HomeMy WebLinkAboutProduct Approval 4/12/2018 Florida Building Code Online
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- zi_, t ; FL# FL15012-R5
Application Type Revision ',,13 �sJ ,
Code Version 2017 `a _�
Application Status Approved '' `�0
CPA
Comments
Archived _'j
Product Manufacturer C.H.I. Overhead Doors
Address/Phone/Email 1485 Sunrise Drive
Arthur,IL 61911
(217) 543-2135 Ext 4273
windloadengineering@chiohd.com
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.
a"• 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%2bh1d1GcB6vbo3b1fNF9fc3jKVVAr2O2w%3d%3d 1/5
4/12/2018 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 2/2 GP 0
FL# Model, Number or Name Description
15012.21 rhL; 2140, 2141,2240, 2241, 2150, 16'-00"to 10'-07"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 Z6l-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 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-16-01506
Residential Pan 16'-00"wide @ +30.6/-34.1 PSF,see drawing
for additional widths and pressures.
15012.22 ri; 2140,2141, 2240,2241, 2150, 11'-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 Z7-16-01306 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 Rept pan r5 s.pdf
ANSI/DASMA 108. Z7-16-01306 Residential Pan 16'-00"wide Created by Independent Third Party: Yes
@ +34.5/-38.4 PSF,see drawing for additional widths and
pressures.
15012.23 rj; 2140, 2141, 2240, 2241,2150, 12'-00"to 19'-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 Z8-16-01306 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 Rept pan r5 s.pdf
ANSI/DASMA 108. Z8-16-01306 Residential Pan 16'-00"wide Created by Independent Third Party: Yes
@ +39.5/-44.4 PSF,see drawing for additional widths and
pressures.
15012.24 rl; 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
Approved for use in HVHZ: No FL15012 R5 II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R5 II Z9-16-01306 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bh 1 d 1 GcB6vbo3b 1 fNF9fc3jKWAr2O2w%3d%3d 2/5
4/12/2018 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 Rept pan r5 s.pdf
ANSI/DASMA 108. Z9-16-01306 Residential Pan 16'-00"wide Created by Independent Third Party: Yes
@ +42.1/-46.9 PSF,see drawing for additional widths and
pressures.
15012.25 tf; 2140,2141, 2240, 2241,2150, 14'-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 Z10-16-01306 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 Rept pan r5 s.pdf
ANSI/DASMA 108.Z10-16-01306 Residential Pan 16'-00"wide Created by Independent Third Party: Yes
@ +48.2/-53.7 PSF,see drawing for additional widths and
pressures.
15012.26 tfl; 2140, 2141,2240, 2241,2150, 17'-00"to 18'-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 Z3-18-01306 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 Reptpan r5 s.pdf
ANSI/DASMA 108. Z3-18-01306 Residential Pan 18'-00"wide Created by Independent Third Party: Yes
@+18.7/-20.8 PSF,see drawing for additional widths and
pressures.
15012.27 thl; 2140, 2141,2240, 2241, 2150, 17'-00"to 19'-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 RE II Jamb Attachment Drawings s.pdf
Approved for use outside HVHZ: Yes FL15012 R5 II Z4-18-01306 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. Z4-18-01306 Residential Pan 18'-00"wide Created by Independent Third Party: Yes
@ +22.2/-24.7 PSF,see drawing for additional widths and
pressures.
15012.28 ti; 2140, 2141, 2240, 2241, 2150, 18'-00"to 16'-01"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 RS II Z4i-18-01506 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 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.Z4i-18-01506
Residential Pan 18'-00"wide @ +22.2/-24.7 PSF,see drawing
for additional widths and pressures.
15012.29 til; 2140,2141,2240,2241,2150, 18'-00"to 16'-01"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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bh 1 d 1 GcB6vbo3bl fNF9fc3jKWAr2O2w%3d%3d 3/5
4/12/2018 Florida Building Code Online
Approved for use outside HVHZ: Yes FL15012 R5 II Z6i-18-01506 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 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-18-01506
Residential Pan 18'-00"wide @ +30.3/-33.7 PSF,see drawing
for additional widths and pressures.
15012.30 tj; 2140,2141,2240,2241, 2150, 18'-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 Z7-18-01306 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 Reptpan r5 s.pdf
ANSI/DASMA 108. Z7-18-01306 Residential Pan 18'-00"wide Created by Independent Third Party: Yes
@+34.5/-38.4 PSF,see drawing for additional widths and
pressures.
15012,31 tk; 2140, 2141, 2240, 2241, 2150, 18'-00"to 10'-07"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.Rdf
Approved for use outside HVHZ:Yes FL15012 R5 II Z7i-18-01506 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 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. Z71-18-01506
Residential Pan 18'-00"wide @ +34.5/-38.4 PSF,see drawing
for additional widths and pressures.
15012.32 tl; 2140,2141, 2240,2241,2150, 17'-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 Z8-18-01306 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.Z8-18-01306 Residential Pan 18'-00"wide Created by Independent Third Party: Yes
@ +39.5/-44.4 PSF,see drawing for additional widths and
pressures.
15012.33 tm; 2140, 2141, 2240,2241, 2150, 18'-00"to 15'-04"wide by 20'high steel sectional ddor 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 Z8i-18-01506 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 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. Z8i-18-01506
Residential Pan 18'-00"wide @ +38.1/-42.5 PSF,see drawing
for additional widths and pressures.
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bh1d1GcB6vbo3b1fNF9fc3jKWAr2O2w%3d%3d 4/5
4/12/2018 Florida Building Code Online
15012.34 tn; 2140,2141,2240,2241,2150, 16'-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 Z9-18-01306 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. Z9-18-01306 Residential Pan 18'-00"wide Created by Independent Third Party: Yes
@+42.1/-46.9 PSF,see drawing for additional widths and
pressures.
15012,35 to; 2140,2141, 2240,2241,2150, 16'-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 Z10-18-01306 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. Z10-18-01306 Residential Pan 18'-00"wide Created by Independent Third Party: Yes
@ +48.2/-53.7 PSF,see drawing for additional widths and
pressures.
Go to Page01 0 Paget/20
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p. - O O ° m O N C9 M tD O2 Ol M M r0 r0 r0 N to r0 r0 r0 r0 r0 co r0 M O W W = 11.11 W cy "C
E .a 5 E o c i „ p ,a.1 N N N N m m m c c c c c c c c c c c c N O g Q {~n ,c2 ,c� x Q 0 b
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9(� a N E 3 ° 8 to U uci I- M N N .i .i .y .i 11 0c c0 c° 00 c0 0c c0 0° C C C C G 7. .7 M O .i a m V O �' ,T, U E
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0 a a, — ° �D.s 0 1 - M M N N N N N N N H N N N C e !i. K x f\n n N Cf 0o O o O j
bD N ,y C O C 40
F ""� W •m 5 O 3 . Z d a s 4 N O c0 n tO M a N .i O Q1 00 n tO tO 9• F CO 'I'll - - .•1 ro O N y � cO
e aggr rn m 1 30 E E u ., :i N N N N N . . . . . N N N c O ;;-04 .-I M m H A % w R' C
�'d v ,A d v ,G G C f0d W a' a a a a a a a a a a a a o O n LID M N u ro 3 ib to\e Oat '^ E G0 101 3 O 4.
F. IX o4C 'O C•p, E O. M N N N N N N N N N N N N N N N N N N N c F M 1V .i M _� co 00 .,
U N m
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'�_ N m o
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Q M h 3 F V] (, eV N N N N N N N N N .1 .1 .i .i .1 r .-I M O c 'n1, N N m rG .a a7 ,--1 00 U
Use SP values only both structure and are Southern Pine. 1/2"MIN 1/2"MIN
ifjamb1/2"MIN 1/2"MIN
Use SPF values when Spruce-Pine-Fir is present in structure or jamb material. ATTACHMENT OF ,,,/. ATTACHMENT OF\
Lesser spacing may be used to avoid interference with door hardware and or fastening system. 2x6 WOOD JAMB 2x6 AWTTACHMENT
OD JAMB
Maximum spacing shown in chart. %Z'SHEATHING ON SHEATHING
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B18.2.1 ,,I,.
When applying back jambs over dry wall or other non structural wall covering, ` /
use longer lags screws to insure 1-1/2"minimum embedment required. .. ...
Washer:1-1/8"minimum outside diameter,must conform to ANSI B 18.22.1 type A. 3"x 3"LAG SCREWS
Pre-drill 1/4"diameter pilot holes for lag screw insertion. 1-1/2"minimum lag screw edge distance required.
1/2"SHEATHING
Spruce-Pine-Fir(SPF)
MAX LAG SCREW SPACING(Inches)FOR DOOR WIDTH(max)vs DESIGN PRESSURE 3/8"x 3-1/2"LAG SCREWS
keep each area
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF)
IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF (---w:
/cjlearambof any back
attachment
5 9' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" ( /Afasteners
10' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21"
12' 24" 24" 24" 24" 24" 24" 24• 24" 24" 24" 22 20" 19" 18" (
14' 24" 24" 24" 24" 24" 24" 24" 24" 22" 21" 19" 17" 16" 15" g..
15' 24" 24" 24" 24" 24" 24" 24" 23" 21" 19" 18" 16" 15" 14" header i/v," j
16' 24" 24" 24" 24" 24" 24" 24" 21" 20" 18" 17" 15" 14" 13"
18' 24" 24" 24" 24" 24" 23" 21" 19" 17" 16" 15" 13" 12" 12" / +.
20' 24" 24" 24" 24" 24" 21" 19" 17" 16" 14" 13" 12" 11" 10"
22' 24" 24" 24" 24" 21" 19" 17" 15" 14" 13" 12" 11" 10" 9" 3"
24' 24" 24" 24" 22" 20" 17" 16" 14" 13" 12" 11" 10" 9" 9" }
26' 24" 24" 24" 21" 18" 16" 14" 13" 12" 11" 10" 9" 8" 8"
30' 24" 24" 21" 18" 16" 14" 12" 11" 10" 9" 9" 8" 7" 7.•
Southern Pine(SP)
MAX LAG SCREW SPACING(Inches)FOR DOOR WIDTH(max)vs DESIGN PRESSURE B
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEU(PSF)
IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF
5 10' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" Highest anchor installed at
12' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" least as high as door opening.
14' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21" 20"
m
15' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21" 19" 18"
16' 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 22" 20" 18" 17" Anchors to be evenly spaced between
18' 24" 24" 24" 24" 24" 24" 24" 24" 22" 21" 19" 17" 16" 15" the header and the floor.
20' 24" 24" 24" 24" 24" 24" 24" 22" 20" 19" 17" 16" 14" 14"
22' 24" 24" 24" 24" 24" 24" 22" 20" 18" 17" 16" 14" 13" 12" o m
24' 24" 24" 24" 24" 24" 22" 20" 18" 17" 15" 14" 13" 12" 11"
26' 24" 24" 24" 24" 23" 21" 19" 17" 15" 14" 13" 12" 11" 10" 2x6 structural grade lumber.
30' 24" 24" 24" 23" 20" 18" 16" 15" 13" 12" 11" 10" 9" 9" May be counterbored up to 3/8"deep at
r each anchor location to provide a
flush mounting surface.
````1111 I I li4,�� 0 0
��•�'_SCA?.//// First anchor to start at no more than
N.
�,•�G@NaF•,S „i half the fastener spacing distance and
• V
/no less than the minimum ed a distance.
g
NO.51737
Digitally signed by John E.Scates P. .7:-.. 1* = m
Date:2018.02.07,15:11:28-06'00' *1 * ° -=
•0 % STATE OF moi` (� - OOO SCALE none
Southern Pine(SP)specific gravity=0.55;load per anchor=620 pounds. / •11 • •• I Ivn pp
Spruce-Pine-Fir(SPF)specific gravity=0.42;load per anchor=482 pounds. % 0 %% �► OR,,Q':�+%` •
❑JL❑ ❑l�l�l� DATE
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure_) ���0�` o' h, � l o u E R H E A D o 0 o R s I 4-25-2017
These charts do not address spring pad connections to the building. John E.Scates,P:E. /// s`/ONA1.T '\ - Back Jamb Attachment Detail --
Alternative design may be approved by a registered professional engineer. 2560 King Arthur,Ste 124-54 0//��r 1%Lewisville,
LagScrew
Supporting structural elements shall be designed by a registered professional Lewisville,TX 75056 J
engineer for wind loads in addition to other loads. Florida P.E.#51737 Professional Engineer's seal provided only for '
TXPE 56308,F-2203 verification of windload construction details. C.H.I. Drawing: BJA-102 Rev.-06
Self tapping screws (with steel) Screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME BI8.2.1. .100"x 1" fillet welds
track Weldsperformed bya Certified Welder or inspected bya
' USE 9/16" %v"steel Jambs;allowable load per screw=444 lbs. p "
reverse IIIK
MINIMUM bracket or Allowable load per screw;12 gauge=209 Ibs,14 gauge=143 lbs,and 16 gauge=110 lbs. Certified Welding Inspector to verify integrity of welds.
DIAMETER 12 gauge or X6"steel Jambs;allowable load per weld=1,272 lbs.
WASHER IF i continuous Optional Washer:9/16"O.D.minimum;must conform to ANSI B18.22.1 type A. precautionswelding galvanized steel.
angle i Use all necessary when
' SCREW HEAD i angle Washer not required if fastener head has minimum 9/16"outside diameter.
IS LESS THAN _ : g Lowest fastener to be within 10-inches of the floor Welds to be evenly spaced between header and floor.
' 9/16"DIAMETER —VIIIIIV
Maximum spacing shown in chart. Lesser spacing may be used to avoid interference Lowest weld to be within 10-inches of the floor
U. with door component system. Minimum of 3 welds per jamb required.
' . 'I• tit. 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.
Load per jamb=0.5 x door width x max positive pressure x door height Cracks and blemishes shall be ground to a smooth
ATTACHMENT SPACING(inches) 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 !
1
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 track bracket or
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 ' i
18 24 36 36 36 36 9'-11 8'-2 6'-11 5'-9 4' 11 4'-4 3'-10 n/a n/a n/a n/a continuous angle 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 l , "
Ic Mr
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 A. i,
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'-1111'-0 9'-2 7'-10 6'-10 6'-1 5'-6 5'-0 4'-7 4'-1
.100"x 1"long fillet weld
9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-1110'-2 8'-11 7'-ll 7'-1 6'-6 5'-11 5'-4 4'-11 4'-6 4'-1 n/a ,n/a n/a n/a (E60XX Electrodes Min).
8 10 16 36 34 36 22'-4 18'-5 15'-8 13'-0 1V-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 Weld to be located vertically on
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 angle at spacing specified in chart
and tack weld toe of angle or
6 8 12 36 25 36 29'-10 24'-7 20'-1017'-5 14'-11 13'-0 1l'-7 10'-5 9'-6 8'-8 7'-10 7'-2 6'-7 6'-0 5'-6 5'-1 4'-9 4'-5 track bracket at same spacing.
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
n/a 6 8 36 18 36 40'-10 33'-7 28'-7 2V-11320'-5 17-1015'-1014'-3 13'-0 11'-11l0'-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'-1012'-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'-10 29'-30 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'-10 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'-11 20'-2 18'-5 16'-1115'-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'-30 30'-3 27-7 25'-5 23'-6 21'-11 20'-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'-1125'-0 23'-5
n/a n/a n/a 12 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 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
16ga 14ga 12ga 12ga 3 16" 3 16" DOOR WIDTH(feet and inches)atagiven DESIGN PRESSURE(PSF)
Alternative pr Tdessin alemay bei approved by a
/ / licensed professional engineer.
jamb jamb jamb jamb jamb jamb
Supporting structural elements shall be
ATTACHMENT SPACING(inches) designed by a licensed professional engineer
1108 I 1438 I 2098 1 12728 I 4448 112728 r 1 for wind loads in addition to other loads.
LOAD PER FASTENER(pounds) �`,W i l)1JJi/� This drawing does not address the jamb/wall
��� �� S•C� ��� design,but only door attachment.Jamb/wall
.f� 7. construction is shown only for illustration
Q•••iGENaF•;� / purposes. The building designer is responsible
\ f ,• for ensuring that the jamb/wall is sufficient to
• ••' carry the door live and static loads.
No.51737
SCALE
*. . 1* = ADO none
John E.Scates,P.E. •O.;. STATE OF ;4/` ❑ ❑ ❑ [ J E DATE p
2560 King Arthur,Ste-124-54 .00 11 ••• ;��\ ! OVERHEAD D O O R S ( 2-18-2015
/ At► • .EORVD:; - --
FlordaP Lewisville,#51737 Digitally signed by John E.Scates P.E. ///-.0 ''NA'-��� \ Steel Attachment Detail
TXPE 56308,F-2203 Date:2018.02.07 1,5:11:13-06'00' L /'if/1111W° J
Professional Engineer's seal provided only for verification of windload construction details. C.H.I. Drawing: BJA-103 Rev.-07
Simpson Titen HD;3/8"diameter x 3"long(minimum).
Simpson Wedge-All;3/8"diameter x 3"long(minimum).
ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 2"long with washer that conforms to ANSI B 18.22.1 type B.
Use a fastener for every track bracket unless the quantity of fasteners determined from this chart is more than the quantity of track brackets specified on the door drawing.
Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in chart.
Lesser spacing may be used to avoid interference with door hardware and or fastening system,but not less than 6". I. -
See chart for minimum edge distance required.
�, • rt
Load per jamb=0.5 x door width x max positive pressure x door height `i •
Manufacturer's installation instructions must be followed.
8"CMU block walls shall comply with ASTM C90. Use minimum 2000 psi grout or concrete when filling CMU. • l
Fastener spacing distance may vary+/-1".
FASTENER —,-
SPACING 'm
(inches)
Filled CMU DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF)
Simpson Simpson
Titen Wedge-
HD All 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
n/a 24 24'-3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5u-4 4'-11 4'-6 4'-2 n/a n/a
24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1
16 16 36'-5 30'-0 25'-6 21'-3 18'-2 15'-11 14'-2 12'-9 11'-7 10'-7 9'-7 8'-9 8'-1 7'-4 6'-9 6'-3 5'-10 5'-5
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
8 8 n/a n/a n/a n/a n/a 31'-10 28'-4 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'-11
8 n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-8 30'-0 27'-2 24'-9 22'-10 20'-10 19'-2 17'-9 16'-6 15'-5
Simpson Simpson 14•sf 17.sf 20•sf 24.sf 28•sf 32.sf 36•sf 40.sf 44•sf 48.sf 53•sf 58•sf 63•sf 69•sf 75•sf 81.sf 87•sf 93•sf
Men Wedge-
HD All DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF)
3/8" 3/8" FASTENER DIAMETER
2.75" 2.68" EMBEDMENT LENGTH
4" 4" EDGE DISTANCE
480# 340# FASTENER LOAD CAPACITY
These charts do not address spring pad connections to building.
Alternative design may be appmved by a
registered professional engineer.
Supporting structural elements shall be designed by aregistered
\ U I I I1// /// professional engineer for wind loads in addition to other loads.
\\\\t C. s(`-r This drawing does not address the wall design,but only door
� ``�ryYY attachment.Wall construction is shown only for illustration •
purposes. The building designer is responsible for ensuring
• •• j that the wall is sufficient to carry the door live and static loads.
No.51737
=
*I I
* •* Ii^ -11
HE
O SCALE none
73•0� STATE OF /1 .L." a❑_❑=00 DATE l Q
/ p \ ! OVERHEAD DOORS2-18-2015
John E.Scates,P.E.
2560Arthu54 CMU Block Wall
Digitally signed by,John E.Scates P.E. /�/ 6:„ --•c�
Lewisville,TX 75056 c
\ �` Attachment Detail
Florida P.E.#51737 Date:2018.02.07,15:10:59-06'00' ����/111 \\
TXPE 56308,F-2203 C.H.I. Drawing: BJA-104 Rev.-07
Professional Engineer's seal provided only for verification of windload construction details. g
Anchor:1TW Tapcon or Tapcon LDT or Simpson Strong-Tie Wedge-All. -
ITW Ramset/Redhead Tapcon,1/4"diameter,2"long(minimum) • . .
1TW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,2-3/4"long(minimum) > 1 _
Simpson Wedge-All;3/8"diameter x 2"long(minimum).
Use a fastener for every track bracket unless the quantity of fasteners determined from this chart is more than the quantity . _ "
of track brackets specified on the door drawing. I �'
FASTENER SPACING Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in chart. . - / 1_/
2500 psi concrete Lesser spacing maybe used to avoid interference with door hardware and or fastening system,but not less than 6". – -----
See chart for minimum edge distance required. I�
Simpson Concrete walls shall be minimum 2500 psi concrete and shall be of sufficient strength to resist loads.
Strong- Load per jamb=0.5 x door width x max positive pressure x door height. : l!mj I f I I.
111/1/Tapcon Tie Manufacturers installation instructions must be followed.
3/8" DOOR WIDTH (feet and inches)at a given DESIGN PRESSURE (PSF)
Wedge-
1/4" 3/8" All 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
24 36 24 24'-3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5u-4 4'-11 4'-6 4'-2 n/a n/a
24 36 22 26'-5 21'-9 18'-6 15'-5 13'-2 11'-7 10'-3 9'-3 8'-5 7'-8 6'-11 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11
24 36 20 29'-1 24'-0 20'-4 17'-0 14'-6 12'-9 11'-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5 5'-10 5'-5 5'-0 4'-8 4'-4
24 36 18 32'-4 26'-8 22'-8 18'-1016'-2 14'-2 12'-7 11'-4 10'-3 9'-5 8'-6 7'-9 7'-2 6'-6 6'-0 5'-7 5'-2 4'-10
24 36 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 5'40 5'-5
22 34 15 n/a 31'-8 26'-11 22'-5 19'-3 16'-1014'-1113'-5 12'-3 11'-2 10'-2 9'-3 8'-6 7'-9 7'-2 6'-7 6'-2 5'-9
21 32 14 n/a 33'-8 28'-7 23'-10 20'-5 17'-10 15'-11 14'-3 13'-0 11'-11 10'-9 9'-10 9'-1 8'-3 7'-7 7'-0 6'-7 6'-1
19 30 13 n/a 35'-1130'-6 25'-5 21'-9 19'-1 16'-1115'-3 13'-10 12'-8 11'-6 10'-6 9'-8 W-10 8'-1 7'-6 1-0 6'-6
17 26 11. n/a n/a 35'-3 29'-4 25'-2 22'-0 19'-7 17'-7 16'-0 14'-8 13'-3 12'-1 11'-2 10'-2 9'-4 8'-8 8'-1 7'-6
15 24 10 n/a n/a n/a 31'-9 27'-3 23'-10 21'-2 19'-1 17'-4 15'-11 14'-4 13'-2 12'-1 11'-0 10'-2 9'-5 8'-9 8'-2
13 20 8 n/a n/a n/a n/a 32'-8 28'-7 25'-5 22'-1120'-1019'-1 17'-3 15'-9 14'-6 13'-3 12'-2 11'-3 10'-6 9'-10
10 16 n/a n/a n/a n/a n/a n/a n/a 31'-9 28'-7 26'-0 23'-10 21'-7 19'-9 18'-2 16'-7 15'-3 14'-1 13'-2 12'-3
9 14 n/a n/a n/a n/a n/a n/a n/a n/a 32'-8 29'-9 27'-3 24'-8 22'-6 20'-9 18'-1117'-5 16'-2 15'-0 14'-0
8 12 n/a n/a n/a n/a _Oa n/a n/a n/a n/a n/a 31'-9 28'-9 26'-3 24'-2 22'-1 20'-3 18'-9 17'-6 16'-4
ITW Tapcon Simpson 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
Strong-
DOOR WIDTH (feet and inches)at a given DESIGN PRESSURE (PSF)
Tie
1/4" 3/8" 3/8" FASTENER DIAMETER Supporting structural elements shall be designed by aregistered
professional engineer for wind loads in addition to other loads.
n " F ''1 I I�i� , This drawing does not address the wall design,but only door
1.75 2.5 2.68" EMBEDMENT LENGTH ‘ //�
� 8 // attachment.Wall construction is shown only for illustration
2.5" 3" 4" EDGE DISTANCE \\\ X31 S. ..c47. /// purposes. The building designer is responsible for ensuring that
\\ 0 �pEN8F`�1Q / the wall is sufficient to carry the door live and static loads. This
508# 764# 340# FASTENER LOAD CAPACITY �: j drawing does not address the spring pad connections. Registered
i professional engineer may approved an alternative design.
_ 51737No.
* i* ^ [ J[
SCALE none
John E.Scares,P.E. * i Cr 0002560 King Arthur,Ste 124-54 'O ,. STATE OF ;t. ❑ ❑EIDE] DATE
• *4/\ 10 V E R H E A D D 0 0 R S I 2-18-2015
Lewisville,Tx 75056 �� •• P, . Z
— .t� CORS,
` . • --- — Concrete Wall
Florida P.E.#51737 -- // t(. `..--,_, •� \. — ----- -
Digitallysigned byJohn E.Scates P.E.
TXPE 56308,F-2203 L ///��'%Ni;W.�\\� J Attachment Detail
Date:2018.02.0715:10:42-06'00' C.H.I. Drawing: BJA-105 Rev.-06
Professional Engineer's seal provided only for verification of windload construction details. g
Place as many track brackets as necessary at an on-center(O.C.)spacing no greater than 1/2"
the distance shown on chart for appropriate pressure and width combination. MIN
•
Refer to door drawing installation instructions for floor to first bracket spacing. IT Field drilling of bracket attachment holes into the track will be required.
Lag screw:5/16"diameter x 1-5/8"minimum long;
must conform to ANSI/ASME B 18.2.1
Lag screws must be seated in full height frame members.
1-1/2"minimum lag screw embedment into structural wood.
1/2"minimum lag screw edge distance required. DRY WALL/SHEATHINGLI
Ti
TRACK BRACKET MOUNTING
SURFACE MUST BE FULLY
SUPPORTED BY WALL STUDS �- I�
\
5/16"X 1-5/8"LAG SCREWS
MAX TRACK BRACKET SPACING (Inches) FOR DOOR WIDTH vs DESIGN PRESSURE FOR SPRUCE-PINE-FIR
WIDTH DESIGN PRESSURE IN POUNDS PER SQUARE FEET
IN FEET 12 PSF 115 PSF 118 PSF 121 PSF 124 PSF 127 PSF 130 PSF 133 PSF 136 PSF 139 PSF 142 PSF 146 PSF 150 PSF 153 PSF
5 7' 28" 28" 28" 28" 28" 28" 28" 28" 28" 25" 24" 21" 20" 19"
8' 28" 28" 28" 28" 28" 28" 28" 26" 24" 22" 21" 19" 17" 16"
9' 28" 28" 28" 28" 28" 28" 26" 23" 21" 20" 18" 17" 15" 14"
10' 28" 28" 28" 28" 28" 26" 23" 21" 19" 18" 16" 15" 14" 13"
12' • 28" 28" 28" 28" 24" 21" 19" 17" 16" 15" 14" 12" 11" 11"
14' 28" 28" 28" 24" 21" 18" 16" 15" 14" 12" 12" 10" 10" 9"
15' 28" 28" 26" 22" 19" 17" 15" 14" 13" 12" 11" 10" 9" 8"
16' 28" 28" 24" 21" 18" 16" 14" 13" 12" 11" 10" 9" 8" 8"
18' 28" 26" 21" 18" 16" 14" 13" 11" 10" 10" 9" 8" 7" 7"
20' 28" 23" 19" 16" 14" 13" 11" 10" 9" 9" 8" 7" 7" 6"
r
`���11�111��h,,,6. SCA ,
i Digitally signed byJohn E.Scates P.E.
No.51737 9 Y 9 ..
Date:2018.02.07 15:1.0:29-06'00'
* •* 7
For door jambs Spruce Pine Fir(SPF),specific gravity=0.42 or better; * ; : SCALE
max load per anchor=67%of 439 pounds. •:::'0%• STATE OF �•wSu. V OOH none
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) :. 0�•� •2 �❑ ❑_❑�0� DATE
A•••Fi OP N 4-20-2017
O-- " 6 • IOVE RNEAD D00R5
Alternative design may be approved by a-licensed professional engineer. ___ / �s ._.. � �� _
Supporting structural elements shall be designed by a licensed professional engineer John E.Scates,P.E. //� s/ONAL��‘\� -- - Track Bracket Attachment-Detail- -- -
for wind loads in addition to other loads. 2560 King Arthur,Ste 124-5411111% �� Spruce Pine Fir(SPF) Jambs
The suitability of the structural building components must be verified by the engineer of Lewisville,TX 75056 J P
record for the building. Florida P.E.#51737 Professional Engineer's seal provided only for
TXPE 56308,F-2203 verification of windload construction details. C.H.I. Drawing: BJA-106 Rev.-04