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FL# FL15074-R8 (CODE COMPLIANCE
,., . Application Type Revision ST. L CIE COUNTY
Code Version 2020 OCCCUN
Application Status Approved
Comments
Archived -
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 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
Validation Checklist-Hardcopy Received
Certificate of Independence FL15074 R8 COI Cert of Ind Scates 20211s.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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPkP25NDdiVkXPBIiHf°/o2fhkUfXfC91YXM4vg%3d%3d 114
3/22/2021 Florida Building Code Online
Date Submitted 10/13/2020
Date Validated 10/14/2020
Date Pending FBC Approval 10/22/2020
Date Approved 12/15/2020
Summary of Products
` Page 2 2
Go to Page J
iFL# Model,Number or Name Description
115074.21 15074.21 Sandwich Doors, Sectional steel clad sandwich with polystyrene or thermally
I Residential' broken polyurethane insulation,for widths 14'-00"through
f 16''-00"see drawing for applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15074 R8 11 lambAttarhmentDetafls 2020 s.ndf i
Approved for use outside HVHZ:Yes FLIS074 R8 YI 25-16-07302 s.odf I
} Impact Resistant: No c Verified By:John E.Scates,RE.FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
i Other:Sectional doors provided for wind load applications. Evaluation Reports
j $ FUS074 RB AE FL1.5D74 Eval Rent s.pdf
i Created by Independent.Third Party:Yes a
i
e
15074.22 115074.22 Sandwich Doors, "Sectional steel clad sandwich with polystyrene or thermally ,
Residential broken polyurethane insulation,for widths 12'-00"through.
j 20'-00"see drawing for applicable pressures. a
}Limits of Use 'Installation Instructions
Approved for use,in HVHZ: No FL15074 R8 U lambAtlachmentDeiails 21320 s.pdf
I Approved for use outside HVHZ:Yes j FL15074 R8 13 Z6 Ib-02302 s.ndf
Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
j Other:Sectional doors provided for wind load applications. Evaluation Reports
i 1 FU5074 R8 AE FUS074 Eva] Rept s pdf
§ Created by Independent Third Party:Yes
i
15074.23 15074.23 Sandwich Doors, Sectional steel clad sandwich with polystyrene or thermally
Residential broken polyurethane insulation,for widths 10'-00"through {
i 116'-00"see drawing for applicable pressures. j
Limits of Use °Installation Instructions
j Approved for use in HVHZ: No FL15074 R8 11 Jamb thachmentDetails 2020 sj)df
i Approved for use outside HVHZ:Yes i FL15074 R8 11 Z6i-36-02502 s.®df r`
i Impact Resistant:Yes j 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 .I Evaluation Reports
applications. FL15074 R8 AE FL15074 Eva] Rant s.pdf
Created by Independent Third Party:Yes S
j 15074.24 '15074.24 Sandwich Doors, i Sectionals steel clad sandwich with polystyrene or thermally
! Residential broken polyurethane insulation,for widths 12'-00"through
i 16'-00"see drawing for applicable pressures.
'Limits of Use !Installation Instructions
Approved'for use in HVHZ: No ; FLIS074 R8 11 JambAttachmanlDetails 2020 s.oar
{ Approved for use outside HVHZ:Yes I FL15074 R8 31 Z7-16-02302 s.jpdf
Impact Resistant: No Verified By:John E. Scates,P.E. FL-51737
Design Pressure: N/A ] Created by Independent Third Party:Yes
I Other:Sectional doors provided for wind load applications. Evaluation Reports R
FLIS074 RS AE FL15074 Eval Rept s.pdf v
Created by Independent Third Party:Yes a
15074.25 r 15074.25 Sandwich Doors, q Sectional'steel clad sandwich with polystyrene or thermally
Residential broken polyurethane insulation,for widths IX-00"through
I 20'-00"see.drawing for applicable pressures. j
a Limits of Use i Installation Instructions i
Approved for use,in HVHZ:.No FL15074 R8 11 JambAttadimen3Details 202D s.ndf i
i Approved for use outside HVHZ:Yes FU5074 R8 n ZS-15-02302 s_pdf
? Impact Resistant:No °; Verified By:John E.Scates,P.E.FL-51737
s Design Pressure:N/A ; Created;by Independent Third Party:Yes
{ Other:Sectional'doors provided for wind load applications. a Evaluation.Reports
FLIS074 R8 AE FL15074 Eva] Rent s.pdf
Created by Independent Third'Party: Yes
- I t
15074.26 1S074.26 Sandwich Doors, (Sectional steel clad sandwich with polystyrene or thermally
Residential l broken polyurethane insulation,for widths 14'-00"through
i 16'-00"'see drawing for applicable pressures.
!Limits of Use Installation Instructions S
Approved for use in liVHZ:No i FUSID74 R8 M 3ambAt1BEhman1Details 2020_s.odf 3
https:l/www.floridabuilding.org/pr/pr app_dtl.aspx?paramwGEVXQwtr)quS73Fr2ZyiPkP25NDdiVkXP61iHf%o2fhkUfXfC91YXM4vg%3d%3d 2/4
CAL OVERREW BOORS �00. .
NUMBBREMER �•
sfR►Es
iSeries
Supplemental Wind Load Instructions
Sandwich Doors: Residential
Higher wind pressures and larger doors require additional
reinforcement.
ACAUTIONPremature
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 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 ���� �'SCgr ////
building code directives is the responsibility of the building owner/designer. v�Ce'�8F•�S► ;00
Use of a reinforced garage door does not constitute automatic compliance with
any building code. Local building code officials determine compliance criteria. No.5'6737
�
A locking system must be installe&if the door is not electrically operated. o :��
�0 STATE OF'
See drawing for stop molding requirements,when door is not more than I"wider than opening. 0.t�°•,F(OR%OP:•3� N� _
When using stop molding,secure molding with minimum 8d nails or 2-1/2"'Tong screws. ////FSSIOA
//�l�rllll\
J
John E.Scates,P.E.
Digitally signed'by John E.Seates,P.E. 2560 King Arthur;Ste 124-54 Professional Engineers seal
Lewisville,Texas 75056 provided,only for verification of
Date:2020.10.01' 17:18:57-05 00 TXPE 56308,F-2203 windload construction details
Supplemental—Wind—Load—Instructions—Sandwich Copyright_ _ CHI H.I.Ovedread Doors Florida P.E.#51.737
Page I of.5
For Use With Drawing Number
Z6i 16-02502
Strut Placement
Door Height
Section Number 6-6"to T-0" 7-6"to 8'-0" 8'-3"to 8'-9" 9'-0"'to 10'-6" 10'-9"to IT-3" 12'-6"to 14'-0" 14'-3"to 15'-9" 16-W to 17-6" 17-9"to 19'-3" 19'-6"l0 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
I N/A N/A N/A N/A N/A N/A N/A N/A 1 at DetaiLA I at Detail B I at Detail C
10 N)A N/A N/A N/A N/A N/A N/A 1.at Detail A 1 at Detail B I at Detail B
1 at.Detail C
9 N/A N/A N/A. N/A, N/A N/A 1 ar.Detail A I atDetail.B 1 at Detail B 1 at Detail.B
1 atDetail C i at Detail C 1 at Detail C
$ N/A L at DetaiLB N/A. N/A N/A N/A 1.at Detail A I at Detail C L 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
7 N/A N(A N/A N/A I at Detail A 1 at Detail.C I at DetaiLC 1.at Detail C 1 at Detail C I at Detail C
6 N/A N/A N/A. 1 atDetail A I at Detail'.B 1 at Detail B 1.at Detail B 1 at Detail B i at Detail B 1 atDetail B
I at Detail C
S N/A 1 at Detail.A t at Detail A. 1 at Detail.B 1 at Detail.B 1 at Detail B 1 at DetaiLB 1 at Detail B I at Detail B 1 at Detail B
1 at Detail C. I'.at Detail.C 1 at Detail C' I at Detail.C' 1 at Detail C 1 at Detail C I at Detail C
1 at Detail B I at Detail.B
4 1 at Detail A i at Detail C 1.at Detail C 1 at Detail B 1 at Detail B 1 at Detail B 1.at Detail i.at Derail B L at Detail B 1 at Detail.B
1 at Detail B 1 at Detail B 1 at Detail B L at Derait B I at Detail B I at Detail B I at Detail B L at Detail B I at Detail B
3 1.at Detail C 1 at Detail B I at Detail C 1 at Detail C I at Detail C 1 at Detail C I at Detail C 1 at Detail C 1 at Detail.0 I at Detail C
2 1 at.Detail.B l at Detail B L at Detail B l at Detail B I at Detail B I at Detail B I at DetailB I.at Detail B I at Detail.B I at Detail B
1 1 at Detail B' I at Detail B 1.at Detail B 1 at.Detail B I at Detail'B I at Detail B 1.at Detail B 1.at Detail B 1 at Detail B l at Detail B
I at Detail D I at Detail D I at Detail D 1.atDeWI,D larDetailD I at Detail D 1.atDetaiLD I.at Detail.D I atDetail.D 1 at Detail D
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 I/4" JEspace between push nut and fixture.
Track Bracket Spacing D
Track bracket spacing shown for doors up to four sections high.Additional
door sections may be added for maximum door height depicted on door
drawing. Track brackets must be added(per track)for each section and
spaced at a distance not greater than the corresponding section height(see C
door drawing for required quantities). Do Not
Exceed
E 10
D 28" B
C 28"
B '6-1/2" A
A 3-1/2"
+/-3"tolerance
Page 2 of 5
For Use With Drawing Number
Z6i-16-02502
i
Strut Placement Detail
Strut End Hinge Strut
0
a
Top Fixture-
Strut End Hinge
Strut above top fixture Strait on.bottom half of hinge Strut above hinge
Detail A Detail S Detail C
000 Strut
Residential
Bottom Fixture
Strut above bottom.fixture
Detail D
Optional Lites.
Intermediate Hinge
A Strut
B Strut
Strut
� , Strut
B
B Strut
DOIL ,.� Strut
6 Struts ;
Page 3 of-5
4 3 2 1 �_
Glazing Options: 1/4"thick polycarbonate
-exterior mounted-factory installed with decorative frame
-2-1/2"larger than Day Light Opening
-3116"bulbing rivets
16-3/4"x 10-1/4"D.L.O.
-12 rivets total
38"x 10-1/4"D.L.O.
D -28 rivets total
D
Or,as provided by National Door Industries
-16-3/4"x 10-1/4"max daylight opening
Grooved,1/4"Polycarbonate
16-0"width shown Aluminum Frame
(see notes for other widths)
Impact Windows
(see Glazing Options)
door height a a
4D ���_ � � 1D 6 6'to7'-0" 4 6 4
7 6 to 8'-0" 5 7 5
C - _
Top Fixture _ .. _ _ 2 8 3"to 8'-9" 5 8 5 C
7' 4D d I/e Flag 9'-0"to 10-6" 6 9 7
2 Bracket 10'-9"to 12'-3" 7 11 8
End Stile 12'-6"to 14'-0" 8 12 9
2 d 14'-3"to 15'-9" 9 14 10
End Hinge I
16'-0"toIT-6" l0 15 11
4A - IT-9"to 19'-3" 11 17 12
2 /% B 19'-6"to 20'-0" 12 18 13
Bottom Fixture Track bracket quantities shown are
- _ for use with grade 2 or better Southern
Yellow Pine.Refer to Jamb Attachment
2A 2B Detail supplemental Instructions for
B 2 2 usage of alternate jamb materials. B
Supporting structural elements shall
Strut Intermediate be designed by a registered professional
Hinge engineer for wind loads shown on this
drawing.If door is not electrically
operated,a lock must be installed.
No.51737
Complies with IBC/1RC 2018.Tested per ANSI(DASMA 109 an STATE OF
d 115 s ��, W
•
•
Maximum door height: 20'-00" /;�o��`•�L�RQp'� ���� A
A Glazing and door have been tested for windborne debris.
/I/iSSIONA� \�N o
/ t �, \ I SohnE.Scates,P.E, �° .0AIC3arr nts
Width Design Pressure(PSF) Stile Qty. !J 09-28-2020
l0'-00" +30.6/-34,1 2 2560 King Arthur,Ste 124-54 Model Series:
13'-06" - +30.6/-34.1 2 Professional Engineer's seal provided Lewisville,Texas 75056 Sandwich Doors,Residential
16'-00" +30.6/-34,1 3 only for verification of windload TXPE 56309,F-2203
construction details Florida P.E.#51737 C.H.I.Drawing:Z6i-16-02502
4 3 2 l
page 4 of 5
4 3 2 I
Details on some views may have been omitted for clarity.
Top Fixture(.070) The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. Flag Bracket
galvanized steel top fixture
attached with See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized o 0 o u®
four 1/4"x 3/4"screws, steel flag bracket
D 2"x 7/16"(nominal)stop molding to be attached with minimum 8d nail attached to wood D
push nut or 2-1/2"long screw on 5'"spacing.Stop molding not required when door jamb with three
is more than 1"wider than opening. 5/16"x 1-518"
End Stile wood lag screws,to
(.034)steel end stile nominal(.0155)galvanized steel minimum horizontal track
with two 1/4"x 5/8"
track bolts and nuts
and to vertical tack I
with two 1/4"x 518"
- track bolts and nuts. anon
O tional To Fixture (.023)backer plate �,
p P at each stile.location. (min)x,058(min)
(.109)galvanized steel top fixture galvanized steel track
C attached with Track Bracket C
two 1/4"x 3/4"screws. (.102)galvanized steel track
push nut bracket attached to wood jamb
8 (.034)steel end stile with one 5116"x 1-5/8"wood pm
lag screw per bracket and °
attached to vertical track with
one 1/4"x 5/8"track bolt and
nut or two 1/4"x 11/32"rivets.
End Hinge
p galvanized steel V Intermediate Hinge
attached with (.058)galvanized steel
six 1/4"x 3/4"screws, g attached with
o four 1/4"x 3/4"screws.
B " push.nut `� '0 G S$:.• �� B
2"(max,for.069 thick) 2 3/4'" 2 3/4'" No.51 i
4"(max.for.109 thick)
737
STATE OF
nominal 0 2"(min. 3-1/2"(min.)stem ��� .10(min.)ball roller L
with nylon or steel tire. /����SS���AL�0�
p I^171//88"
Professional Engineer's seal provided
p o O o 1/2" only for verification of windload
Bottom Bracket ID construction details
A (.102)galvanized steel bottom bracket
A
attached with push nut Strut and Strut Attachment �j �� nts
four red 1/4"x 3/4"'screws. (.051)50 ksi galvanized steel 3"strut John E.Scates,P.E. 09-28-2020
with d h wt attached Optional Bottom Bracket a 2560 King Arthur,Ste 124-54 Model Series:
stile.
3/4"1/4"x screws per se.
push nut (.109)galvanized steel bottom bracket twoLewisville,Texas 75056 Sandwich Doors,Residential
Vinyl Aluminu m extnision attached with TXPE 56308,F-2203 C.H.I.Drawing:Z6i-16-02502
weatherstrip four red 1/4'"x 3/4'"screws. Florida P.E.#51737 page 5 of S
When applying back jambs over dry wall or other non-structuual 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 Bi 8.22.1 type B.
3/8"DeWALTscrew-Bolt+ Embed 3,5",Min Edge Dist 3.5",Mn spacing 9"
3/8"POWERS Wedge-Bolt+ Embed 3.5",Min Edge Dist 3.5",Min spacing 9"
2500 PSI CONCRETE 3/8"Hilt!I(wlkBoIt3 Embed 2,5",Min Edge Dist 3",Min spacing 6"
- - keep each area
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) clear ofany back
IN FEET 12 PSF IS PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 86 PSF 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF jamb attachment
fasteners
<_9' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24"
10, 24" 24" 24" 24" 24" 24 24" 24" 24" 24" 24" 24" 24" 24"
12' 24" 24" 24" 24" 24" 24" 24!' 24" 24" 24" 24" 24" 24" 24" s"
14' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24'" 24"' header
15' 24" 24" 24" 24" 24 24" 24" 24" 24" 24" 24" 24" 24" 24" .
16 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24'is, 24!'24" 24" 24" 24" 24•' 24" N, 24" 2W' 24" 24" 24•F 24" 24" 3,
20' 24" 24" 24" 24" 24" 24" 24•" 24„ 24" PA" 24't 24•' 24!' 24" �-
22' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24'! 24" 24"
24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 22"
26' 24" 24" 24" 24 24" 24" X' 24'" 24"' 24" 24" 23" 21" 20"
30' 24" 24" 24!' 24" 24" 24" 24" 24" 24" 23" 22" 20" 18'" 17" 0
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) Ok least as high as dour opening. 0
IN.FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 21 PSF 30 PSF 33 PSF 36 PSF 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF Anchors to be evenly spaced betweenthe header and the poor.
5 9' 24" 24" 24" 24" 24" 24" 24' 24" 24" 24" 24" 24" 24" 24"
10, 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24"
12' 24" 24" 24" 24" 24•' 24'" 24" 24" 24" 24" 24" 24" 24" 24" 0 0
14' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21" 20" _)x6 Southern Pine/Structural gmde lumber
15, 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 22" 20" 19'" May be counterbored up to 318"sleep at
each anchor location to provide it
i 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" 17" 16"
20' 24" 24" 24" 24" 24" 24" 24" 23" 21'" 19" 18" 16" 15" 14" 0 0
22' 24" 24" 24" 24" 24" 24" 23" 21"' 19" 18" 16" 15" 14" 13"
First anchor heated at no more than
24" 24" 24"" 24" 24"' 24" 23" 21" 191" 17" 16" 15'" 14" 13" 12" 10"above floor,but no
26' 24" 24" 24" 24"' 24" 21" 19" 18" 16" 16, 14" 13" 12" 11" less than the minimum edge distance.
30' 1 24" 24" 24" 24" 21" 19'" 17" 151" 14" 13" 12" 11" 10"' 9" 0
t Supporting structural.elements shall be designed by a
registered professional engineer for wind loads in addition
E, SCq � to other loads.This drawing does not address the jamb/wall
\� � EN �`r� // design,but only door attachment.Jamblwall construction is
\� 'QO �(� �� shown only for illustration purposes.The building designer
1b% I is responsible for ensuring that the jamb/wall is sufficient
a �
0737 r to carry the door live and static loads. This drawing does
not address the spring pad connections. Registered
*n * * professional engineer may approved An alternative design.
STATE OF ;� (� nn o0o SCALE
Manufacturer's installation instructions must be followed. Digitally Signed by John E.SCdtes,P.E. i �� i 4Ll I I� I Q(]0 none
Maximum spacing shown in chart. Date:2020.09.04 11:49:50-05'00' //�,t;.`•,�LOR%�P•�\�\\ �J❑(-j�J❑ L]�[]� DATE 03-26-2020
Lesser spacing may be used to avoid interference with door hardware /// �S `�. •G�G` \\ 0 0 o a
and or fastening system,but not less than 8". John E.Scales,P.E. //l S�O�AL ` ��\
Load per jamb=0.5 x door width x max positive pressure x door height. 2560 King Arthur,Ste 124-54 // \� Back Jamb Attachment Detail
8"CMU block walls shall comply with ASTM C90. Lewisville,TX 75056Concrete Anchors
Use minimum 20di PSI grout or concrete when tilling CMU. Florida P.E.#51737 Professional Engineer's seal provided only for
Fastener spacing distance may vary+1-1 TXPE 56308,F-2203 verification of windload construction details. C.H.I. Drawing: BJA-1 O1R8
Use Southern Pine table only if both stricture and jamb are Southern Pine. 1/2"MIN 112"MIN 1/2"MIN 1/2"MIN
Use(SPF)table if the structure is Spruce-Pine-Fir or unknown,2x6 jambs must always be Southern 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 PINEJAMB
Maximum spacing shown in chart.
ON SHEATHING"SHEATHING Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI(ASME B1$'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. %"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 x 3-1/2"LAG SCREWS
-MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) keep each area
ear 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 amb attachment
S 9' 24" 24" - 24" 24" 24" 24" 24 24" 24" 24" 24" 24" 24" 24" fasteners
10, 24" 24" 24" 24" U. 24„ 24, 24,' 24" 24" 24, 24, 23" 21"
12' 24" 24" 24" 24" 24" 24" 24" 24" 24'' 24" 22" 20" 19" 18"
I1W 24" 24" 24'' 24" 24" 24" 24" 24, 22" 21" 19" 17" 16" 15.. cog,
8„
15' 24" 24" 24" 24" 24" 24" 24" 23" 21" 19" 18" 16" 15" iN, Ar /e
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" 81,
20' 24" 24" 24" 24" 24" 21" 19" 17" 16" 14" 13" 12" 1T' 10'' /
22' 24" 24" 24" 24" 21" 19" 17" W. 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" IV 14" 12" 11" IV 9" 9" 8" 7" 7"
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" 24" 24" 24" 24''' 24" 24" 24" 24'' 24" 24 24" — 24 Highest anchor installed at
IT 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'
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" IV 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"
24' 24" 24" 24" 24" 24" 22" 20" 18" 17" 15" 14" 13" 12" 11" o °
26' 24" 24" 24" 24" 23" 21" 19" 17" 15" 14" 13" 12" 11" V. 2x6 Southern Pine structural grade lumber.
M' 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
\`\``11 ;"9� /0 flush mounting surface.
0 0
\� s '. '/�� First anchor located at no more than
p�;:���@N8 o�� -i� 10 inches above the floor and
Vno less than the minimum edge distance.
% No.51737
Digitally signed by'John E.Scates,P.E. STATE OF ,;��` p�paa SCALE none
Southern Pine(SP)specific gravity=0.55 Date:2020.09.04 11:49.24-05'00' i `�
Spruce-Pine-Fir(SPF)specific gravity=0.42 / Q `.� �. P `��� �OMOUE3 OE][] DATE 03-26-2020
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) //���s.�:OR1®��e'j`�� o v o 0 0 o s
These charts do not address spring pad connections to the building. John E.Scates,P.E. /j/ &IONAt1. \\\ Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. 2560 King Arthur,Ste 124-54 //M l 1111 t♦`�
Supporting structural elements shall be designed by a registered professional Lewisville,TX 75056 J Lag Screw
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.I.
Washer:9/16"O.D.minimum;must conform to ANSI B18.22.1 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 1tt fillet welds
Reverse Angle
Welds performed by it Certified Welder or inspected by a
Certified Welding Inspector to verify integrity of welds.
A00"x I"long fillet weld 12 gauge or X16"steel,Jambs;allowable load per weld=1,272lbs.
(E6UXX Electrodes Min). Use all necessary precautions when welding galvanized steel.
Weld to be locatedangle at same locations vertically on heel of
o
angle and toe of an Locate welds in same location as jamb brackets on door drawing.
as jamb brackets on door drawing.
Minimum of 3 welds per jamb tdlowed.
Fillet welds to have a straight or convex face surface.
Tack weld toe of angle at same spacing to proven[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 4
as jamb brackets on door drawing.
r
e S^^ I Apcmative design may be approved by a registered
professional engineer.
\ Q•••�G�Ml$F•� / Supporting structural elements Shull be designed by a registered
professional engineer for wind loads in addition to other loads.
1737 `� i This drawing does not address thejambhvall design,but only door
No.5 t attachment.Jambiwall construction is shown only for illustration
purposes.The building designer is responsible for ensuring that
v * s * * the jamb/watt is sufficient to carry the door live and stal le loads.
Digitally signed by John E.Scates,P.E. :� STATE OF ;'��` MOWL
Q�O� SeALE none
Date:2020.09.04 1'1:49:08-05'00' j0 ��'\ ❑caaa DATE 3-26-2020
s d� •FL OR \ e a e 0 R JJ
25601C ngArthur,S e 124-54
Lewisville,TX 75056 1o��0 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.J. Drawing: BJA-103R8