All ( ) g ( ) no less than the minimum edge distance.
1/4" 1/4" 3/8" 3/8" 3/8" 3/8" FASTENER DIAMETER
1.75" 1.75" 2.57 2.5" 2.75" 2.68" EMBEDMENT LENGTH
1-1/8" 7/8" 1-1/2" 1" 1-1/8"1-1/8"WASHER DIAMETER �` ,11' �II
�� �� Supporting structural elements shall be designed by a registered
2-1/2"2-1/2" 3" 3" 4" 4" EDGE DISTANCE \ S�•e� professional engineer for wind loads in addition to other loads.
508# 319# 859# 371# 480# 340# FASTENER LOAD CAPACITY \� a� This drawing does not address the jamb/wall design,but only door
\\ 'Q♦��C��aF•;� // attachment.Jamb/wall construction is shown only for illustration
♦ •• % purposes. The building designer is responsible for ensuring that the
♦ jamb/wall is sufficient to carry the door live and static loads. This
No.51737
tr � drawing does not address the spring pad connections. Registered
Digitally signed by John E.Seates,P.E. * professional engineer may approved an alternative design.
Manufacturer's installation instructions must be followed. ' * �.
Date:2015.02.2416:32:57 06'00'
Maximum spacing shown in chart ♦p: STA E OF j ` O�Q SCALE none
John E.Scates,P.E.
Lesser spacing may be used to avoid interference with door hardware 'p • i 4- OHO HATE
and or fasteningsystem,but not less than 6". 3121 Fairgate Drive j Q • ♦ ? �OU
❑ o00
Y / �►•• Q�-*3� �\ . o 0 0 0 o s 2-18-2015
Carrollton,Texas 75007 / ORS
Load per jamb=0.5 x door width x max positive pressure x door height. Florida P.E.#51737 // Fs -
8"CMU block walls shall comply with ASTM C90. TXPE 56308,F-2203 Ili e/ONA%- \X Back Jamb Attachment Detail
Use minimum 2000 psi grout or concrete when filling CMU. //0/11�1110`` Concrete Anchors
CMU fastener spacing distance may vary+/-1".
Professional Engineer's seal provided only for verification of windload construction details. C.H.I. Drawing: BJA-101 Rev.-07
Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. 12"MIN 12"MIN 1/2"MIN 12„MIN
Spruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds. ATTACHMENT OF
Use SP values only if both structure and jamb are southern pine. 2x6 WOOD JAMB ATTACHMENT OF
Use SPF values when spruce pine fir is present in structure or jamb material. 2x6 WOOD JAMB
%"SHEATHING ON SHEATHING
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1 - _
Washer: 1-1/8"minimum outside diameter,must conform to ANSI B18.22.1 type A.
Pre-drill 1/4"diameter pilot holes for lag screw insertion. 1-1/2"minimum lag screw edge distance required.
s/s"x 3"LAG SCREWS y"SHEATHING -
FASTENER DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) i"x3-1/2"LAG SCREWS keep each area
SPACING
clear of any back
SPF SP 124psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf jamb attachment
24 24 34'-5 28'-4 24'-1 20'-0 17'-2 15'-0 13'-4 12'-0 10'-1 10'-0 9'-1 8'-3 7'-7 6'-11 6'-5 5'-11 5'-6 5'-2 fasteners
22 24 n/a 32-4 27-6 22-1 19-8 17-2 15'-3 13-9 12'-6 11-5 10'-4 9'-5 8'-8 7'-11 7'-4 6'-9 6'-3 5-11
20 24 n/a 34'-0 28'-1 24'-1 20'-7 18'-0 16'-0 14'-5 13'-1 12'-0 10'-1 9'-11 9'-2 8'-4 7'-8 7'-1 6'-7 6'-2
8.,
18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-2 15'-6 14'-1 12'-1 11'-8 10'-8 9'-10 8'-11 8'-3 7'-7 7'-1 6'-8 header
18 23 n/a n/a 32'-1 26'-9 22'-1 20'-0 17'-1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 7'-11 7'-4 6'-10
16 21 n/a n/a 35'-5 29'-6 25'-3 22'-1 19'-8 17'-8 16'-1 14'-9 13'-4 12'-2 11'-2 10'-3 9'-5 8'-8 8'-1 7'-7 $
16 20 n/a n/a 36'-1 30'-1 25'-9 22'-7 20'-0 18'-0 16'-5 15'-0 13'-7 12'-5 11'-5 10'-5 9'-7 8'-11 8'-3 7'-9 3"
15 20 n/a n/a n/a 31'-0 26'-6 23'-3 20'-8 18'-7 16'-1 15'-6 14'-0 12'-9 11'-9 10'-9 9'-11 9'-2 8'-6 8'-0 -�
14 18 n/a n/a n/a 34'-5 29'-6 25'-9 22'-1 20'-7 18'-9 17'-2 15'-7 14'-2 13'-1 11'-1 IV-0 10'-2 9'-5 8'-10
13 16 n/a n/a n/a n/a 31'-9 27'-9 24'-8 22'-2 20'-2 18'-6 16'-9 15'-4 14'-1 12'-1 11'-1 10'-1 10'-2 9'-6
12 16 n/a n/a n/a n/a 33'-2 29'-0 25'-1 23'-3 21'-1 19'-4 17'-6 16'-0 14'-9 13'-5 12'-4 11'-5 10'-8 10'-0
12 15 n/a n/a n/a n/a n/a 30'-1 26'-9 24'-1 21'-1 20'-0 18'-2 16'-7 15'-3 13'-1 12'-1 11'-1 11'-0 10'-4
11 14 n/a n/a n/a n/a n/a 32'-1 29'-2 26'-3 23'-1 21'-1 19'-1 18'-1 16'-8 15'-2 14'-0 12'-1 12'-1 11'-3
10 14 n/a n/a n/a n/a n/a 33'-2 29'-6 26'-6 24'-1 22'-1 20'-0 18'-3 16'-1 15'-4 14'-2 13'-1 12'-2 11'-5
10 12 n/a n/a n/a n/a n/a n/a 32'-1 28'-1 26'-3 24'-1 21'-9 19'-1 18'-4 16'-9 15'-5 14'-3 13'-3 12'-5 Highest anchor installed at
9 12 n/a n/a n/a n/a n/a n/a n/a 31'-0 28'-2 25'-1 23'-4 21'-4 19'-8 17'-1 16'-6 15'-3 14'-3 13'-4 least as high as door opening. o
9 11 n/a n/a n/a n/a n/a n/a n/a 32-1 29-2 26-9 24'-3 22-1 20'-4 18'-7 17-1 15'-10 14'-9 13-9 Anchors to be evenly spaced between
8 11 n/a n/a n/a n/a n/a n/a n/a n/a 30'-8 28'-2 25'-6 23'-3 21'-5 19'-7 18'-0 16'-8 15'-6 14'-6 the header and the floor.
8 10 n/a n/a n/a n/a n/a n/a n/a n/a 32'-1 30'-1 27'-3 24'-1 22'-1 20'-1 19'-3 17'-1 16'-7 15'-6
7 10 n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-0 28'-0 25'-7 23'-7 21'-6 19'-1 18'-4 17'-1 16'-0
7 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-2 28'-5 26'-2 23'-1 22'-0 20'-4 18'-1117'-9 ° °
6 8 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-6 26'-1 24'-9 22'-1 21'-4 20'-0 2x6 structural grade lumber.
May be counterbored up to 3/8"deep at
4 6 n/a I n/a n/a I n/a n/a I n/a I n/a n/a n/a I n/a n/a n/a n/a n/a 33'-0 30'-7 28'-6 26'-81 each anchor location to provide a
SPF SP 14psfll7psfl 20psf I 24psf I 28psf I 32psf I 36psf 40psf 44psf I 48psf 53psf 58psf I 63psf 69psf 75psf I 81psf 87psf 93psf flush mounting surface.
FASTENER SPACING DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) °
482#1620# 1 \\ \,glll( //
LOAD PER First anchor to start at no more than
FASTENER \\\� �. SCA Z half the fastener spacing distance and
(pounds) `\\'OXX ....... ' no less than the minimum edge distance.
•
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) ; No.51737 ,i ! o
When applying back jambs over dry wall or other non structural wall covering, ; * SCALE
use longer lags screws to insure 1-1/2"*minimum embedment required. �t : � �d.� OOO none
Lesser spacing may be used to avoid interference with door hardware and or fastening system. .p:�, STATE OF ❑ ❑ ❑oao DATE
• 2-18-2015
Maximum spacing shown in chart. John E.Scates,P.E. �p • :2
These charts do not address spring pad connections to the building. 3121 Fairgate Drive ��/0��,�IORM. G�\\� Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. Carrollton,Texas 75007 /Ili;,S&/ONA`1;� \� Lag Screw
Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 \�
engineer for wind loads in addition to other loads. TXPE 56308,F-2203 �C.H.1. Drawm BJA-10Professional En ineer's seal rovided onl for ventication of wmdload construction oetailsg
Self tapping screws (with steel) Screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B18.2.1. 100"x 1"fillet welds
USE 9/16" Yid'steel Jambs;allowable load per screw=444 lbs. Welds performed by a Certified Welder or inspected by a
MINIM track Allowable load per screw;12 gauge=209 lbs,14 gauge=1431bs,and 16 gauge=110 lbs. Certified Welding Inspector to verify integrity of welds.
DIAMETER 12 gauge or/b"steel Jambs;allowable load per weld=I?72 lbs.
WASHER IF bracket or Optional Washer:9/16"O.D.minimum;must conform to ANSI B18.22.1 type A. Use all necessary precautions when welding galvanized steel.
revers SCREW HEAD Washer not required if fastener head has minimum 9/16"outside diameter.
IS LESS THAN continuous Welds to be evenly spaced between header and floor.
Lowest fastener to be within 10-inches of the floor
ang Lowest weld to be within 10-inches of the floor
9/16"DIAMETER gle Maximum spacing shown in s p
chart Lester spacing may be used to avoid interference Minimum of 3 welder jamb required.
with door component system. -- _
Add holes to continuous angle as required to satisfy fastener spacing in these charts. Fillet welds to have a straight or convex face surface.
These charts do not address spring pad connections to the building. Tack weld toe of angle at same spacing to prevent rotation of track angle.
ATTACHMENT SPACING(inches) Load per jamb=0.5 x door width x max positive pressure x door height Cracks and blemishes shall be ground to a smooth
contour and checked to ensure soundness.
SCREWS SCREWS SCREWS WELDS SCREWS WELDS These charts do not address spring pad connections to the building.
16 ga 14 ga 12 ga 12 ga 3/16" 3/16" DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) Load per jamb=0.5 x door width x max positive pressure x door height
jamb jamb jamb jamb jamb jamb 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf
24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7 3'-11 3'-5 3'-0 n/a n/a n/a n/a
20 26 36 36 36 36 9'-5 7'-9 6'-7 5'-6 4'-8 4'-1 3'-8 n/a n/a n/a n/a track bracket or
18 24 36 36 36 36 9'-11 8'-2 6'-11 5'-9 4'-11 V-4 3'-10 n/a n/a n/a n/a continuous anglin//an4//an//a
reverse angle
16 20 30 36 36 36 11'-9 9'-8 8'-3 6'-10 5'-10 5'-1 4'-7 4'-1 n/a n/a n/a
14 18 26 36 36 36 13'-5 11'-1 9'-5 7'-10 6'-8 5'-10 5'-2 4'-8 4'-3 3'-11 n/a
12 16 24 36 36 36 14'-1112'-3 10'-5 8'-8 7'-5 6'-6 5'-9 5'-2 4'-9 4'-4 3'-11
12 15 22 36 36 36 15'-8 12'-11 11'-0 9%2 7'-10 6'-30 6'-1 5'-6 5'-0 4'-7 4'-1
9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-11 10'-2 8'-11 7'-11 7'-1 6'-6 5'-11 5'-4 4'-11 4'-6 4'-1 Jn/aloo"x 1"long fillet weld
8 10 16 36 34 36 22'-4 18'-5 15'-8 13'-0 11'-2 9'-9 8'-8 7'-10 7'-1 6'-6 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a n/a (E60XX Electrodes Min),
7 10 14 36 31 36 24'-6 20'-2 17'-1 14'-3 12'-3 10'-8 9'-6 8'-6 7'-9 7'-1 6'-5 5'-11 5'-5 4'-11 4'-6 4'-2 3'-11 n/a Weld i located vertically on
angle at sing
ing specified in chart
6 8 12 36 25 36 29'-10 24'-7 20'-1017-5 14'-11 13'-0 11'-7 30'-5 9'-6 8'-8 7'-10 7'-2 6'-7 6'-0 5'-6 5'-1 4'-9 4'-S and tack weld toe of angle or
6 7 11 36 24 36 31'-5 25'-10 22'-0 18'-4 15'-8 13'-9 12'-2 11'-0 10'-0 9'-2 8'-3 7'-7 6'-11 6'-4 5'-10 5'-5 5'-0 4'-8 track bracket at same spacing.
n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'-1 20'-5 17'-3015'-1014'-3 13'-0 11'-1 10'-9 9'-10 9'-0 8'-3 7'-7 7'-0 6'-6 6'-1
n/a 5 7 36 16 36 n/a 39'-2 33'-3 27'-9 23'-9 20'-9 18'-6 16'-7 15'-1 13'-1 12'-6 11'-5 10'-6 9'-7 8'-10 8'-2 . 7'-7 7'-1
n/a n/a 6 36 12 36 n/a n/a 41'-9 34'-1 29'-10 26'-1 23'-2 20'-10 19'-0 17'-5 15'-9 14'-4 13'-3 12'-1 11'-1 10'-3 9'-7 8'-11
n/a n/a 5 32 11 32 n/a n/a n/a 39'-9 34'-0 29'-9 26'-6 23'-10 21'-8 19'-1 18'-0 16'-5 15'-1 13'-9 12'-8 11'-9 10'-1110'-3
n/a n/a n/a 30 10 30 n/a n/a n/a n/a 36'-4 31'-9 28'-3 25'-5 23'-1 21'-2 19'-2 17'-6 16'-1 14'-8 13'-6 12'-6 11'-8 10'-11
n/a n/a n/a 26 9 26 n/a n/a n/a n/a n/a 36'-8 32'-7 29'-4 26'-8 24'-5 22'-1 20'-2 18'-7 17'-0 15'-7 14'-5 13'-5 12'-7
n/a n/a n/a 24 8 24 n/a n/a n/a n/a n/a n/a 35'-4 31'-9 28'-10 26'-6 24'-0 21'-1120'-2 18'-5 16'4115'-8 14'-7 13'-8
n/a n/a n/a 16 5 16 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-10 30'-3 27'-7 25'-5 23'-6 21'-1120'-6
n/a n/a n/a 14 n/a 14 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-7 29'-0 26'-11 25'-0 23'-5
n/a f n/a I n/a 1 12 1 n/a 12 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-4 29'-2 27'-4
SCREWS SCREWS SCREWS WELDS SCREWS WELDS 14psf 17psf I 20psf I 24psf I 28psf I 32psf I 36psf 40psf 1 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
16 ga 14 ga 12 ga 12 ga 1 3/16" 3/16" DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) I Alternative design may be approved by a
jamb I jamb I Jamb lamb I jamb jamb licensed professional engineer.
ATTACHMENT SPACING(inches) / Supporting structural elements shall be
S10fl 143t1 209i► 1272t► 444# 1272N `\`11 1 I j7/'/, designed by a licensed professional engineer
`� c /ALLOWABLE LOAD PER SCREW(pounds) for wind loads in addition to other loads.
�. C '.
This drawing does not address the jamb/well
\\ Q•••�GE'NaF•;v- // design,but only door attachment Jamb/wall
• V / construction is shown only for illustration
• % purposes.The building designer is responsible
1737 No.5 • OWfor ensuring that the jambhvatl is sufficientto
= carry the door live and static loads.
SCALE
•O STATE OF - none
hf lJ UUUIIIJJJ
John E.Scares,P.E. �•���� Q` ��?�/` o O DA ❑(]�(] DATE 2-18-2015
3121 Fairgate Drive ;/Carrollton,Texas 75007 /�* ;Fj;OR\�•:�\ \\
TFlorida P.E.XPE 56 08#51737 /�Z/i;,s 0N&���\`\ Steel Attachment Detail
�1111
CHI Drawin : BJA-103 Rev.-07
Professional Engineer's seal provided onlyfor verification of windload construction details. . . . g