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FL# FL15D12-R8 ST. LUCIE COUNTY
Application Type Revision 4bo ,31is�
ccCode Version COMM �+
Application Status Approved
I
Comments
Archived
jProduct 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
i
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 ;
i
Florida Engineer or Architect Name who developed the John E.Scates
Evaluation Report
j 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
I
Certificate of Independence FL15012 R8 COI Cert of Ind Scates 2020 CHI S.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2017
i
ANSI/DASMA 115 2017
i
Equivalence of Product.Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https:/fwww.floridabuilding.org/prfpr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6FNEuJraPOT175Yf4A2wLUQ%3d%3d 115
9/98l2029 Florida Building Code Online
15012.13 115012.13 Pan Doors,Residential i Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6'-00''through 10'-06"see drawing for
i applicable.pressures. j
t Limits of Use Installation Instructions j
F. Approved for use in HVHZ:No j FLIS012 R8 II JambAttachmentDetalLS 2020 s pdf I
; Approved for use outside HVHZ:,Yes j FL15012 R8 TI Z10i-10-01508 s ndf
f Impact Resistant:.Yes $ Verified By:John E.Scates,P.E.FL-51737 ;
?-Design Pressure:N/A d Created by Independent Third Party:Yes j
Other:Sectional doors provided for wind load and impact Evaluation Reports
applications. FLIS012 R8 AE FLIS012 Eval Rea pan s.pdf
I ; Created by Independent Third Party:Yes
15012.14 115012.14 Pan Doors, Residential p Sectional steel door with or without vinyl backed polystyrene :
Insulation,for widths IV-00"through 16-00"see drawing for }
;applicable pressures. ;
Limits of Use Installation Instructions
Approved for use in HVHZ:No ; FLIS012 R8 I1 JambAttachmentAetails 2020 s.pdf
j Approved for use outside HVHZ:Yes i FLIS012 R8 II Z3-16-01307 s.pdf
t Impact Resistant:No Verified By:John E.Scates,P.E. FL-51737 j
I Design Pressure:N/A Created by Independent Third Party:Yes 1
? Other:Sectional doors provided for wind load applications. Evaluation Reports
j FLIS012 R8 AE FL15012 Eva] Rept pan s.pdf j
< Created'by Independent Third Party:Yes 1
115012.15 15012.15 Pan Doors,Residential ;Sectional steel door with or without vinyl backed polystyrene
i 1 insulation,for widths 13'-00"through 16'-00"see drawing for
3 applicable pressures.
, i
{Limits of Use. j Installation.Instructions
i Approved for use in HVHZ:No i FLIS012 R8 II JambAttachmentDeta]]s 2020 s.pdf
Approved for use outside HVHZ:Yes FLIS012 R8 II Z3-16-013L7 s.pdf I
s Impact Resistant:No Verified By:John E.Scates,P.E. FL-51737
' Design Pressure:N/A l Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. 1 Evaluation Reports
f FL15012 R8 AE FL15012 Eva] Reot pan s.pdf
] } Created by Independent Third Party:Yes I
115012.16 115012.16 Pan Doors,Residential Sectional'steel door with or without vinyl backed polystyrene j
j insulation,for widths.11'-00"through 16`-00"see drawing for
i applicable pressures.
i
!Limits of Use 3 installation.Instructions t
Approved for use in.HVHZ:No FL15012 R8 II JambAttachmentDeta]]s 2020 s.pdf j
Approved for use outside HVHZ:Yes a RA5012 R8 II Z4-16-01307 s.pdf
Impact Resistant:No 9 Verified By:John E.Scates, P.E. FL-51737 i
Design Pressure:,N/A Created'by IndependentThird.Party:Yes i
j Other:Sectional doors provided for wind.load applications. IEvaluation Reports j
FL15012 R8 AE FL15012 Eva] RgRt pan s.pdf g i
Created by Independent Third Party:Yes
i'
i 15012.17 15012.1Z Pan Doors,Residential Sectional steel door with or without vinyl backed polystyrene
insulation,:for widths 30"-07 through 16`-00 see drawing for f
f applicable pressures.
Limits of Use !Installation Instructions
Approved for use in.HVHZ:No FL15012 RB II JambAttachmentDetails 2020 s.pdF
Approved for use outside HVHZ:Yes FL15012 RS II 741-16 D1SD8 $.pdf
Impact Resistant:Yes i Verified By:John E.Scates,P.E. FL-51737 j
it Design Pressure:N/A dtt Created by Independent Third Party:Yes 1
Other:Sectional doors provided for wind load and impact i Evaluation Reports
applications. FL15012 R8 AE FLIS012 Eva] Rept pan s.pdf
i j Created by independent Third Party:Yes i
j 115012.18 {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
1 applicable pressures. g
j Limits of Use Installation Instructions
Approved for use in HVHZ:No S FLIS012 98 II JambAttachmentDetai]s 2020 s.pdf i
t Approved for use outside HVHZ:Yes FL15012 R8 U Z5-16-01307 s.pdF
Impact Resistant:No Verified By:John E.Scates,P.E. FL:51737
a Design Pressure:N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. ]Evaluation Reports J
FL15012 R8 AE FL15012 Eval Reut pan s.pdf
1 Created by Independent Third Party:Yes. }
150.1�2�39 �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
lapplicable pressures. !
i
Limits of Use Installation Instructions 1
Approved for use in HVHZ:No FL15012 R8 II JambAttachmentDetal]s 2020 s.pdf 3
https://Www.floridabuilding.org/prlptl_app__OUL aspx?param--wGEVXQwtDquS73Fr2ZyiPqc%2bhldI GcB6FNEuJraPOTl75Yf4A2wLUQ%3d%3d 415
''118/2021 Florida Building Code Online
Approved for use outside HVHZ:Yes 1 FU50 2 RR TI 76-16-01307 s ndf
Impact Resistant:No j Verified By:John E.States,P.E. FL-51737 t
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. J Evaluation,Reports
FL15012 R8 AE FL15012 Eva] Rea pan s,p_dF
Created by Independent Third Party:Yes
15012.20 d 15012.20 Pan Doors,:Residential Sectional,steel door with or without vinyl backed polystyrene }
'insufation,for widths 10'-00"through 20'-00"see drawing for
i applicable pressures. 9
Limits of Use Installation instructions
I Approved for use in HVHZ:No FLIS012 RB II JambAttachmentDetails 2020 s.puj
Approved for use outside HVHZ:Yes ; FL15012 R8 II Z6 16-013L7 s-pdf i
Impact Resistant:No Verified By:John E.States,P.E. FL-51737
;Design Pressure:N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. }Evaluation Reports i
FL15012 R8 AE FL15012 Eva) Rept pan s,pdf
j Created by Independent Third Party:Yes 3
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nEi
Contact Us 2601 Blair-Stone Road,Tallahassee FL 32399 Phone:850-487-1824,
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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(l),
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.
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httpsJ/www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc°/`2bhldlGcB6FNEuJraPOT175Yf4A2wLUQ%3d%3d 5/5
•
CAL01lERHEAD DOORS
( 00 '•
MUMBOREMER o.o
SERIES oao
iSeries •'
Supplemental Instructions
Pan Doors:: Residential.
Higher wind pressures and larger doors require additional
reinforcement.
ACAUTIO A' Premature failure of door system may result from improper
1 V application.
j See chart in lower left corner of drawing sheet one for the
approved wind pressures and door sizes..
i
These supplemental instructions do not contain basic door
installation steps and related safety information.
Failure to follow basic installation steps and related safety
i
AWARNING 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
6.1-SCq N/
The correct selection of door and framing materials in adherence with local !� /
building code directives is the responsibility of the building owner/designer.
i
Use of a reinforced garage door does not constitute,automatic compliance with ` ;` �•
any building code. Local building code officials determine compliance criteria.. MO.51737 �o
A locldng system must be installed if the door is not electrically operated. .p; STATE OF ;
, A �,
01
See drawingfor stopmoldingrequirements,when door is not more than 1"'wider than opening ®.(� �C OR101" .0
P g g p ,! S/ONAd 0 '``
When using stop molding, mold' with minimum 8d nails or 2-1/2"Ton screws. // �S
/�lPrrllle��� J
7ohn.E.Scates.,P.E. j
2 Kin
g ng Arthur,Ste 124-54 Professional.Engineer's seal i
Digitally signed'by John E.Scates,P.E. Lewisvffie,Texas 75056 provided only for verification of j
Date:2020.09.29 12:08.38-05'00' TJTE 56308,F-2203 windload construction details
Su lemental _InstructionsPan. c" Florida P.E.#51737
pp pyri1rr2020 C.H.I.OverheadI)oors j
Paee L of 5 i
i
For Use With.Drawing Number
Z6-16-01307
Strut Placement
Doot Height
Section.
Number -0 6'-6"to T-0" T-6"to 8'-0" 8'-Y to 8'-9" 9' "to 10'-6" 10'4'to 12'-Y 12'-0"to 14'-0" 14'3"to LS'-9" 16'4 to IT-6" 1T-9"to 1.9'-Y 19'-6'to 20'-0"
12 NIA N/A N/A. N/A N/A N/A i DIJA N/A N/A. 1 at Detail A
11 NIA N/A N/A NIA NJA N/A A latDetail C
tailB
N/A. N/A latDetail
1 at Detail
10 N/A NIA NIA NIA N/A. NIA NIA 1 at Detail A I at Detail.B 1 atDetail B
1 at Detail C I at Detail D
j 9 N/A N!A N/A. N/A N/A N/A Y.at Detail A IatDetailB LatDetail'.B IatDetail.B
I at Detail C I at Detail'.D 1 at Detail D
g' N/A NIA NIA NIA NIA L acDetaitA LatDetail B l atDetail B l at Detail B I atDetail B
I atDetail C 1 at Detail D L at Detail D L at Detail D
NIA N(A N/A NIA latDetaiLA LatDetailB Iat Detail B l atDetail B lat Detail B 1.at Detail B
1 at Detail C ! I at Detail D 1 at Detail D L at.Detail D 1 at Detail.D
Iat Detail B latDetailB Iat Detail B Iat Detail B Iat Detail B lat Detail B
N/A. N/A N/A Iat.DetailA
6 L at Detail C. 1'at Detail D I at DetaiLD 1 at Detail D I at Detail D I atDetail D
N/A I atDetail A I'at Detail A l at Detail B I atDetail B 1 at.DeWLB 1.at B 1 at Detail B I at Detail B i at Detail B
5 1 at Detail C 1 at Detail,D 1 at-DetailD tat Detail.D I at Detail.D I at.Detail'D I at.DetailD
Lat Detail B latDetailB Iat Detail B lat Detail B 1atDetail.B Lat Detail B LatDetailB Iat Derail B Lat Detail.B
1ntDetailA
i 4 1 at:Detail C 1at Detail C LatDetaiLD Lat Detail D 1atDetaiLD Iat Detail D Lat Detail D 1 atDetail D lat Detail D
3 Iat Derail B 1atDetailB IatDetailB I at:DetailB Lat Detail B IatDetailB LatDetailB latDetailB LatDetailB lat Detail B
1at Detail C 1.at Detail,D Lat Detail D latDetailD IatDetail.D L atDetail D LatDetailD Iat.DetailD Iat Detail D LatDetailD
7 l at Detail B l at Detail B I atDetailB L atDetail B t at Derail-B l at Detail B L at Detail B L atDetail B I at Detail B L at Detail B
I.at Detail D L at Detail D l at Detail D I at Detail D I at Detail D I at Detail D L at Detail.D L atDetail D L at Detail D L at Detail D
1 I at Derail B 1 at Detail B 1 atDetail B LatDetailB 1 atDetail B I.atDetail B 1 at Detail B L at.Detail.B I at Detail B L at Detail B
I at Detail E 1.at Detail E 1 at DetailE L at Detail E I at Detail E l at Detail E I atDetail E I atDetail E I at Detail E 1 at Detail E
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
i push nut onto roller stem using 1/2"socket =
and bammer. Leave 1/8"to 1/4"space D
between push nut and fixture.
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 line
drawing. Track brackets must be added(per track)for each section and C
spaced at a distance not greater than the corresponding section.height(see
line drawing for required quantities).
Strut Placement Concerning Windows
j Where a strut crosses a window;it is acceptable to MoVeL the strut from a.
i
position of"Strut above hinge"down.to"Strut on top half of the hinge". Do Not
Exceed:
D 10" B
Strut Strut C 28"
B 28"
�
A. 10" A
End Hinge End Hinge +/-3"r tolerance
e e
}.
Strut above hinee Struton top half of hinge Page 2 of 5
i
For Use With Drawing Number
Z6-16-0007
Strut Placement Detail
Strut End Hinge
_ End'.Hinge
0
End Hinge
Top Fixture or
Strut Bottom Fixture
Strut above top fixture Strut on bottom half of hinge Strut in center of section
Detail A Detail B Detail C
Strut
n 000 Strut
Residential
End Hinge Bottom Fixture
Strut above hinge Strut above bottom.fixture
Detail.D Detail E
Optional windows
Intermediate Hinge
i #
A Strut
EDA,
9 Strut.
C Strut
B ?
i � � � Strut (pt
Strut
I
B Strut
E Strut j
I
7 Struts j
Page 3ofi }
4 3 2 1
-- —- ---- -- ---- -—
-- - - _Glazing Options:(max daylight opening 39-3/8"x 12-1/2")
- - a1/8"DSB
-1/4"Tempered Glass orPolyearbonate
"7/16"Insulated Glass w/apt for Tempered
D D
16-0"width shown
(see notes for other widths)
Optional Windows
(see Glazing Options)
- door height �, o a t p
O4D c `te,7�o-Wil
EDf �p d y0 ��/ l� d�'f ��'d dr/ Jy � �lf 71-6 to80~ 5._ 7 _4 .
Top Fixture 1 D
C 2 8'-3"[0 8'-9" 5 9 4 C
45 - -- - - — - - - Flag 91-0'to 10'-6" 6 11 s
2
i End Stile Bracket 10'-9"to 12'-3" 7 13 6
7
12'-6"to 14'-0" 8 15 7
3B 14'-3 to 15'-9" 9 17 8
End Hinge IC
16'-O'to1T-6" 10 19 9
- - 17-9 to 19'-3" 11 21 10
4A Track
2 d Bracket 19'6"to 20'-0" 12 23 11
Bottom Fixture - Track bracket quantities shown are
for use with grade 2 or better Southern
Yellow Pine.Refer to lamb Attachment
213 2A Detail supplemental instructions for
B 2 2 usage of alternate jamb materials. B
Supporting structural elements shall
Intermediate Strut 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,
9,o�% 4 �e
No.M737 9
Complies with IBC/IRC 2018.Tested per ANSI/DASMA 108 * '�
ta,
Maximum door height: 20'-00" * i
STASE OF
Glazing and door have not been tested for windborne debris. o ►� i��p�
A width Design Pressure(PSF) Stile Qty. 'O� �%`\\\ _ A
II'-00" +43.8/-48.7 2 M
)2'.00" k40.1/-44.7 3 /��✓///�`�'loRlA1"
I'I �, a o ol7O
t3'-0o" +37.0/-41.2 3 �j � John E.Scales,P,E. we 08-27-2020
14'4)0" +34.4/-38.3 .t- 2560 King Arthur,Ste 124-54 Models Series: -
I5'-00" +32.11=35.7 4 Professional Engineer's seal provided Lewisville,TX 75056 Pan Doors,Residential
only for verification of windload TXPE 56308,F-2203
IT-00" +20,71-29.7 7 C.H.I.Drawing:Z6-16-01307
construction details Florida P.E.#51737 page 4 of 5
4 3 _ 2
1
4 3 2 _ ;t
Details on some views may have been omitted for clarity.
Top Fixture
(.059)galvanized steel top fixture The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. Flag Bracket ,
attached with See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized ej. e o p
steel flag bracket
four 1/4"x 3/4"screws. -
D 2"x 7/16"(nominal)stop molding to be attached with minimum 8d nail attached to wood 4661y
push nut or 2-1/2"long screw on 5"spacing..Stop molding not required when door jamb with three
is more than V wider than opening. 5/16"x 1-518"
End Stile wood lag screws,to
(.034)steel end stile nominal(.OlRS)galvanized steel minimum horizontal track
with two 1/4"x 5/8'
track bolts and nuts
and to vertical track I
- with two 1/41'x 518" euoca
track bolts and nuts.
Optional Top Fixture (.034)steel center stile 2"(min)x.0485(min)
(.J 09)galvanized steel top fixture galvanized steel track.
E attached with Track Bracket
two 1/4"x 3/4"screws. t'
_ (,102)galvanized steal track
push nut bracket attached to wood jamb
8 (.034)steel end stile with one 5/16"x 1-518"wood
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
41 (1
galvanized steelintermediate Binge
attached with (.058)galvanized steel
attached with Fsix l/4"x 3/4"screws. four 1/4"x 3/4"screws.IT, \N �BN�qT /s,\\. _
B push nut `\\�Q�,�.\GO d aF^ s /��I 13
•
2"(max.for.069 thick) — 2 3/4" e
4"(max.for.109 thick) 2 3/4' s ®.51737 ,
i tMr �• �
" .�
3 I/2"(min. stem 0 STAT��P go
nominal QJ 2'(min,) ), -O , e�,, �aW�
10(min.)ball roller Loft% �.\�\
with nylon or steel tire. / \
y �i`��\
p 3„ _.nl
�� t—J— Professional Engineer's seal provided
pee p 1 7/8' only for verification of windload
Bottom Bracket ® a construction details
A (.102)galvanized steel bottom bracket A
attached with push nut 1J2 �aMo�o�o� nts
four red 1/4'x 3/4"screws. lobo E.Scates,P.E. 08-27-2020
Optional Bottom Bracket Strut 2560 King Arthur,Ste 124-54 Models Series:
push nut (.109)galvanized steel bottom bracket (.051)50 ksi galvanized steel 3"strut Lewisville,TX 75056 pan Doors Residential
Vinyl attached with attached with TXPE 56308,F-2203
weatherstrip 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;Z6-16-01
307
page
5 of 5
4 3 2 i
When applying back.jambs over dry wall or other non-structural wall covering,use longer fasteners to insure minimum embedment required.
I .
This chart applies to 2x6 wood species with specific gravity of 0.55(Soutbem-Fine)or better,-- - ---- - - ___ ___---------
Each anchor requires a 1-112"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 3.511,Min Edge Dist 3,5",Min Spacing 91'
2500 PSI CONCRETE 3/8"Hilti KwlkBolt3 Embed 2.5",Min Edge Dist 3",Min spacing 6" keep each area
MAX WIDTH I 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 24" PSF 30 PSF 33 PSF 36 PSF_ 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF jamb attachment
591 24" 24" 24" - _ fasteners
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"
14' 24" 24'" 24" 24" 24'" 24" 24" 241' 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" M. 24" 24" 24' 24'" 24" 24" 24"" 24" 3s
18, 24" 24" 24" 24" 24" 24" 24'" W. 24" 24'" 24!' 24" 24" 24" 311
20' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24"' 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'" 23" 22,"
26' 24" 24" 24" 24" 24" 24„ 24" 2V 24" 24" 24" 23" 21" 20" o
30' 24" 24"' 24"" N. 24n 24" 24" 24'" 24" 23," 22," 20" 18" 17"
3/a"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
_ _ least as high as doer opening, o
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) 01
IN FEET I 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.
5 9' 24" 24"' 24" 24" 24" 2C 24" 24" 24" 24" 24' 24" 24"
10, 24" 24" 24" 24" 24" 24" 24" 24" 24'" 24" 24" 24" 24" 24"
12, 24" M. 24" 24" 24"' 24!' 24" 24"' 24" 24"' 24" 24" 24" o o
14' 24" 24" 24" 24" 24" 24"' 24"' 24" 24"" 24" 24'" 23" 21'" 20" 2x6 Southern Pine/Structural grade lumber
15, 24" 24" 24" 24" 24" 24"" 24" 24" '" 24" 24" 22" 20" 19" May be counterbored up to 318"deep at
each anchor location to provide a
16' 24" W. 24" 24" 24" 24" 24" 24" 24!' 24" 22" 20" 19" 18" flush mounting surface,
18' 24V' 24" 24" 24" 24" 24'" 24' 23" 21" 20" 18" 17" 16"
20' 24"" 24" 29" 24" 24" 24" 24" 23" 21" 19" 18" 16" 15" 14"
22' 24" 24" 24" 24" 24" 24"" 23" 21" 19" 18" 16" 15" 14" 13" First anchor located at no more than
24' 24" 24"' 24" 24" 24" 23" 21" 191" 1T' 16" 15"' 14" 13" 12'" l0"above floor,but no
26' 24" 24" 24" 24" 24" 21" 191' 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" 91" g
r Supporting structural elements shall he designed by a
registered professional engineer for wind loads in addition
x ejamb/wall
to other loads.This drawing does not address the
eNs` �$
o r // design,but only door attachment.Jamb/wall construction is
'G s
F / shown only for illustration purposes.The building designer
�%� % is responsible for ensuring that the jamb/wall is sufficient
P to carry the door live and static loads. This drawing does lo.g1737
not address the spring pad connections. Registered
* * professional engineer may approved an altemative d
l esign.
s*O STATE OF � SCALE
Digitally signed by E.Scates,P.E. : �/ M ppp none
Manufacturer's installation instructions must be followed. 0�0 • • 41 �J�J DATE
Maximum spacing shown in chart. Date:2020.09.04 11`49:50-05'00 X;0 ���,�(ORV®pi'0 �� o 03-26-2020
Lesser spacing may be used to avoid interference with door hardware // �s G�
and or fastening system,but not less than 8". John E.Scates,P.E. ✓!;���/S/QNAL 6 \0�
Load per jamb=0.5 x door width x max positive pressure x door height. 2560 King Arthur,Ste 124-54 I'I � Back Jamb Attachment Detail
8"CMU block wails shall comply with ASTM C90. Lewisville,TX 75056 I,1�� J Concrete Anchors
Use minimum 2000 PSI grout or concrete when tilling CMU. Florida P.E.#51737 Professional Engineer's seal provided onlyfor
Fastener spacing distance may vary+/-1". TXFE 56308,F-2203 verification of Engineer's
costruction deails. C.H.I. Drawing: BJA-101R8
Use Southern Pine table only-if.both structurc,and jamb are Southern.Pine. ___ -_ __ 1/2"MIN q" 1/2"MIN
_ 1/2"h4IN _ _ _ _ 1/.. MIN
Use(SPF)table if the structure is Spruce-Pine-Fir or unknown,2x6 jambs must always be Southern Pine. ATTACHMM
ATTACHMENT OF 2x6
Lesser spacing may be used to avoid interference with door hardware and or fastening system. SOUTHERN SOUTHERN PINE JAMB
Maximum spacing shown in chart. 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 B18.22.1 type A. ax 3"LAG SCREWS
Pre-drill J/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 3/8"x 3-1/2"LAG SCREWS
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) keep each urea
clear of any back
IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39RSF 42 PSF 46 PSF 50 PSF 53 PSF J amb attachment
fasteners
5 9' 24" 24" 24 24" 24" 24 24" 24" 24" — 24" 24'r 24" 24u -24"
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" 2$" 20" IV 18"
14' 24" 24" 24" 24" 24" 24" 24" 24" 22" 21" 19" 17" 16" 15" p 8„
15" 24" 24" 24" 24" 24" 24" 24" 23" 21" 191" 18" 1s" 15"' 14" header /
16, 24" 24" 24" 24" 24" 24" 24" 21"' 20" 18" 17" 15" 14" 13"
18, 24"' 24" 24" 24" 24" 23" 21" 19" 17" 16" 15" 13" 12"' 12"
20, 24" 24" 24" 24" 24" 21" 19" 17" 16" 14" 13" 12" 11" 10.1 /
22' 24" 24" 24" 24" 21" 19" 17" 15" 14" 13" 12" 11" 10" 91" 3"
24' 24" 24" 24" 22" 20" 17" 16" 14'' 13" 12" 11" 10" 9'" 91" y---
26' 24" 24" 24" 21" 18" 16" 14" 13" 12" 11" 10" 9•' 8" 8" 1
30' 24" 24'" 21'" 18" 16" 14" 12" IV 10" 91" 9" 8" 7" 7"
Southern Pine(SP)STRUCTURE
MAX LAG SCREW SPACING(Inches)FOR DOOR WIDTH(max)vs DESIGN PRESSURE
MAX WIDTH I DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF)
IN FEET 112 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39-PSF 42 PSF 46 PSF 50 PSF 53 PSF
<_10' 2V 24" 24" -24" 24" 24" 24" N. 24" 24'' 24" M. 24" 24'"- Highest anchor installed at
12' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" least us high as door opening.
14' 24"' 24"' 24" 24'" 24" 24'" 24" 24" 24" 24" 24" 23" 21"' 20"
15, 24" 24" 24" 24" 24" 24" 24" 24"' 24" 24" 23" 21" 19" 181" o., °
16' 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 22" 20" 18" 17" Anchors to be evenly spaced between
18, 24" 24" 24" 24" 24" 24" 24" N. 22" 21" 19" 17" 16" 15" the header and the floor.
20' 24' 24"' 24" 24" 24" 24" 24" 22"' 20" 19" 17"' 16" 14"' 14„
22' 24" 24" 24" 24" 24" 24" 22" 20" 18" 17" 16" 14'" 13" 12"
24' 24" 24" 24" 24" 24" 22" 20" 18" 17" 15" 14" 13" 12" 11'" o e
26' M. 24" 24" 24" 23" 21" 19" 17" 16" 14" 13" 12" 11" 10" 2x6 Southern Pine structural grade lumber.
30' 24"' 24" 24" 23" 20" 18"' 16" 16" 13" 12" 11" 101' 9" 9" 1 May be counterbored up to 3/8"deep at
each anchor location to provide a
r flush mounting surface.
0
\�` Ln
anchor located at no more than
BN$�•as // ches above the floor and
a� ss than the minimum edge distance.
No.W737
- - - -- -
Digitally signed by John E.Scates,P.E. r : SCALE
�0 STATE®F &1313
OOP none
Southem Pine(SP)specific gravity=0.55 Date:2020.09.04 11:49:24-05'00' i sp � !� Q�0Spruce-Pine-Fir($PF)specific gravity=0.42 / ® . �,Maximum load er'amb=O.S x door lei ht x door width x maximum ositive ressure eOR1 .' (�j®��\ o n ��� SATE 03-26-2020
P J ( height) ( ) ( P pressure) // �se �_ -
These charts do not address spring pad connections to the building. John E.Scates,P.E. /� a�/QyAL ��
2560 Kin !0 Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. g Arthur Ste 124-54
Supporting structural elements shall be designed by a registered professional Lewisville,TX 75056 � 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. �Cml Drawing: BJA-102R7
- — - --Self tapping screws
(with steel) - --
Reverse Angle Only
Screw:1/4"din x 3/4"self tapping screw;must conform to ANSI/ASME 1318.2.1.
Washer:9/I6"O.D.minimum;must conform to ANSI BIS.22.1 type A.
Lowest fastener to be within 10-inches of the floor
Fur 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.
1t10"x 1"Igpg fillet weld 12 gauge or Xc"steel Jambs,allowable load per weld=1,272 lbs,
(E60XX Electrodes Min).
Weld to be located vertically on heel of Use all necessary precautions when welding galvanized steel.
angle and toe of angle ut same locations Locate welds in same location as jamb brackets on door drawing,
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 ut same spacing to prevent rotation of track angle.
Cracks and blemishes shall be ground to a smooth
contour and checked to ensure soundness.
Bracket Mount or This document floes not address spring ad connections o the building.
.100"x 1"'long fillet weld P� g p t b.
(E60XX Electrodes Min). Leg Out Angle
Weld to be located vertically on heel of
angle and toe of angle at same locations
us jamb brackets on door drawing.
r
Alternative ma be design
+��N® G // 6 Y u-P, uslnt r 1
6• riq /� professional engineer.
`\ Q ���(•EN��`�V' "�/ supporting structural clemcn)gEt", lad 5lgucQhl t.a¢lrt,arutf
professlonol engineer for wind 1t.4th in addlgon tp tUcr la;u{n,
� I This drawing does not addregs 1ty jt,ntL/wnll de ign,bat poly rhn.a
r N®.59?3T y attaphment.Jamblwnh congtruddpn is sho+vn only fpr illustratiptt
purposes.The building deli s to sible for ens rin that
r �* ram s r;r;?f is ry I n; p g.
* * a thejambAvall Is sufficient to carry ilia docp live and static loads.
.. _ ..
Digitally signed by,John E.Scates,P.E. •� STATE OF .��fy` TZ313
OpO ScA�' none
Date:2020.09.04 11-49:08-05'00' i ® '• P: 00L� "DA 1�COR��s- �\ �\ a R S 3-26-2020
John E.Scates,P.E. S///�i//�SOONrL�'��``
2560 King Arthur,Ste 124-54 1111IN Steel Attachment Detail
Lewisville,TX 75056 -1
Florida P.E.#51737 Professional Engineers seal provided only for
TXPE 56308,F-2203 verification of windload construction details. C.H.I. Drawing: BJA-103RS