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Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows
Mullions
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Block Glass
Skylights
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French Doors
Garage Doors T L. ,`�c
0 1150 t 2,10
Hurricane Protection
Roof Ventilation
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Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert.No. Date:
C t �.
7/21/2015 Florida Building Code Online
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FL# FL15012-R2
Application Type Revision
Code Version 2014 ME
Application Status Approved
*Approved by DBPR.Approvals by DBPRshall be reviewed and ratified by the
POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer C.H.I. Overhead Doors
Address/Phone/Email 1485 Sunrise Drive
Arthur,IL 61911
(217)543-2135 Ext 4273
jcampbell@chiohd.com
Authorized Signature Jim Campbell
jcanipbell@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 the John E.Scates
Evaluation Report
Florida License PE-51737
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expiration Date a 12/31/2018
Validated By Gordon Thomas, P.E.
Validation Checidist- Hardcopy Received
Certificate of Independence FL15012 R2 COI Cert of Ind Scates s.pdf
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
Sections from the Code
httpsltfioridabdlcirig.org/pr/pr app dtl.aspx?pararr>=wGEVXOwtDquS73Fr2ZyPgc%2bhld1GcB6L5onmJBW-V\I9HhR%2bfdXSg%3d%3d 1/6
7/21/2015 Florida Building Code Online
Approved for use outside HVHZ:Yes FL15012 R2 1I Supplemental Instructions Pan s.pdf
Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737
Design Pressure:N/A I Created by Independent Third Party: No
Other:Sectional doors provided for windload applications.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eval Rent s.pdf
accepted test methods per 5th edition(2014)Florida Building FL15012 R2 AE FZ9-09-013L5s.pdf
Code Section 1715.See drawing FZ9-09-01315 for pressures and Created by Independent Third Party:Yes
widths+66.5(psf)/-77.3(psf)at 06-00"through
+35.9(psf)/-41.7(psf)at 10'-00"
15012.6 1d; 2240,2241,2250,2251,4240, 06-00"wide through 14'-02"wide by 20'high steel sectional door
4241,4250,4251,5240,5241,5250, with or without polystyrene insulation.
5251
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 R Jamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes 171-15012 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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which are FLIS012 R2 AE Evai Rept s.pdf
accepted test methods per 5th edition(2014) Florida Building FL15012 R2 AE FZIO-09-01315s.odf
Code Section 1715.See drawing FZ10-09-01315 for pressures and Created by Independent Third Party:Yes
widths+72.4(psf)/-82.1(psf)at 06'-00"through
+25.3(psf)/-28.7(psf)at 14'-02"
15012.7 le; 2240,2241,2250,2251,4240, 06-00"wide through 14'-00"wide by 20'high steel sectional door
4241,4250,4251,5240,5241, 5250, with or without polystyrene insulation.
5251
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 II Jamb Attach Drawinos 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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108, which are FL15012 R2 AE Eva[ Rept s.pdf
accepted test methods per 5th edition(2014)Florida Building FLIS012 R2 AE FZ3-10-01315s.pdf
Code Section 1715.See drawing FZ3-10-01315 for pressures and Created by Independent Third Party:Yes
widths+32.5(psf)/-36.7(psf)at 06-00"through
+10.0(psf)/-11.2(psf)at 14'-00"
15012.8 If; 2240, 2241,2250,2251,4240, 06'-00"wide through 15'-02"wide by 20'high steel sectional door
4241,4250,4251,5240,5241,5250, with or without polystyrene insulation.
5251
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 II Jamb Attach Drawings s.2df
Approved for use outside HVHZ:Yes FLIS012 R2 II Supplemental Instructions Pan sxp f
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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eva[ Rept s.odf
accepted test methods per 5th edition(2014)Florida Budding FL15012 R2 AE FZ4-10-01315s.odf
Code Section 1715.See drawing FZ4-10-01315 for pressures and Created by Independent Third Party:Yes
widths+38.6(psf)/-43.6(psf)at 06'-00"through
+10.1(psf)/-11.4(psf)at 15'-02"
15012.9 Ig; 2240, 2241,2250,2251,4240, 06-00"wide through 16'-06"wide by 20'high steel sectional door
4241,4250,4251, 5240,5241,5250, with or without polystyrene insulation.
5251
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1S012 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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eva[ Rept s.ndf
accepted test methods per 5th edition(2014)Florida Building FLIS012 R2 AE FZ5-10-01315s.pdf
Code Section 1715.See drawing FZ5-10-01315 for pressures and Created by Independent Third Party:Yes
widths+45.5(psf)/-51.3(psf)at 06-00"through
+10.0(psf)/-11.3(psf)at 16-06"
r, 15012.10 1 Ih; 2240,2241,2250,2251,4240, 10'-00"wide through 17'-08"wide by 20'high steel sectional door
4241,4250,4251, 5240,5241, 5250, with or without polystyrene insulation.
5251
l�
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
+j Other.Sectional doors provided for windload applications.Tested Evaluation Reports
`t in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eval Rent s.pdf
accepted test methods per 5th edition(2014)Florida Building FL15012 R2 AE FZ6-10-01315s.pdf
Code Section 1715.See drawing FZ6-10-01315 for pressures and Created by Independent Third Party:Yes
widths+31.4(psf)/-35.5(psf)at 10'-00"through
htips-lffloridabuilcing.org/pr/pr app dtl.aspx?pararr>=wGEVXQvdDquS73Fr2ZyPgc%2bhldlGcB6L5orA4JEkr.LVVgHhR%2bfc[XSg%3d%3d 36
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS012 R2 II Jamb Attach Drawings s.ydf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.ndf
Impact Resistant:No Verged 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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eval Rept s.gdf
accepted test methods per 5th edition(2014) Florida Building FL15012 R2 AE FZ6-10-013L5s.pdf
Code Section 1715.See drawing FZ6-10-013L5 for pressures and Created by Independent Third Party:Yes
widths+52.3(psf)/-59.2(psf)at 06'-00"through
+26.0(psf)/-29.3(psf)at 11'-00"
15012.12 Ij; 2240,2241,2250,2251,4240, 08'-00"wide through 19'-06"wide by 20'high steel sectional door
4241,4250,4251,5240,5241, 5250, with or without polystyrene insulation.
15251 1
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 II Jamb Attach Drawings s.ndf
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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eva[ Rent s.pdf
accepted test methods per 5th edition(2014) Florida Building FLIS012 R2 AE FZ8-10-01315s.pdf
Code Section 1715.See drawing FZ8-10-01315 for pressures and Created by Independent Third Party:Yes
widths+63.8(psf)/-72.5(psf)at 08'-00"through
+10.1(psf)/-11.4(psf)at 19'-06"
15012.13 III; 2240,2241,2250,2251,4240, 06'-00"wide through 10'-06"wide by 20'high steel sectional door
4241,4250,4251,5240,5241, 5250, with or without polystyrene insulation.
5251I
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 II Jamb Attach Drawings sxdf
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 cycling FL15012 R2 AE Eval Rept s.pdf
tests conducted in accordance with ANSI/DASMA 115,ASTM FLIS012 R2 AE FZ101-10-015155.01'
E1886 and ASTM E3996.Static tests conducted in accordance Created by Independent Third Party:Yes
with ASTM E330 and ANSI/DASMA 108.These are accepted test
methods per 5th edition(2014) FBC Sections 1609 and 1715. See
drawing FZ10i-10-01515 for pressures and widths
+49.9/-56.7(psf)at 06'-00"through+44.7/-51.5(psf)at 10'-06"
15012.14 re; 2240,2241,2250,2251,4240, 08'-00"wide through 21'-00"wide by 20'high steel sectional door
4241,4250,4251,5240,5241,5250, with or without polystyrene insulation.
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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eva[ Rept s.pdf
accepted test methods per 5th edition(2014)Florida Building FL15012 R2 AE FZ3-16-01315s.odf
Code Section 1715.See drawing FZ3-16-01315 for pressures and Created by Independent Third Party:Yes
widths+37.4(psf)/-41.6(psf)at 08'-00"through
+10.9(psf)/-12.1(psf)at 21'-00"
15012.15 reL, 2240, 2241,2250,2251,4240, 12'-00"wide through 21'-00"wide by 20'high steel sectional door
4241,4250,4251,5240,5241,5250, with or without polystyrene insulation.
5251
i Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 II Jamb Attach Drawings s.ndf
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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eval Rept s.odf
accepted test methods per 5th edition(2014)Florida Building FL15012 R2 AE FZ3-16-013L5s.pdff
Code Section 1715.See drawing FZ3-16-013L5 for pressures and Created by Independent Third Party:Yes
widths+24.9(psf)/-27.7(psf)at 1Z-00"through
+10.9(psf)/-12.1(psf)at 21'-00".
15012.16 rf; 2240,2241,2250,2251,4240, 14'-02"wide through 24'-00"wide by 20'high steel sectional door
4241,4250,4251, 5240,5241,5250, with or without polystyrene insulation.
5251
httpsJifloridabLilcing.org/pr/pr app dfl.asp)OparafFwGEVXQMDquS73Fr2ZyPgc%2bhldlGcB6L5onMJEIaAiLW9HhR%2bfdXSg%3d%3d 416
4 3 Ar 2 1
Window Options:
10'-0"(see notes for other widths) 1/8" DSB
1/4" Tempered Glass
1/4" Polycarbonate
D Optional Standard Lites intermediate 7/16" Insulated Glass D
3B
40 (see window options) 7/16" Tempered insulated Glass
2 2 hinge 12 Max daylight opening 39-3/8 x 12-1/2"--
top fixture
flag
bracket
4D iED EE B
2 r'� b5r a v
7. 1B
end stile ° door height Q cr y
•
2 G'-6"to T-0" 4 5 3
t track 7'-6"to 8'-0" 5 6 4
C 3B o bracket C
2 8'-3"to 8'4" 5 7 4
end hinge 9'-0"to 10'-6" 6 9 5
r
4A 10'-9"to 12'-3" 7 11 6
2 12'-6"to 14'-0" 8 13 7
bottom fixture 14'-3"to 15'-9" 9 15 8
16-0"to 17-6" 10 17 9
2A 17'-9"to 19'-3" 11 19 10
3A
42 2
strut attachment strut 19'-6"to 20'-0" 12 21 11
B Truck bracket quantities shown are for B
use with grade 2 or better spruce-pine-fir
This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05. (SPF)or southern pine jambs.
Supporting structural elements to be designed by registered professional engineer for specified wind loads.
If door is not electrically operated,a lock must be installed. \`�\\\III I /
Maximum door height: 20'-0" Maximum section height: 21" \�\\�N'G�8C.[j ///, Supplemental Instructions contain details
Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds, ` �O,y�GBlddta•.•d' /� for doors up to 20'-0"high.These are required in
These exposure"B"wind speeds are for 7'high doors on 30'tall buildings. ; i addition to this drawing for installation. Always
I No.51737 \ Z use supplemental instructions in addition to this
Width Design Pressure Wind Speed Windows Center Stiles John E.States,P.E. �r= drawing during door installation.
17-08" 10.1 s /-11.4 s 105(mph) ES 3 3121 Fairgate Driveg7AOF
16-06" 11.5( s /-13.0(pst) 113(mph) ES 30: ;�� pp nus
Carrollton,Texas 75007 �
14'-00" 16.0(psf)
f)/-18.8( sf ) 132(mph) ES 3 Florida P.E.#51737 ��//�sps��NAV \` Models:2 22 250,2291,4240,4241,
//1111111\ 4250,4251,5240,5241,.5250,5251
A 12'-00" 21.8 s -24.7 s 153(mph) YES 2 A
11'-00" 126.0(psf)/-29.3( s 166 m h) YES 2 +10.1/-11,4(psf)at 17'-08"through
10'-06" 28.5( /-32.2 s 174 m h YES 2 p Digitally signed by John E.Scates,P.E. +31.4/-35.5(psf)at 10'-00"
10'-00" 31.4 sf)/-35.5 s 182(mph) YES 2 FLS 1501 ��2 Date:2015.04.1414:30:45-05'00'
Center stile quantity is minimum per section. CRI,Drawing: FZ6-10-01315
Professional Engineer's seal provided only for verification of windload construction details page 1_of_2
4 3 2 1 1
4 3 2 1
Strut(if applicable)not shown for clarity. Details on some views may have been omitted for clarity.
(.059)galvanized steel top The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. (.086)galvanized steel
D fixture.Each fixture attached See jamb attachment details for more information about attaching jambs to structure, flag bracket fastened to D
wood jamb with three6,0006 a�
with four 1/4 x 3/4'screws. 2"x 7/16"(nominal)stop molding to be secured with 5/16"x 1-5/8' wood lag
minimum 8d nail or 2-1/2"long screw on 5"spacing. screws.
push nut Stop molding not required when door is more than 1"wider than opening.
(.034)end stile
°
nominal(.0185)galvanized steel minimum
Flag bracket attached
°
to horizontal track
with two 1/4"x 5/S" I
track bolts and nuts. 030=(.109)galvanized steel top
fixture. Each fixture attached (.034)center stile
C with two 1/4"x 3/4"screws. 2"(min)x.045(min) Flag bracket attached to C
galvanized steel track vertical track with two 1/4"
8 x 5/8"track bolts and nuts.
v Or two 1/4"x 11/32"rivets.
push nut
(.102)galvanized steel track
(.034)end stile /Y'?
End Hinge O Intermediate Hinge bracket fastened to wood jamb
galvanized steel fastened (.058)galvanized steel with one 5/16"x 1-5/8"wood
tosection with A fastened to section with lag screw per bracket. °
four 1/4"x 3/4"screws, four 1/4"x 3/4"screws. °
Optional low head room top bracket
push nut
push
n Each track bracket attached with
2"(max,for.069 thick) 2-3/4" one 1/4"x 5/8"track bolt and nut.
B 4"(max.for.109 thick) Or two 1/4"x 11/32"rivets. B
nominal fd 2"(min.) I
10(min.)ball roller 3-1/2"(min.)stem ��---- John E.Scates,P.E.
with nylon or steel tread. I I push nut 3" 3121 Fairgate Drive
I
Carrollton,Texas 75007
Com 1-7/8" \\\\�1E�9C,�f��.��/ Florida P.E.#51737
'8&Na�•���4ii xnts
uE
000 (.102)galvanized steel bottom 1/2" ao
bracket Each bracket attached No.81737 ,�.1 G o °"'� 04-09-2015
with four red 1/4"x 3/4"screws. .040 50 ksi galvanized steel * t *C Models:2240,2241,2250,2251,4240,4241,
3"strut attached with two 1/4"x 3/4" .o: STATE of tr` 4250,4251,5240,5241,5250,5251
A screws er stile or hin a late. i A
push nut (.109)galvanized steel bottom p g p i��.e' '�loR►�*''�Z��
V�yl Aluminum extrusion with bracket
Each
1/4ax et attached
/��//%S/�ONi;��0 ` +31.4/-35.5(pst)at W-00"through
weatherstrip Optional low head room bottom bracket C.H.I.Drawing: FLG-10-01315
Professional Engineer's seal provided only for verification of windload construction a e 2 of 2
4 3 2 1
Anchor:1'1'W'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
ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum attachment fasteners
4"long with washer that conforms to ANSI B 18.22.1 type B. /
Simpson Titen RD,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22.1 type B. 3"
Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22.1 type B. 8'.
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 are based on use of Spruce Pine Fir. Washers maybe 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)
2SOO 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"13/8" 14 sf 17 sf I 20psf 24 sf 28psf I 32 sf 36psf 40 sf 44 sf 48psf 53 sf 58psf 63 sf 69 sf 75 sf 81 sf 87 sf 93psf
24 24 24 24 24 24 22'-9 18'-9 15'-Il 13'-3 11'-4 9'-11 8'-10 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'-S T-0 6'-4 5'-10 5'-4 4'-Il 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 11'-7 10'-3 9'-3 8'-5 7'-8 7'-0 6'-4 5'-10 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'-1013'-10 12'-4 11'-1 30'-1 9'-3 8'-4 7'-8 7'-0 6'-5 5'-11 5'-5 5'-1 4'-9
24 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 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1
24 1 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 Iiighest anchor installed at
22 13 24 16 16 8 n/a 32'-3 27'-5 22'-10 19'-7 17'-1 15'-2 13'-8 12'-5 li'-5 10'-4 9'-5 8'-8 7'-11 7'-3 6'-9 6'-3 5'-10 q., 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 IV-10 10'-9 9'-11 9'-1 8'-4 7'.8 7'-2 6'.8 the header and the floor.
16 10 24 12 16 S n/a n/a 36'-0 30'-0 25'-S 22'-6 20'-0 18'-0 16'-4 1S'-0 13'-7 12'-4 11'-5 10'-5 9'-7 8'-10 8'-3 7'-8
16 10 24 11 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'-1 111-0 10'-1 9'-4 8'-9 8'-2
14 8 24 1 10 1 8 8 1 n/a n/a n/a 35'-9 30'-8 26'40 23'-10 21'-5 19'-6 17'-10 16'-2 14'-9 13'-7 12'-5 I 11'-5 10'-7 9'-10 9'-2 0
12 1 7 20 9 8 8 n/a n/a n/a I n/a n/a 30'-11 27'-5 24'-8 22'-5 20'-7 18'-8 17'-0 15'-S 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 l0'-11 May be counterbored up to 3/8"deep
30 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 flash 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 12 n/a n/a n/a n/a n/a n/a n/a n/a I n/a I n/a n/a n/a n/a 32'-4 29'-7 1 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 8ipsf 87psf 93psf
First anchor to startat no mote than
ITW Tapcon ITW LDT Titen Wedge-DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) half the fastener spacing distance and
HD All 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" 2.5" 2.5" 2.75" 2.68" EMBEDMENT LENGTH 0
1-1/8" 7/8" 1.1/2" 1" 1-1/8'1-1/8"WASHER DIAMETER e`SOI I I I It//////
2-1/2"2-1/2" 3" 3" 4" 4" EDGE DISTANCE ` e Supporting structural elements shall be designed by a registered
508# 319# 859# 371# 480# 340# FASTENER LOAD CAPACITY ��� `. SCgr �/� professional engineer for wind loads in addition to other loads,
� I // This drawing does not address the jamb/wall design,but only door
% // attachment.Jamb/wall construction is shown only for illustration
% j purposes. The building designer is responsible for ensuring that the
NO.51737 o � jamb/wall is sufficient to carry the door live and static loads. This
• 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: STATE OF &WEA3
Mpop SDS none
John E.Scates,P.E. i •Lesser spacing may be used to avoid interference with door har•dwat•e �3121 Fairgate Drive / :t1► DOM DATE
and or fastening system,but not less than 6". / O Q` S2-18-2015
Carrollton,Texas 75007 // �`•��OR�Q.'�0
Load per jamb=0.5 x door width x max positive pressure x door height. Florida P.E.#51737 ///��s+ ;0
8"CMU block walls shall comply with ASTM C90. TXPE 56308,F-2203 //�� IONAL ��0 Back Jamb Attachment Detail
Use minimum 2000 psi grout or concrete when filling CMU. ��I I I I I I,, 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 I Rev.-07
Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. 4r "" ln„MIN 1/2"MatySpruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds. pTTgCUse SP values only if both structure and jamb are southern pine. 2x6 WATTACHMENT OFUse SPF values when spruce pine fir is present in structure or jamb material. 2x6 WOOD JAMBiON SHEATHINGLag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B18.2.1 �"SHEATHINGWasher: 1-l/8"minimum outside diameter•,mast conform to ANSI B 18.22.1 type A.
Pre-drill 1/4"diameter pilot holes for•lag screw insertion. 1-1/2"minimum lag screw edge distance required.
%"x 3"LAG SCSIiEAT1IING
FASTENER DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE PSF) s"x 3-1r2"LAG SCREWS keep each area
SPACING clear of any back
SPF SP 14psf 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 10'4110'-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'-11 19'-S 17'-2 IS'-3 13'-9 12'-6 11-5 10'-4 9'-S 8'-8 7'41 7'-4 6'-9 6'-3 V-11
20 24 n/a 34'-0 28'4124'-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
g„
18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-2 15'-6 14'-1 12'-1111'-8 10'-8 9'-10 8'41 8'-3 7'-7 7'-1 6'-8 1header /
18 23 n/a n/a 32'-1 26'-9 22'-Il 20'-0 17'-1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 7'-11 7'-4 W-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 8'41 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 T-
14 18 n/a n/a n/a 34'-5 29'-6 25'-9 22'-1120'-7 18'-9 17'-2 15'-7 14'-2 13'-1 11'-1 11'-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 11'410'-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
1215 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 13'412'-1 11'411'-0 10'-4 0
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'-1112'-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'-1126'-3 24'-1 21'-9 19'-1118'-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'-1116'-6 15'-3 14'-3 13'-4 least as high as door opening, c
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'-1 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'-1122'4120'-1119'-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 0 2x6
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'-1124'-9 22'-1.121:-4 20'-0 May
structural grade lumber.
May be counterbored up to 3/8"deep at
4 6 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 33'-030'-7 28-6 26'-8 each anchor location to provide a
SPF I SP 14psf117psf1 20psf I 24psf I 28psf I 32psf I 36psf I 40psf I 44psf I 48psf I 53psf 58psf I 63psf I 69psf 75psf I 81psf 87psf 193psf flush mounting surface.
FASTENER DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSFI °
482 620# \ �rr41I Il/l /
First anchor to start at no more than
LOAD PER
FASTENER \\�� `. •�(i��► /// half the fastener spacing distance and
(pounds) \\ ► Na�•01 V/� Vno less than the minimum edge distance.
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) i, No.51737 •+ S o
When applying back jambs over dry wall or other non structural wall covering, ; ,k SCALE
use longer lags screws to insure 1-1/2"minimum embedment required. k ; A
none
Lesser spacing may be used to avoid interference with door hardware and or•fastening system. �p S TE OF p p M 0O� DATE
2-18-2015
Maximum spacing shown in chart. John E.Scates,P.E. •+
These charts do not address spring pad connections to the building. 3121 Fairgate Drive ���®��e••:e�OR���''(�j\��\ Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. Carrollton,Texas 75007 /// sS��NA�-Gid��� 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 �CRL Dl'aWln BJA-102 ROV,-OS
Professional Engineer's sea]provided onl tot verttrcatron of wrndload consttvcuon actails g