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FL# FL15012-R8 REVIEWED;;+Wj FOR
Application Type Revision CODE COMPLIANCE
�IA
Code Version 2020
Approved
STa L mCI C ral
Application Status Approved (� CC
Comments
01
Archived
Product Manufacturer C.H.I. Overhead Doors
Address/Phone/Email 1485 Sunrise Drive
Arthur,IL 61911
(217)543-2135 Ext4273
windloadengineering@chiohd.com
Authorized Signature Pat Hunter
windloadengineering@chiohd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Em a I I.
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i 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.,an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2023
Validated By Kurt Dietrich PE
Y, Validation Checklist-Hardcopy Received
Certificate of Independence FL35012 R8 COI Cert of Ind Scates 2020 CHI s.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2017
ANSI/DASMA 115 .2017
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
4'
Date Submitted 10/12/2020
Date Validated 10/14/2020
Date Pending FBC Approval 10/22/2020
Date Approved 12/15/2020
Summary of Products
Go to Page Page 1/2
FL# Model,Number or Name Description
15012.1 15012.01 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths V-00"through 9'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z4-09-0131-7 s.pdf
Impact Resistant: No Verified By:John E.Scates,PE FL 51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.2 15012.02 Pan Doors,Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths V-00"through 10'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS012 R8 II JambAttachmentDetails 2020 s.p-df
Approved for use outside HVHZ:Yes FL15012 R8 II Z5-09-0131-7 s.p—d
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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Re tt pan s.pdf
Created by Independent Third Party:Yes
15012.3 15012.03 an Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths V-00"through 9'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z6i-09-01508 s.pd
Impact Resistant:Yes Verified By:John E.Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load and impact Evaluation Reports
applications. FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.4 15012.04 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths V-00"through 9'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z7-09-0131-7 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Regt_oan s.pjif,
Created by Independent Third Party:Yes
15012.5 15012.05 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 8'-00"through 14'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z9-09-0131-7 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 wind load applications. Evaluation Reports
FLIS012 R8 AE FL15012 Eval Rep!-pan s.pdf
Created by Independent Third Party:Yes
15012.6 15012.06 Pan Doors,Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6'-00"through 10'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z3-10-01307 s.pd
Impact Resistant: No Verified By:John E.Scates,P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other: Sectional doors provided for wind load application. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rent than s.pdf
Created by Independent Third Party:Yes
15012.7 15012.07 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths V-00"through 11'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z4-10-01307 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Repdpan s.pdf
Created by Independent Third Party:Yes
15012.8 15012.08 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths V-00"through 12'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z5-10-01307 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eva] Rept l2an s.pd
Created by Independent Third Party:Yes
15012.9 15012.09 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths V-00"through 10'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z6-10-01307 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.10 15012.10 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 10'-00"through 12'-00"see drawing for
applicable pressures
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z6-10-0131-7 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.11 15012.11 Pan Doors,Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 7'-00"through 10'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z8-10-01307 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.12 115012.12 Pan Doors,Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 8'-00"through 11'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z10-10-01307 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eva[ Rept pan s.pdf
Created by Independent Third Party:Yes
S
15012.13 15012.13 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6'-00"through 10'-06"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z10i-10-01508 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 wind load and impact Evaluation Reports
applications. FL15012 R8 AE FL15012 Eval Rept p�s_pdf
Created by Independent Third Party:Yes
15012.14 15012.14 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 11'-00"through 16'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z3-16-01307 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Reptpan s.pdf
Created by Independent Third Party:Yes
15012.15 15012.15 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 13'-00"through 16'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z3-16-0131-7 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eva[ Rept pan s.pdf
Created by Independent Third Party:Yes
15012.16 15012.16 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 11'-00"through 16'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z4-16-01307 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.17 15012.17 Pan Doors,Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 10'-07"through 16'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z4i-16-01508 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 wind load and impact Evaluation Reports
applications. FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.18 15012.18 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 11'-00"through 16'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z5-16-01307 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 wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rept awn s.pdf
Created by Independent Third Party:Yes
15012.19 15012.19 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 11'-00"through 17'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z6-16-01307 s.pd,�
Impact Resistant: No Verified By:John E.Scates,P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FLIS012 R8 AE FLIS012 Eva[ Rep_Lpr s_pd
Created by Independent Third Party: Yes
15012.20 15012.20 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 10'-00"through 20'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetailS 2020 s.pdf
Approved for use outside HVHZ:Yes FLIS012 R8 II Z6-16-0131-7 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 wind load applications. Evaluation Reports
FLIS012 R8 AE FLIS012 Eva[ Rept pan s.pdf
Created by Independent Third Party:Yes
Go to Page Page 1/2'
Back ^fc=.xt
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
�x z � ,X
When applying back jambs over dry wall or other non-structural wall covering,use longer fasteners to insure minimum embedment required.
This chart applies to 2x6 wood species with specific gravity of 0.55(Southern Pine)or better.
Each anchor requires a 1-1/2"diameter washer that complies with ANSI B18.22.1 type B.
3/8"DeWALTScrew-Bolt+ Embed 3.5",Min Edge Dist 3.5",Min spacing 9"
3/8"POWERS Wedge-Bolt+ Embed 3.5",Min Edge Dist 3.5",Min spacing 9"
2500 PSI CONCRETE 3/8"HIM KWIkBolt3 Embed 2.5",Min Edge Dist 3",Min spacing 6" keep each area
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) clear of any back
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 60 PSF 63 PSF jamb attachment
fasteners
S 91 24" M. 24" 24" 2V 24" 24" 24" 24" 24" 2V 24" 24" 2V
10, 24" M. 24" 24" 24,• 24" 24" 24" 24" 24" 24" 24" M. 24" iat
12' 24" M. 24" 24" 24" 24" 24" M. 2V 24" 24" 24" M. 24" $"
14' 24" M. 24" 24" 24" 24" 24" 24" 24" M. 24" 24" M. 24" header
15, 24" W. 24" 24" W. 24" 24" M. 24" 24" 24" 24" M. 24" s„
16' 24" M. M. 24" 2V 24" 24" M. 24" 24" 24" W, M. 24"
3"
18, 24" W. M. 24" 24" 24" 24" 24" 24" 24" 24" 24" M. 24"
20' 24" 24" W. 24" W. 2V 24" M. 24" 24" 24" 24" 24•• 24"
22' 24" W. M. 24" W. 24" 24" W. 24" 24" 24" 24" 24" 24"
24' 24" 24" 24" 24" 24" 24" 24" 24" M. 24" 24" 24" 23" 22"
26' 24" 24" 24" 24" W. M. 24" M. 24" 24" 24" 23" 21" 20"
30' 24" W. M. 24" W. 2,V 24" W. 24" 23" 22" 20" 18•' 17"
3/8"DeWALTScrew-Bolt+ Embed 3.25",Min Edge Dist 1.5",Min spacing 3'
CMU FILLED W/2000 PSI GROUT 3/8"Hilti KwikBolt3 Embed 2.5",Min Edge Dist 4",Min spacing 8" Highest anchor installed at
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) least as high as door opening. o
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 Anchors to be evenly spaced between
the header and the floor.
<9' 24" W. 24" 24" 24,• 24" 24" 24" 24" 24" 24" 24" 24" 24"
10, 24" 24" 24" 24" 24" 2,V' 24" 24" 2,V' 24" 24" 24" 24•' 24"
12' M. M. 24" 24" 2V 24" 24" 24" 24" 24" 24" 24" W. 24'•
14' 24" W. 24" 24" 24" 24" 24" M. 24" 24" 24" 23" 21" 20" 2x6 Southern Pine/Structural grade lumber
15, 24" M. 24" 24" 24" 24" 24" 24" 24" 24" 24" 22" 20" 19" May be counterbored up to 3/8"deep at
each anchor location to provide a
16' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 22" 20" 19" 18" flush mounting surface.
18, 24" 24" 24" 24" 24" 24" 24" 24" 23" 21" 20" 18" 1T' 16"
20' 24" 24" 24" 24" 24" 24" 24" 23" 21" 19" 18" 16" 15" W,
22' 24" M. M. 24" 24" 24" 23" 21" 19" 18" 16" 15" 14" 13" First anchor located at no more than
24' 24" 24" 24" 24" M. 23" 21" 19" 17" 16" 15" 14" 13" 12" 10"above floor,but no
26' 24" 24" 24" 24" 24" 21" 19" 18" 16" 15" 14" 13" 12" 11" less than the minimum edge distance.
30' 24" 24" 24" 24" 21" 19" 17" 15" 14" 13" 12" 11" 10" 9"
r Supporting structural elements shall be designed by a
�```,��"'�✓♦����i registered professional engineer for wind loads in addition
sCgT / to other loads.This drawing does not address the jamb/wall
-,� /� design,but only door attachment.Jamb/wall construction is
'Q {�`��\GE Nab'•�• shown only for illustration purposes.The building designer
• ' is responsible for ensuring that the jamb/wall is sufficient
NO.51737 0 to cant'the door live and static loads. This drawing does
i not address the spring pad connections. Registered
it * professional engineer may approved an alternative design.
�0 STATE OF : / EEL
��� scACE
Digitally signed by:.John E.Scates,P.E. 'p ; v! none
Manufacturers installation insturctions must be followed. • 0 �� � pp0 DATE
Lesserispacing may be used to avoid interference with door hardware spacing shown in chart. Date:2020.09.04.1'7 49:50-05'00' /�/Ads�(QR� d o n o e 03-26-2020
x N,
and or fastening system,but not less than 8". John E.Scates,P.E. // SIQNAL ��
Load per jamb=0.5 x door width x max positive pressure x door height. 2560 Kin Arthur,Ste 124-54 /Il \\ Back Jamb Attachment Detail
P J P P g g ��I"�",��.
8"CMU block walls shall comply with ASTM C90. Lewisville,TX 75056 Concrete Anchors
Use minimum 2000 PSI grout or concrete when filling CMU. Florida P.E.#51737 Professional Engineers seal provided only for
Fastener spacing distance may vary+/-1". TXPE 56309,F-2203 verification of windload construction details. C.H.I. Drawing: BJA-IO1R8
Use Southern Pine table only if both structure and jamb are Southern Pine. 112"MIN 1/2"MIN 1/2"MIN 1/2"XIN
Southern(SPF)table if the structure is Spruce-Pine-Fir or unknown,2x6 jambs must always be Southe Pine. ATTACHMENT OF 2x6 ATTACHMENT OF 2x6
Lesser spacing may be used to avoid interference with door hardware and or fastening system. SOUTHERN PINE JAMB SOUTHERN PINE JAMB
Maximum spacing shown in chart. t ON SHEATHING
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1 �z„SHEATHING
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 1318.22.1 type A. %"x 3"LAG SCREWS
Pre-drill 1/4"diameter pilot holes for lag screw insertion. 1-1/2"minimum lag screw edge distance required on 2x6.
Spruce-Pine-Fir(SPF)STRUCTURE %2"SHEATHING
MAX LAG SCREW SPACING(Inches)FOR DOOR WIDTH(max)vs DESIGN PRESSURE Y8"x 3-1/2"LAG SCREWS
keep each area
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) clear of any back
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 jamb attachment
<_9' 24" M. 24" 24" M. 24" 24" 24" 24" 24" 24" 24" 24" W. fasteners
10, 24" M. 24" 24" 2,V 24•' 24" 24" 24" 24" 24" M. 23" 21"
12' 24" M. 24•• 24" M. 24" 24" M. 24" 24" 22" 20" 19" 18"
14' 24" 24" 24" 24" 24" 24" 24" Ml. 22" 21" 19" 17" 16" 15" Affle//),
$„
15, 24" M. 24" 24" 24" 24" 24" 23" 21" 19" 18" 16" 15" 14" header
16' 24" 24" 24" 24" M, 24" 24" 21" 20" 18" 17 15" 14" 13"
18, 24" 24" 24" 24" 24" 23" 21" 19" 17" 16" 15" 13" 12" 12" 8"
20' 24" 24" 24" 24" M. 21" 19•1 17" 16" 14" 13" 12" 11" 101, /
22' 24" 24" 24" 24" 21" 19" 17" 15" 14" 13" 12" 11" 10" 9.. 3"
24' 24" M. 24" 22" 20" 17" 16" 14" 13" 12" 11" 10" 9" 9"
26' 24" 24" 24" 21" 18" 16" 14" 13" 12" 11" loll 9" V. B"
30' 24" 24" 21" 18" 16" 14" 12" 11" 10" 9" 9" 8" 7" V.
Southern Pine(SP)STRUCTURE
MAX LAG SCREW SPACING(Inches)FOR DOOR WIDTH(max)vs DESIGN PRESSURE
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF)
IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF
5 10, 24" 24" ?W 24" 24" 24" 24" 24" 24" 24" 7W M. 24" 24" Highest anchor installed at
12' 24" M. 24" 24" 24" M. 24" M. 24" 24" M. W. 24" 23" least as high as door opening.
14' 24" M. 24" 24" 2V 2V 24" 24" M. 2,V' 24" 23" 21" 20"
15' 24" M. 24" 24" 24" M. 24" 24" W. 2,V' 23" 21" 19.1 18" ell
16' 24" 24" 24" 24" 24' M. 24" 24" 24" 23" 22" 20" 18" 17" Anchors to be evenly spaced between
18' 24" 24" 24" 24" 24" W. 24" 24" 22" 21" 19" 17" 16" 15" the header and the floor.
20' 24" W. 24" 24" 24•• 24" 24" 22" 20" 191• 17" 16" W, W,
22' 24" 24" 7W 24" 24" M. 22" 20" 18" 17" 161• W, 13" 12"
24' 24" 24" 24" 24" 24" 22" 20" 18" 17" 15" 14" 13" 12" 11"
26' 24" 24" 24" 24" 23" 21" 19" 17" 15" W' 13" 12" 11.. 10" 2x6 Southern Pine structural grade lumber.
30' 24" 24" 24" 23" 20" 18" 16" 15" 13" 12" 11" 10" 9" 9" May be counterbored up to 3/8"deep at
each anchor location to provide a
r flush mounting surface.
Cq j,//�i First anchor located at no more than
\ Q,-'\GEN8$•, / 10 inches above the floor and
no less than the minimum edge distance.
No.0737
Digitally signed by John E.Scates,P.E. 1' STATE OF �� ��� SCALnone
Southern Pine(SP)specific gravity=0.55 Date:2020.09.041'1.49:24-05'00' i f 4 OCI�Spruce-Pine-Fir(SPF)specific gravity=0.42 `.� OP': ��• &gj
❑ ❑�0� DATE
P ] ( g ) ( ) ( P pressure) //��� CORi 0 � o v R H A o 0 0 o s 03-26-2020
Maximum load per jamb=0.5 x door height)x door width x maximum positive ressure .�
These charts do not address spring pad connections to the building. John E.Scares,P.E. Z//� SIONAL �� Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. 2560 King Arthur,Ste 124-54 �I�I 1("�,\Lewisville,TX 75056 Lag Screw
Supporting structural elements shall be designed by a registered professional .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-102R7
Self tapping screws
(with steel)
Reverse Angle Only
Screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B 18.2.1.
Washer:9/16"O.D.minimum;must conform to ANSI 1118.22.1 type A.
Lowest fastener to be within 10-inches of the floor
For 3/16 jambs,locate screws as shown on door drawing.
For 12ga jambs,use(2)screws at each location shown on door drawing.
Add holes to continuous angle as required to satisfy fastener quantity.
This document does not address spring pad connections to the building.
.100"x 1"fillet welds
Reverse Angle
Welds performed by a Certified Welder or inspected by a
Certified Welding Inspector to verify integrity of welds.
.100"x 1"long fillet weld 12 gauge or Yw"steel Jambs;allowable load per weld=1,272 lbs.
(E60XX Electrodes Min). Use all necessary precautions when welding galvanized steel.
Weld to be located vertically on heel of Locate welds in same location as jamb brackets on door drawing.
angle and toe of angle at same locations
as jamb brackets on door drawing.
Minimum of 3 welds per jamb allowed.
Fillet welds to have a straight or convex face surface.
Tack weld toe of angle at same spacing to prevent rotation of track angle.
Cracks and blemishes shall be ground to a smooth
contour and checked to ensure soundness.
.100"x 1"long fillet weld Bracket Mount or This document does not address spring pad connections to the building.
(E60xx Electrodes Min>. Leg Out Angle
Weld to be located vertically on heel of
angle and toe of angle at same locations
as jamb brackets on door drawing.
r
`o , ' Alternative design may be approved by a registered
2 professional engineer.
O�,I;CE�a� ��' �/ Supporting structural elements shall be designed by a registered
• �r professional engineer for wind loads in addition to other loads.
• NQ,51737 ,
1 This drawing does not address the jamb/wall design,but only door
� attachment.Jamb/wall construction is shown only for illustration
purposes.The building designer is responsible for ensuring that
*; * thejamb/wall is sufficient to carry the door live and static loads.
Digitally signed by JohnE.Scates,P.E. �� ��, STAB OF ���� LEH
CMDEDSCALEnone
Date:2020.09.04;11'c49:08 05'00' 0�;•, � ,�P,:�1+ _ ❑��� DATE 3-26-2020
John E.2560 King Arthur,Scales,P.E.24-54 Ili;&10NA� \X
Lewisville,TX 75056 m�,�, J Steel Attachment Detail
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-103R8
3/8"DeWALT Screw-Bolt+Minimum Embedment 3.25",Minimum Edge Distance 1.5",Minimum spacing 3"
3/8"Hilti KwikBolt3 Minimum Embedment 2.5",Minimum Edge Distance 4",Minimum spacing 8",
Hilti KwikBolt3 not applicable when minimum track bracket spacing is less than 8".If expansion anchors are required,see wall buck mounting instruction BJA-101.
Locate anchors as shown on door drawing.
Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor.
Load per jamb=0.5 x door width x max positive pressure x door height
This document does not address spring pad connections to the building.
8"CMU block walls shall comply with ASTM C-90 and shall be filled with minimum 2000 psi grout or concrete.
Move track brackets up or down up to 1-1/2"to avoid installing anchors into grout lines
MINIMUM EDGE DISTANCE MINIMUM EDGE DISTANCE
i
MINIMUM EMBEDMENT MINIMUM EMBEDMENT
MINIMUM 1X4 SPRUCE PINE FIR
TRACK BRACKET MOUNTING SURFACE
MUST BE FULLY SUPPORTED
\``,, ' Alternative design may be approved by a registered
SC,4( ��/`,� professional engineer.
�►��.� Supporting structural elements shall be designed by a registered
N.
professional engineer for wind loads in addition to other loads.
. This drawing does not address the jamb/wall design,but only door
NQ,M737 y 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.
lit
Digitally signed by John E.Scates,P.E. '0'.� STATE OF ;'. ` p.00 SCALEnone
Date:2020.09.04,11.48:53-05'00' �Pz
Q . P. 2 �J❑LJLJ❑�❑ p� DATE
��i��`• L'QR1Oi 6``�` 0 E R H E D 0 0 5 03-26-2020
2560 King hn Arthur Ste 124-54 Scates,P.E.
.1SS/,NA L�610? Attachment Block Wall
etail
Lewisville,TX 75056 III
J
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-1O4R8
A
1/4"Tapcon+(PLUS)Minimum Embedment 2.0",Minimum Edge Distance 1.63",Minimum spacing 3"
1/4"Hilti KwikBolt3 Minimum Embedment 2.0",Minimum Edge Distance 2.63",Minimum spacing 6",
Hilti KwikBolt3 not applicable when minimum track bracket spacing is less than 6".If expansion anchors are required,see wall buck mounting instruction BJA-101.
Each anchor requires a minimum 9/16"O.D.washer that conforms to ANSI B 18.22.1 type A
Locate anchors as shown on door drawing.
Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor.
Load per jamb=0.5 x door width x max positive pressure x door height
This document does not address spring pad connections to the building.
Concrete walls shall be minimum 2500 psi concrete and of sufficient strength to resist loads.
MINIMUM EDGE DISTANCE MINIMUM EDGE DISTANCE
/
MINIMUM EMBEDMENT XENR"EMBEDMENT^7MINIMUM 1X4 SPRUCE PINE FIR
TRACK BRACKET MOUNTING SURFACE
MUST BE FULLY SUPPORTED
r 1
Alternative design may be approved by a registered
professional engineer.
`�� ►�.`•NS Supporting structural elements shall be designed by a registered
' �� E �,
O� �t professional engineer for wind loads in addition to other loads.
This drawing does not address the jamb/wall design,but only door
No.51737 attachment.Jamb/wall construction is shown only for illustration
i purposes. The building designer is responsible for ensuring that
the jamb/wall is sufficient to carry the door live and static loads.
Digitally signed by John E.Scates,P.E. ; &o= SCALE
Date:2020.09.041:1.48:41 -05'00' i `. BTATEOF ; IN` M 000 none
0 %.LLOR10P:p�2 o ❑ RwM❑A ❑000 DATE 03-26-2020
John E.Scates,P.E.2560 K Concrete
Arthur Ste 124 54 /���//�j�� NA �?��� ee all
Lewisville,TX 75056 Attachment 1
J
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-105R7
Refer to door drawing installation instructions for bracket spacing.
To avoid splitting wood,drill pilot holes with 3/16"sized drill bit.
Lag screws must conform to ANSI/ASME B 18.2.1:
use 5/16"diameter x 1-5/8"minimum long when mounting directly to 2x4 southern pine jambs,
longer lag screws required when mounting through wood and drywall or directly to spruce-pine-fir;
1-1/2"minimum lag screw embedment into southern pine.
2-1/2"minimum lag screw embedment into spruce-pine-fir.
1/2"minimum lag screw edge distance required.
Lag screws must be seated in full height frame members.
1/2"
MIN MIN
1-1/2"min for southern pine
2-1/2"min for spruce pine fir 1-1/2"min for southern pine
VV2-1/2"min for spruce pine fir
DRY WALL/SHEATHING DRY WALL SHEATHING
MINIMUM 1X4 SPRUCE PINE FIR
TRACK BRACKET MOUNTING
SURFACE MUST BE FULLY
TRACK BRACKET MOUNTING �� SUPPORTED BY WALL STUDS Ju
SURFACE MUST BE FULLY 7
SUPPORTED 5/16"MIN.DIAMETER LAG SCREWS
5/16"MIN.DIAMETER LAG SCREWS
r
N\�p'j1....Br'F.'o�tA z�/ii
Digitally signed by John E.Scates,P.E. No.51737
Date:2020.09.041;f 48:24-05'00'
For door jambs structural southern pine(SP),specific gravity=0.55 or better; * �' = I]�I] SCALE
spruce-pine-fir(SPF),specific gravity=0.42 or better. 0 �� STATE OF :�N` OHO none
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) / d
► .�IORVDP' (���� oREJ❑ Q ❑ OC�� DATE 03-26-2020
Alternative design may be approved by a licensed professional engineer.
Supporting structural elements shall be designed by a licensed professional engineer John E.Scates,P.E. Nil
`��� Track Bracket Attachment Detail
for wind loads in addition to other loads. 2560 King Arthur,Ste 124-54 it I I i I I �
The suitability of the structural building components must be verified by the engineer of Lewisville,TX 75056 Wood Jambs
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-106R5
CAL WREAD BOORS
MINDBREMER
000
SERIES `; iSeries
Supplemental Instructions
Pan Doors: Residential
Higher wind pressures and larger doors require additional
reinforcement.
ACAUTION Premature failure of door system may result from improper
application.
See chart in lower left corner of drawing sheet one for the
approved wind pressures and door sizes.
These supplemental instructions do not contain basic door
installation steps and related safety information.
AWARNING Failure to follow basic installation steps and related safety
information may result in injury or death.
Door installers must follow a primary instruction manual for
basic.door installation steps and related safety information.
F
The correct selection of door and framing materials in adherence with local ��1..:_sC � �
building code directives is the responsibility of the building owner/designer. �� >O,•v�GaNdF• S /�
Use of a reinforced garage door does not constitute automatic compliance with
any building code. Local building code officials determine compliance criteria. No.51737
A locking system must be installed if the door is not electrically operated.
�O STATE OP , `
. �tI
See drawing for stop molding requirements when door is not more than 1"wider than opening. 0;•, FCORQq %
When using stop molding,secure molding with minimum 8d nails or 2-1/2"long screws. S/ONA�- �a``*
John E.Scates,P.E.
Digitally signed byJohn E.Scates,P.E. 2560 King Arthur,Ste 124-54 Professional Engineers seal
Lewisville,Texas 75056 provided only for verification of
Date:2020.09.291153:38-05'00' TXPE 56308,F-2203 windload construction details
Supplemental—Instructions—Pan Copyright 2020 C.H.I.Overhead Doors Florida P.E.#51737
Page 1 of 5
For Use With Drawing Number
Z10i-10-01508
Strut Placement
Door Height
Section Number 6-6"to 7'-0" 7'-6"to 8'-0" 8'-Y to g'-9" 9-0"io 10'-6" 10'-9"to l2'-Y 12'-6"to 14'-0" 14-Y to lS-9" l6-0"to 17-6" 17-9"to 19'-Y 19'-6"to 20'-0"
12 N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 at Detail A
11 N/A N/A N/A N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B
10 N/A N/A N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B
9 N/A N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B
8 N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B
7 N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B
6 N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B
5 N/A 1 at Detail A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B
4 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B
3 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B
2 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B I at Detail B 1 at Detail B
1 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C
Push Nut Detail (use on all rollers)
use 3/8"I.D.on bottom fixture roller stem
use 7/16"I.D.on end hinge and top fixture roller stems
Push nut:Slide roller into fixture and tap
push nut onto roller stem using 1/2"socket
and hammer. Leave 1/8"to 1/4"space
between push nut and fixture. E
Track Bracket Spacing
Track bracket spacing shown for doors up to four sections high.Additional
door sections may be added for maximum door height depicted on door D
drawing. Track brackets must be added(per track)for each section and
spaced at a distance not greater than the corresponding section height(see
door drawing for required quantities).
Strut Placement Concerning Windows C
Do No[
Where a strut crosses a window,it is acceptable to move the strut from a Exceed
position of"Strut above hinge"down to"Strut on top half of the hinge".
E 10"
D 28" B
Strut Strut C 28"
B 6-1/2" A
v
A 3-1/2"
End Hinge End Hinge +/-3"tolerance
Strut above hinge Strut on top half of hinge Page 2 of 5
i
For Use With Drawing Number
ZlOi-10-01508
Strut Placement Detail
Strut End Hinge
End Hinge
Strut
trut
Top Fixture End Hinge
Strut above top fixture Strut below hinge Strut in center of section
Detail A Detail B Detail C
Optional Windows
Intermediate Hinge
A Strut
B Strut
,
B Strut
C , ' Strut
0
4 Struts
Page 3 of 5
4 3 2 1
Glazing Options: By C.H.I.
exterior mounted-factory installed with decorative frame
-16-3/4"x 10-1/4"D.L.O.
-1/4"Polycarbonate,2-1/2"larger than Day Light Opening
-3/16"bulbing rivets,12 total
Or,as provided by National Door Industries
D -16-3/4"x 10-1/4"max daylight opening D
Grooved,1/4"Polycarbonate
Aluminum Frame
10'-0"width shown
(see notes for other widths)
Impact Windows
(see Glazing Options
U td td p y
door height ° b w
y o• y m
4D ® ^ u®D® 6'
1D -6"to 7'-0" 4 4 4
C Top Fixture . T 2 8'-3"to 8'-9" 5 5 5 C
4D Flag 9'-0"to 10'-6" 6 6 6
2 Bracket 10'-9"to 12'-3" 7 7 7
7 End Stile ' IT-6"to 14'-0" 8 8 8
3B 14'-3"to 15'-9" 9 9 9
2 1C
M12
EndHinge 2 TrackBracket 19'-6"to 20-0
Bottom Fixture
Track bracket quantities shown are
for use with grade 2 or better Southern
2$ 2A Yellow Pine.Refer to Jamb Attachment
B 2 2 Detail supplemental instructions for B
usage of alternate jamb materials.
Intermediate Strut Supporting structural elements shall
Hinge be designed by a registered professional
II j engineer for wind loads shown on this
Sr ', drawing.If door is not electrically
S, C4� JX operated,a lock must be installed.
i
Complies with IBCARC 2018.Tested per ANSIMASMA 108 and 115 ` ,' No.51737
Maximum door height: 20'-00" i
Glazing and door have been tested for windbome debris.
<p STATE OF �ty
Width Design Pressure(PSF) Stile Qty. ��0��• _FL ` P�`a;
10'-06" +44.7/-51.5 4 •. ORO,G`v 6 `� I(�� I�7nn� A
A T- 10" +47.3/-54.5 3 SIONA`t` ``` John E.Scales,P.E. v uu ��� nts
9'-00" +49.9/-56.7 3 r"f,"e O o 000o we
08 27 2020
8'-00" +49.9/-56.7 3 2560 King Arthur,Ste 124-54 Models Series:
7'-00" +49.9/-56.7 2 Professional Engineer's seal provided Lewisville,TX 75056 Pan Doors,Residential
6'-00" +49.9/-56.7 2 only for verification of windload TXPE 56308,F-2203 C.H.I.Drawing:Z10i-10-01508
construction details Florida P.E.#51737
page 4 of 5
4 3 2 1 1
4 3 2 1
Strut(if applicable)not shown for clarity.
Top Fixture
(.070)galvanized steel top fixture The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. Flag Bracket
attached with
four 1/4"x 3/4"screws. See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized o 0 o ap
2"x 7/16"(nominal)stop molding to be attached with minimum 8d nail steel flag bracket
D o or 2-1/2"long screw on 8"spacing.Stop molding not required when door attached to wood D
push nut is more than V wider than opening. jamb with three
(.034)center stile 1-3/8"polystyrene insulation with vinyl back(both ends). 5/16"x 1-5/8"
wood lag screws,to
nominal(.0185)galvanized steel minimum horizontal track
with two 1/4"x 5/8"
track bolts and nuts I
End Stile and to vertical track I
(.066)steel end stile with two 1/4"x 5/8"
track bolts and nuts. a�
Optional Top Fixture 2"(min)x.058(min)
(.109)galvanized steel top fixture galvanized steel track
attached with (.034)steel center stile
C two 1/4"x 3/4"screws. Track Bracket C
(.102)galvanized steel track
push nut bracket attached to wood jamb
8 with one 5/16"x 1-5/8"wood 0—
lag screw per bracket and °
(.034)center stile attached to vertical track with
one 1/4"x 5/8"track bolt and
nut or two 1/4"x 11/32"rivets.
(.066)steel end stile
End Hinge
galvanized steel 0 Intermediate Hinge
attached with (.058)galvanized steel
six 1/4"x 3/4"screws. 9 attached with
four 1/4"x 3/4"screws.
c
B 14, push nutQ�.' GEN&cAi B
2"(max.for.069 thick) 2 3/4" 2 3/4" _
4"(max.for.109 thick) No.51737
'Al{� y'O; STATE OF :tv
I I 3-1/2" min. stem
ZZ
nominal 0 2"(min.) (min.) ,
10(min.)ball roller ��O��` `LORN.p`.6\ `N
with nylon or steel tire. SIONA;�?
3' II
Professional Engineer's seal provided
e o e Bottom Bracket 1 7/8" only for verification of windload
(.102)galvanized steel botto;bracke-4 construction details
A attached with n A
four red 1/4"x 3/4"screws. 1/2 I"I ppp nts
push nut John E.Scates,P.E. ° 08-27-2020
Optional Bottom Bracket Strut 2560 King Arthur,Ste 124-54 Models Series:
Vinyl push nut (.109)galvanized steel bottom bracket (.051)50 ksi galvanized steel 3"strut Lewisville,TX 75056 Pan Doors,Residential
weatherstrip attached with attached with TXPE 56308,F-2203
Aluminum extrusion four red 1/4"x 3/4"screws. two 1/4"x 3/4"screws per stile. Florida P.E.#51737 C.H.I.Drawing:ZlOi-10-01508
page 5 of 5
4 3 2 1