HomeMy WebLinkAboutProduct Approval 8/26/2019 Florida Building,Code Online
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ProduQ Aumvrr97 rw>Pm tmer Ayo5zation Search>Agg!5:2 a, Us4>Application Detalr ;
FLS FL15012-R6 RECEIVED -
Appiicatfon Type Revision
Code Version 2017 FEBq 2020
Application Status Approved' r C 2
ST. Lucie County, Permitting
Comments:
Archived
I
Product Manufacturer C.H.I.Overhead D o
Address/Phone/Email) 1485 Sunrise,Drive
Arthur,IL 61911 +
217 543-2135 E 4271 L
E COPY
wfn d l oadeng fneerin g @ ch to hd.co m
Authorized'Signature Pat:Hunter
windloadengineering@chiohd.com
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Technical Representative j
Address/Phone/Email I
Quality Assurance:Representative
Address/Phone/Email
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Category Exterior Doors r
Subcategory Sectional Exterior Door Assemblies
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Compliance Method Evaluation Report from,a Florida Registered Architect or a,Licensed Florida:
Professional Engineer :
Evaluation;Report-Hardcopy Received
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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 12/31/2020
Validated By GordonThomasrI P.E. r
Validation Checklist Hardcopy Received
1
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Certificate of Independence: FL15012 R6 COI Cert of Ind Scates 2018 s,pdf
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{
Referenced Standard and Year(of Standard) Standard! Year f
ASTM E3301 2002
DASMA 108' 2012
5
DASMA 108 2017
DASMA 115 2012 j
DASMA 1IS 2017
Equivalence of Product Standards
Certified By i
f
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Sections from the Code
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https.ffwww.floridabuifding.orgtprfpr_apP_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%gbh:1dllGcB6goZ'6u,l'bAl2ze%2btkMcO54w%3d%3d 1/6
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8/2612019 Florida:Building Code Online
'i
1
Product Approval Method Method:1.Option D
Date Submitted 06118/2018. 4
Date Validated 06/20/2018
Date Pending,FBCApproval 06/26/2018,
Date Approved 08/15/2018
1
Summary of Products t
Go to PagePage 1[2
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FL# t Model,.Number or Name Description
15012.1 kfL,2140,2141,2240,2241,2150, '06"-00'to 09`-00 wide by 20'high steel'.sectional door with or
2151,2250,2251,2550;.2551, without polystyrene insulation.
I
14140,-4141;.4240,4241,4150, t
i
41SIr 4250,4251,.5240,5241, i
5250,5251,.5940,594.1,5950,59S1 j
Limits of Use Installation Instructions !
Approved for use in HVHZ:No FLIS012 R5 U lamb Attachment Drawings s pdf
Approved for use outside,HVHZ:Yes FLIS912 R6 II-Z4-09-013L6 s.rrdf
Impact Resistant:No Verified By:John E..Scates,PE FL-51737 ,
Design Pressure:;N/A, Created by Independent.Third,Party:Yes. i
!!S Other:Sectional'doors provided for windload applications arid Evaluation Reports G
have been tested in accordance with ASTM:E330 and FLIS012 R6 A£ EL15012 Eval Rent pan r6 s.udf
ANSI/DASMA.108,Z4-09-013L61 Residentfat Pan 09'-00"wide @ Created by Independent.Third Party:Yes.
+23.2[-26.2 PSF see drawing for additional'widths and r
pressures.
i
15012.2' kg L;21.40,2141,2240,.2241,2150, 06''-00"to 10'-00"wide by 20'high,steep,sectional door with or tt1'
2151,.2250,2251,2550„25SI, without polystyrene:fnsufation.
j 4140,4141,4240,4241,4150,
I 4151,4250,4251,52'40,,5241,
s
152SO,5251,5940,5941,59SO,59SI
i Limits.of Use Installation Instructions: (f
Approved'for use in HVHZ:Na FL15012 R6 II Jamb Attachment Drawings s.pdf
Approved,for use outside HVHZr Yes FL15012 R6 11 Z5-09-013L6 s.pdf !
Impact.Resistant:,No Verified,By:John E.,Scates,P.E.FL-51737
Design Pressure:,N[A Created by Independent Third;.Party:Yes
Other.:Sectional'doors provided for windload applications and Evaluation Reports. 1
have been tested In accordance with.ASTM E330 and FUS012 R6 A£
FL15012 Eva, Rent pan r6 s.pdf
ANSI/DASMA 108.Z5-09-013L6 Residential Pan 09'-00"wide @ Created by In dependent:Third Party:.Yes �
+27.3[-30.8 PSF see drawing for additional widths and
pressures,
a i
j 15012.3 khL,21.40,2141„2240,2241,2150,. 09`-00"to 06''-00"wide by 20"high steel,sectional door with or
i 2151,2250,2251„2550,.2551, without polystyreneinsulation.
i 4140,4141,4240,4241,4150,
14151,4250,4251,5240',5241,
¢ f
!5250,,5251,5940,5941,5950,5951 �.
Limits of Use Installation Instructions'
Approved for,use in HVHZ:,No FLIS012 R6 71 Jamb Attachment Draivinns s.pdf
Approved for use outside,HVHZ:Yes 1`1-15012 R6 7I 261-09-01507 s.pdf
Impact Resistant:,Yes Verified By:John,E.Scates,P.E.FL-51.737
Design:Pressure:N[A. Created by Independent.Third Party:Yes !•
Other:.Sectional doors•provided for potential'"code-plus'' Evaluation:.Reports
applications. Large Missile Impact(9 pound missile)and cycling, FL15012 R6 AE FL15012 Eval Rent pan r6 s.pdf t
tests conducted fn accordance with ANSI/DASMA 115.Static Created by Independent:Third Party:Yes
tests conducted)in,accordance with ASTM E330 and
ANSI/DASMA 108,Z61-09-01507'Residential Pan 09'-00"wide i f
@+32.0[36.2.PSF;.see drawing;for additfonal widths and
l pressures- I
15012.4 kiL,21.40,2141,2240,2241,2'150" �06'-00"to 09'-00 wide by 20`high steel sectional',door with:or
2151,2250,.2251,2550,2551,. without polystyrene insulation.
4140,41,41,4240,4241,4150,
44151,4250,4251,,.5.240,.5241,
5250,5251,5940,5941,5950,5951 1
Limits of Use Installation Instructions
Approved!for use in HVHZ No FL15012 R6 11 Jamb Attachment Draviinos s.pdf .
Approved for use outside.HVHZe Yes FLIS912 R6 H Z7-09-0131-6 s.udf 3
Impact;Resistant::No Verified;By:John E.,Scates,P.E.FL75173:7
Design Pressure:.N[A Created'by Independent Third Party:Yes-
1Other:Sectional doors-provided,for windload.applications and Evaluation Reports
have been tested:in accordance with ASTM E330 and: FLIS012 R6 AE FL15012 Eval Rept r.an r6 s.pdf
ANSr/DASMA 108.Z7-09-013L6 Residential Pan 09'-00"wide @ Created by Independent Third Party:.Yes
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CH'l. OUfRHEAD DOORS • '
.- o00 •,
WINDBREAKER' • E
oo=
SERIES irSeres
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Supplemental Inistruct ons ;
Pan Doors.: Residential I
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Higher wind pressures and larger doors require:additional
reinforcement.
Premature failure of door system,may result from improper
A
CAUTION application.
See chart in lower left corner of drawing sheet one for the
approved'.wind pressuresand door sizes. E
I t
These supplemental.instructions do,not contain basic door
installation steps and related safety information..
Failure to follow basic installation steps and related safety r
A WARNING
'I information may result in.injury or death.
Door installers must follow a.primary instruction manual for f
basic door installation steps and related safety information. �.
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The correct selection of door and framing materials in.adherence with.local N�� E' SCgT ��! {
building code directives is.the responsibility of the building owner[d'esigner. `� '0�;v�GENBh'•�tS�
Use of a reinforced.garage door does not constitute automatic compliance with
any building code: Locat building code officials determine compliance criteria. No.,51737
A_Pocking system must be installed if the door is not.electrically operated.
STATE OF
See drawing for stop holding requirements,when door is,not more than I"wider than opening.. ��`• �C ORMI.�6�2� t
When using.stop molding,secure molding with minimum.8d.nails or 2-1l2."Tong screws SS+IONA`F,? N
J
John;E.Scates,]?H.
Digitally signed byJohn,E.Scates•R.E., '-'6ormgArthur,Ste 124-5� Professional.Engineer's seal
tiewisvillcjdxas75056 providedonly for verification of
Date:2018'.02.0811::4717-06'00' TXPE56308r172203 whndload.construcdondetails
Flori'daP:1;#51737
Supplemental_Instructions, Pan Copynghe101.7 C.HI Overhead Doors page LoE6
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>10° Roof Slope/ Residential Applications
C.H.I. ASCE 7-05 ASCE 7-10 Pressure(PSF)by Door Width
Wind Zone Exp BMPH Exp BMPH 8'x7' 9'x7' 10'x7' 12'x7' 14'x7' 15'x7" 216'x7'
Zone 1 90 116 119/-14.7 12,8/44.5 12,7/-14.3 12.5/,14,1 12,4/-13.9 12.3/-13.8 1.2,3/-13.7
Zone 2. 00 -129 ," 16.0 18 1 15:8. 17x9:' 15:7 1 7`s�
-5,"4T.
-5 1T ' a53 17;1 ,
'�..J......J.,,.+„k .�..,,.I:E: -„,t.>�._:-b .,..r_:,..«u ..•1.. .;f.,v-...±t.".....�- .':....�%v:......Yc��,..._1��:.�t.i:i,iat.v�r+s/er...J.:.J.._, :.-_.«.a:...�«.�..-. -! X*c.,},. ,1
Zone 3 110 142 19,3/-21.9 19.1/-21,6 19,0/21.4 18,7/-21.Q 18.5/-20,7 1.8,4/-20,6 18,3/20.4
Zone'4 Y 120 1'55 23'0/261 22:8 25 8 22:6 25:5 22 3 ,25:Or� T22 0 -2.4;6 219 =245 X218 24 3 h
r_l•. ,1 f �-. _.._. ,.G..�..ry, ,.}w.,..r._aa_ ..t._.....A.. z_Y`1_.t,.- .�,a_:�E;,r,x!.�._L_,. ,�,..._ `�..` �:�.::4,�4."„,��..:../ ..ter»'1',aa..:-..�::.XS/d.:.�r2,._...�.fa�..,�:.:.rt.;.a,/��'�:i'zn.a..�.��s.....s/._�r.SL.a:
Zone 5 1.30 168 27 0/30 6 26.7/30,2 26,5 29,9 26.2/-29.3 25.9/-28,9 25.7/283 25,6/-28 5
i`” + 9..r -'"x �-„.t' ',.�w. wy �.s. y». , ✓�rvsF f'r.'S:. r*y ri 5 �
4Zone b,L N 140 181 31 5 513%3 31:0%3S 1
Zone 7 150 194 35,9/40.8 35,6/-40,2 35.3/-39.8 34.8/-a9.1 34.4/-38,S 34.3/-a8,2 34.1/-58.0
�tv,"' �+ Y�r•5« r+ .t.�„ y,., .-,..., V+"'" ....,k-,,,� ,.",:.w xt..:w• i r .n:,rw.w. ,w, Y,q.r-S�,..r• t w..- .tiny-C +;ptwu r" Fµ y..+ _.,,f w.e+r. 1tq:,r.
,"
Zone8 156/.,160 , ? 201/,,206 ,,,.z ft "3816/43 8 38;3 43 3 38.0/42 8 39J 4',4:4 ;39 2
43:8
�:_„nw
8/..,43
Zone 9 166 214 43,9/49,8 43,6/-49,3 43.3/-48.7 42.7/-47,8 42,2/-A7,1 42.0/-46.8 41.8/-46.6
*the higher Exp B values apply to doors greater than 10'wide
<10' Roof Slope/Commercial Applications
ASCE 7-05 ASCE 7^10 Pressure(PSP)by Door Width
Wind Zone Exp BMPH Exp BMPH 8'x8' 9'x8' 1.0'x8' 12'x8' 14"x8' 15'x8' =1.61X81
Zone 1 901.16 11.7/-13.3 11,6/-13.1
-- --
116/13.0 114/42.7 11 3/12.__6_ _11-2/42,5 112/42,4
i. ,.. ��.. ti ! � -,,,,i�l l,�.;.. .1- �,Y'. %� v"--`r•Mr. .,..y,........tC^- ^^-'"'7`T..,. e.,..i,y ...p.a. y�.., w.k- wH"�^'.f,'., 9"^,^J'_`!'+..u.w+w
Zon,e,.2 100 4.. 4.4 16'2 X14,3 `16.Or: 141 15T 13.9 -15x5 13 8 .154 7+1318.-15 3"
.. • � 2 4
,.f,,,._.r.-t'b,�.;ss';_:�;._.....I.J. -.:..�.•..o,�t-_.t,.SG.,u i�:..:.:,i.-:at_�.._-._ 1k "'. /ail 1;.:.� ..- .�P / • ...*�'�� � % .1n..:�...u.,;i:::.Y:/ ..:A, .,.._.r�:trti.�;.�:5.:!W .�..-..-j' .�..::��.zY;:v}� w�_;t�,.1u��w.'"'s a
Zone 3 110 142 17.5. /-2919 27.4/-19.6 1713/-19.4 17.0/49.0 16.8/-18.8 16.7/,18.6 16.7/48.5
....,-�.nwr5r- o--'•--t-P. -r t,� ^`•s- .rrr,:,-^'-� ...vl� ...�.,...t.r-.,.,K. >•.-Y .w,.�rr mr_, i.:P`.. "—'Cyl"a,`.sc•'t ,^'I1. rn
Zone 4 120 t 155 20>9 23 6
c y.,/ 20 7,/23 3 k, 20:5/23 1 20 3/22"7
;xi -- ,.a{ z:,.:�J.L.,..,.,2.,..:,tti.,� :. •, i .. , 'k-«:.�lk:.w:.x� ,^�..xr`,..` .,:F<1..+ w,.7Ft .,:t.., .�;..,..,:'4,"- .a,.za.&.,i,... ,wx+..-._.,.a :rsi;..•: _. :.t .e ..,dM',i:;2��C;;..:',W:.
, _.u_.
Zone 5 130 168 24.5/27.7 24,3/-27,4 24,1/-27,1 23 8/•26;6 23.5/-26. 23.4/-26.0 23.3/-25.9
f„�.'.-
77""'70
-v:t•"-- -5r'�;.a... .,�,,...r-:•..,.�.,.. ,�,-1,�'..
28 4/-32 2. 28:'2r/ 7; ;+ _ _ 0 k
31 ..t __. 8 0%314se 27 6 _..- . _ %304,
/,30 8A 27 3 4 �-
Zone 7 150 1,94 32.6/-36,9 32.3/-36,$ 32.1/-36.0 31.7%-35,4 31.3/-34.9,. 31.1/-34.7 31.,0/-34,5
Zone 8 ” 1'5;4 ', 6/!J ; 199 34 3'.38 8 3,4.0 38 3 33';7 37.9..`" 33 3.`37:2' :32 9 36:7+ w 32'7 3"fi 5 r `.32 X36 T7
C:tl'eCi ':.Jl.....,...r.. 7..s�. / . 1` / 4 / ,. -S
....t,-Y:wr...,h.,.
Zone 9 166 214 X39,8/-45,9 39.4/44,4 39,1/44,0 38,6/-43.2 38.2/42-5 38,0/423 37,8/<42,0 1
General Notes
-Exp B values are to nearest miles-per-hour(MPH)
-Pressure values are pounds-per-square-foot(PSF) Mean Roof Height (MRH)/ Exposures (Exp)
-Positive pressure signifies"pressure acting inward to the buildingMRH Exp B Exp C Exp 0
-Negative pressure signifies pressure acting outward from the building 15' 100%
-Enclosed structure classification with 2'of the door In the end zone
N
-60'x40'building size(larger buildings may require higher negative PSF) 25' 100% 86% 78%
-30'Mean Roof Height(MRH),see chart for differing MRH and Exp"values 100% at 84% 77/ w
-Greater door heights require Lower PSF values to meet same MPH 35' 97% 83% 76%
'
40-" ' 2111 95% ,t� , M' ti81%: >' ��� � 75%r , a
ASCE 7-05 notes 45' 94% 8010 74%
-Importance Factor of 1,00 50' 92%t
-Utilizes nominal/basic wind speeds 55.' 91% 79% 73%
-1s"'^* ( �"- l "' _'" -'-r t n may`•.. 4 oy n':v nt-.
578%
ASCE 7-10 notes These percentages reduce Exp 8 wind speeds to approximate MPH-for mean roof
-Risk Catergory p heights shown In MRH column,
-Utilizes ultimate wind speeds
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Page 2 of 6
For Use With Drawing;Number
V-09-0'13L6
Strut Placement
Door.Height.
Section
9'-0"to 10'-6" 10'9"to 1T-3 12-6'to 1.4`-0" t'4'3"to 15`-9" j 16'-0"to LT-6" IT-9"to L9'-3 19'-6`to 20'-0"
Number 6 6 to T-0" 76"to 8%0" 8'-3`to 8=9'°
12. N/A N/A N/A N/A NIA. N(A N/A WA NIA 1 at Detail A.
1] NIA N/A N/A. NIA. N/A NIA. N(A N/A C at.Detail A
C acDetaiC B'
I I at Detail C
l0 1 at-Detail {
NIA N(A N/A. N(A. N(A. N(A. N/A_ I.at A Detail 1 1.atDciaill C
L,at.Detail:C
9 1.atDelailB Lat:DetailB I.at:DetailB
NIA, h7A NIA N(A. NIA NIA LatDetaiLA
LatDetaiLC Lat.Dctail.0 I IatDetail C
$ N(A. NIA N(A. NIA N/A, LatDetailA. Lar.DctaiLB
F,atDetaitC LatDetail C LacDetaiLC Lat:Detail C
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5 t at Detail B ! FtttDel ilB L atDetailB l at Detail B' r at Detail B I'at Detail B 1.at Detail B {
N(A. k azDetail A I atDetaiLA 1.atDelail C I I atDetailC l atDetailC 1,atDetailC 1 atDetailC 1 atDetailC I at Detail C
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1
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Push Nut Detail) (use on,all rollers) f
use 318,"I.D.on bottom fixture roller stem,
i
use 711.6"L D.oa end!,hinge and top fixture roller stems
Push.nut:Slide roller into fixture and tap r f
push nut onto roller stem using 1127 socket — I
and.hammer. Leavefix r space D
betvvicea push.nut and.`fixtuure..
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
Iine.drawing for required quantities)_
Strut Placement Concerning,Windows
Where a.strut crosses,a.window„itis acceptable to move.the strut from.
position of"Strut above hinge"down to"Strut on top half of the hinge". Do Nor.
Window placement in any section.other than thetop section must follow the Gxcccd
same strut quantity and location as shown for the top section
D 1.0" B`
stmt Strut C 28" '
t
R 28'
e ,
A 10'1: A
L-ndll3m e
L•ittlH1nee � t
g
f tolerance
. f 3� �
Strut above Binge, Strut:on.top halfof(tinge I
Page3ot6 �
For Usei With.Drawing Number
Z7=09-013L6
i
Strut.Placement.Detail
Strut End Hinge Strut l
i
0'
I�� B
l
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Top fixture
Strut` End Hinge
Strut above top fixture Strut on:bottom.half of hinge Strutabove hinge
Detail.N Detail B Detail C
R
S
End'.Hinge
i
R
rEnd.Hinge
or
{
Bottom Fixture
Stmt in center-of section-
Detail
ectionDetail D
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Optional Windows
f Intermediate Hinge
",—Strut
I
B • i III Stmt
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'I
Strut
C Strut
i • `
I � i
D Stmt
i
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Struts
f
i
Paee4 of6
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4 9 2 1-
Glnzing Options:(Drax daylight opening 3y-3/8"x 12-1/2")
-1/9"DS13
•1/4"Tempeted Glass or Polyoutbonide
87/16"Insulated Glass w/opt foe'roinperod
b D
9'4'width shown
(see notes for other widths)
Optional`lNindwvs
(see Glazing Options)
- - - MR[
-5
door heighta
4D t
6'-6'to 7 6" 4 5 3
� y�y any --_ _ -
TopFixtlnc I
D
T-6 to M" 5 6 4
-- -
C 8'-31 to 8 9' S 7 4 C
4D - - - -
9'-0 to 104, b 8 5
--- -__-- -- --_ --__ l0'-9 to 12'-3" 7 10 6
lend Stile
T 12'-6"to 14-0" 8 11 7
3B -- --
2
14'-3"to 15-9" 9 13 8
End Hinge IC 16"=U to 1T-�' 10 14 9
qp 'hack 17'-9 to 19.3 11 16 10
- —
_ Bracket19`-6`1020`0' 12 17 11
Bottom Fixture - Track Bracket quantrtics shown are
- for use with grade 2 or beitcr Southern
Yellow pine,herer to Jamb Atiachineni
2B _ 2A Detail supplemental instructions for
B 2 2 usage of altemato,jamb materials. $
betaik for door heights tip to 20'-0"
Intermediate Strut are contained in(he Supplemental
14ing e i Insirueuong,which arc ret uiicd its
addition to this drawing for installation.
S° Do not install door using only this
CgTF ///� drawing,
Sappoumgstructural efemenR;hlli
be designed by a registered prnkxrnn it
i y--7 °� 0 engineer for wind loilds Chown on this
6 f.3 I 'r drawing;if door is not cicotncull
This door ins been evaluated in necordanime with ASTM E 330.2002 and �+ NO: +► g' y
ANSI/DASMA 108-2002;108-2005&108.20)2 y * �,. operated,n lock must be installed.
Applicable wind speeds are dependent on building ervelnpa i 9'
and mall be determined in compliance with relevant ASCE 7, Impe % STATE OF
ft-
MC or fkC standardg to meet regional and local requirements: j °" 0
Maximum door height: 20'-00° Q °°• F
A Glazing and doorhave not been icstcd for whidbome debris: ///_�� °'L OR��� C1
f.:Rte' A
ss/0NAL
- o o aaoo
Nidifi Design Prcssert(PSF) Stile Qt , ,/��/"I'I 1 11``` John E.Scales,P.). 05-2q-2017---
coo^ 454.0/,60.9 1 1 2560 King Arthur,Ste 124-54 Models:2X4X,2X5X,4X4X,
T-00' 446.3/.52.2 ( Professional Engineer's seal provided Lewisville,TX 75056 4X5X,52XX,59XX
81-00" +40,5/-4,5,7_ t only for verification of windload TXP56308;F-2203 -
consiritCtion details PlarE 6: $1737 C.H.I.Drawing:Z7-09-013L6
page 1 of 2
4 3 2 1
- a- _. - 3- - 2 1
Details on some views may have been omitted for clarity.
Top Fixture Tlie vertical wood iamb fasteners may be counter sunk to provide a flat mounting surface. slag Bracket
(.059)galvanized steel top fixture b
attached with See iamb attacltment details for more htfolmaiion about attaching jambs to sitttcitirc: (:086)galvanized 0 00
four 1/4"X 3/4"screws• steel flag bracket
D 2"x 7/16"(nominal)stop molding to be attached Willi minimum 8d nail attached to wood D
push nut or 2-1/2"long screw on 5"spacing.Stop molding not required wlicn door jamb with three
-' is more than 1"wider than opening. 5/16"x 1-5/8" -
End Stile wood!ag screws,to
-034 steel end stile norninal(:0185)+galvanized sieel minimurn
(• )� horizontal track
Willi two 1/4"X 5/8"
track bolts and nuts l
and to vertical track I
With two 1/4"x 5%8" a
track bolts and nuts,
_ aeu®
Optional Top rixture (;b34}steel cenier stile 2"(min)x 045(min)
(,109)galvanized steel top fixture galvanized steel track
attached with
C _" two 1/4"X 3/4"screws: Track Bracket C
push nut (:10)-}galvanized steel track
p bracket attached to wood jamb
8 With one 5/16"x 1-5/8"wood
(.034}sleet end stile �--�
lag screw per bracket and
attached to vertical track with
one 1/4"x 5/8"track bolt and
nut or two I/d'x 11/32"rivets.
End Hinge
Q galvanized steel O intermediate Binge
9 attached with (05$)galvanized steel -
four 1/4"x 3/4"screws. attached With
c - four 1/4"x 3/4"screws,
$ /
E 6 push nut $ `\Q,a%CEN$�
6W $
_-
2"(max,for.058 thick) -- - - ..� 2 3/4" � � •
4"(max,for,109 thick) �— 2 3/4 N0.51737
nominal 2"(min.) r—�- 3-1%L"(min:)stem '0. STATS�F �'�Q`
10(min.)ball roller %�Q .;�� p,•�t\2
with nylon or stool tire. /�. �._ t;�R`� NV AN
-'
00
Professional Engineers seal provided
000 ®
17/8" only for verification of windload
Bottom Bracket
A `-1 construction details
_ --- -
(102)galvanized steel bottom bracket ____ _- __ A
attached with push nut 1/2 (a (� ppp its
four real 1/4"x 3/4`'screws. john E.Scales,P,E, o a o[�oo a�
Optional Bottom Bracket Strut 2560 Kin Arthur, to 1..4-54 ® 05-X4X,
109 galvanized steel bottom bracket g S Models:2X4X,52XX,19XX,
push nut (• )g (.051)SO ksi galvanized steel 3"`strut Lewisville,TX 75056
p 4XSX;52X70,59X7t'
Vinyl attached with attached Willi TXPE 56308,F-2203
Aluminum extrusion C.H.I.Drawing;Z7.09-013L6
weatherstrip four red 1/4"X 3/4'"screws. two 1/4"x 3/4"screws per stile: Florida 1':)i.#51737
- page 2 of 2
4 3 2 1
Anchor:ITVIt'Pupcon or'rapcon LDT or Simpson Strong-Tic. keep each area clear of
TTW RamsctJ RRedheadTapcon,l/4""diameter,minimum 3.5'"long with washer thairnnfornis to ANSI 818,22:1 typo$, any back jamb
attachment fastenersITW Ramset/Redhead Large Diameter Tapson 3%8"diameter,ininimunh 4"long with washer that conforms to AN911318422.1 type B.
Simpson'riten 1•ID.3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22.1 type B. / 3"
Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 typo B. 8" D
When applying back jambs over dry wall or other non structural wall covering,use longer fasteners to insuro minimum embedment required. _h_e_ad_er
This chart applies to wood species With spceitic gravity greater than or equal to 0.42 including spruce pine Gr(Spl�)and southern pine(SP): j
See chart for minimum washer .diaineler. Washer diameters in Chart are based on use of Spruce Pine Fir. WMhers may be 10%smaller when Southern Pinc is used.
See chart for minimum edge distance required. Lowest anchor to be greater than the minimum edge distance up front tie floor and less than 10-inches hlom the floor. VER B/
FASTENER SPACING(niches)
2500 psi concrete Filled CMU
Simpson -
ITW Tapcon strong-Tie DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF)
-1/4"11/4"19/8" 3/8 3/8111.3/81, 14psf 17psf 20psf 24psf 28psf 32 sf 36psf _40psf 44psf 48psf 53psf 58psf 63psf 69psf 752sf 81psf 87psf- 93 sf
_24 24 24 24 24 1 24- 22'=9 18'-9.15'-11 13'-3 11'-4 9`11. 8-10 T-11 T-3 6'=7 _6'-0__5'-6 5'-6 4'-7 -_4'-3 _3'_-11 n/a n/a
24 22 24 24 24. 24 24-3 20'-0 17'--0 14'-1 12'-1 10'=7 9'-5 8'-6 T-8 7'-0_ 6'4 5'=10 5'-4_ 4'-11 4'-6 4'=2 nJa n/a_
24_ 20 24 _24 24 16_ 26'-6 _21'-9 18'-6 15-5 13'-9 11'-7- 10'-3 9'-3 8'-5-_ T-8_ T-0 6'-4 s'40 5'_4 4'-11 4'-6 4'=3 3'=11
24 18 24 22
-24--16- 28'-10 23'-9 20'-2 16140 14'-5 12'-7 11'=2 10'-1 9'-2 8'-5 T-7 6'-11 6'-5 5'-10 5'-4 4'-11 4'-7 4'-4
_ -
24 17 __24 _20 24- _-16 31'-9_ 26'-2 22'-3 18'-6 15'-10 13'-10 12'-4 11'-1 10'-1 9'-3 8'=4 7'-8 T-0 6'-5 5'41_ 5'-S 5'-1 4'-9
24 _ 15 24 18 -.24--__36 34'-3 28'-2 1 24'-0 20'-0 1T-1 15'-0 13'4 1 12'.0 10'-10 10'-0._I 9'-0 _8'-3_1 T=7 1 6'-11 6'-4 1 5'-11 5'=6 1 5'-1
24 15 1 24 17 16 16 36'-3 29'-10-25'-4 21 2 18'-1 15'-10 14'-1 12'-a 11'-6 10'-7_ -9'-7 8'-9 8'-6 7'-4 6'-9 -6'-3 5'-10 5'-5 Highest anchor installed at
22 13- 24 16 16_ _ 8 _n/a 32'-3 27'-5 22'-10 190-7 1T-1-. 15'-2 '13'=8 12'-5 11'-5 10'-4_.,9'-5. 8'-8 T=11 7'-3 6'-9 6'-3 5'-10 least fns high:is door opening: o
21 13 24 15 16 8 n/a 33'-10 28'-9 24'-0 20'=6 i8'-0 _16'-0 14'-4 13'-1 12'=0 16446 9'-11 9'-1_ 8'=4 7-8 T-1 6'-7 6'=2
Anchors to he evenly spaced between
19 12 24 14 16 8 _ n/a n/a -31'=4 26'-1 22'-S 19'-7 17'_-5 15'-8 14'-3 13'-0 11'-10 10'-9_ 9'-11 9'-1 8'-4 _ T-8 T-2 . 6'-8 the header and the floor.
16 10 24 12 16 8 _ h/a _n/a_ 36'-0 30'=0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-1 _12`4 11'-5 30'-S 9'-1 8'-10 8'-3 T-8
16_ 10 24 11_ ---8-- -8 n/a n/a n/a 31'-9 27'-2 23'-9 21'-2 19'-0 17'-3 15':10 14'-4 13'-1 12'-1 11'-0 10'-1 9'-4 8'-9 8'-2 _
14 _ 8 _ 24 10 8 8 n/a n/a n/a_ 35'-9- 30'-8 26'-10 23'-30 21'-5 19'-6 17-20116'-2 14'-9 13'=7 12'-5 11'-5 10'-7 9'-10 9'-2 0
12 7 20 9 _ 8 _ 8 n/a n/a n/a n/a n/a 30'-11 27'-t 24 8 2Y-5 20'-7 i8'-8 17'0 15'-8 14'-4 13'-2 12'=2 11'-4. 10`-7
11 7 -_20_ 8 8 8 n/a n/a n/a _n/a n/a 31'-10 19'w3 29'-6 _23'-2 21'-3 19'-2 11'-7 16'-2 14'-9. 13'-7 12'=7 11'=8 10'-1i M ysb structural
gli dc�umber3
May e co ici ors up a /8"deep
16 6 17 7 8 n/a n/a n/a n/a n/a n/a n/a 32-6 28'-9 26'-2 24'=0 21'-8 19'-10 18'-3 16'-8 15.4 14'-2 13'-2 12'-4 at each anchor location to provide n
9 __n/a.. 16- 6 _8 n/a n/a n/a_ n/a_ _n/a
n/a n/a n/a 32'-0 -29'-1 26'-8 24'-1 22'-0 20'-3- -i8'-6 17'-0 15'-9 141-8 i3'-9 flush mounting surface.
8 n/a 13 6 n/a_ n/a_ n/a n/a nA_ -n/a n/a n/a n/a n/a_ n/a_ 30'-11-28'-0 25'-7 23'-6 21'-6 19'-9 18'-3 17'-0 15'-11
n/a n/a 12 -n/a n/a ,n/a n/a - n/a_ n/a n/a - n/a_ ora__n/a_ n/a n/a n/a 32-4 29'-7 27'-3 24'-10 22`-10 21'-2 19'-8 18'-5_ ° o
- - - -- - -
14psf 17psf 20psf 24psf 28psf 320sf 36psf 400sf 440sf 48psf 53psf 58psf 630sf 69psf 75psf 81psf 87psf 93psf
250D psi concrete Filled CMU Firsi anchor to stall at no inose thtm
sten Wedge-DOOR WIDTH(feet and inches) g at A given DESIGN PRESSURE(PSF) half the fastener spacing distance and
ITW Tapcon ITW LDT HD All no less than the minimum edge distance.
1/4" 1/4" _3/8" 3/8" 3/8"_.3/8" FASTENER DIAMETER
1.75" 1:75" 2,5" 2.5" 2.75" 2.68" EMBEDMENT LENGTH °
1=1/8" 7/8" 1-1/2" V 1-1/8''1-1/8"WASHER DIAMETER
24/2" 3" _3"_ 411_ _..4" -EDGE DISTANCE _ Supporting stradural elements shall he designed by it registered
508# 319#1859# 371# 4809 340# FASTENER LOAD CAPACITY r professioind engineer for wind loads in addition to other bails.
This drawing does not address the jamb%wall design but only door
adoehmcdi:Jamb/wall construction is shown only for illustration
\\ �a •gTLt` � purposes The building designer is responsible for ensuring that the
�\ Q, ipE N8F•\ts /� jamb/wnh is sufficient to carry Vic door live silt<lanc loads. This
Digitally signed by John E,Scate5 RE, j drawing does not address the spring pad conneodons. Regislored
00,
Date:2018.02.07 15:11:58-06`00' 51737 i professional engineer may approved an allernative design.
Manufacturer's installation instructions must be followed. _.
Maximum spacing shown to chart: * ;* MM 0Fl� SCALE none
John)✓:Scale§,P.F: *' �_W_ RATE Lessen spacing may be used to avoid interference with door hardware 2560 kin Arthur,Ste 174.54 'O STATE OF -tY ���JJJ UULLJJ OE]O and or fastening system,but not less than 6". g. ., .� O O- O.0�0
Load per jamb=0.5 x door width x max positive pressure x door height.
Lewisville,TX 75056 0 %ov PIOR`OP' \Z.�� o s R a o___ a R s- 2�1 g-2�r�
Florida P.B.0 51737 C! ��
8"CMO block walls shall comply with ASTM C90. TXPE 56308,P-2203 /// SS/OiVA�-�a\\\ Back lamb Attachment Detail
Use minimum 2000 psi grout or concrete when filling CMO. ///// \\\ COI1C1`ete Anchors
CMU fastener spacing distance may vary+J-1".
IIII{1
Professional Engineer's seal provided only for verification of windload construction details. CRT, DraWing: BIA•-101 I Re`V.-07
Use SP values only if both structure and jamb are Southern Pine. W"MIN - ' 1/2"MIN 1h"MCN -�'1/2"MIN
Use SPF values when Spruce-Pine-Fir is present in structure orjamb material. ATTACHMENT OF -
Lesser spacing may be used to avoid interference with door hardware and or fastening system. 2x6 WOOD JAMB ATTACHMENT'Or
2x6 WOODY B
Maximum spacing shown in chart.
AM
Lag scrow:3/9"diamcter x 3"minimum long;must conform to ANSI/ASM)✓$19.2.1 )'2"SHEATHING xxx ON SHE A THING
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 818.22.1 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.
Spruce:Pine-Fir(SPF) y2"SHEAT'IIINO
MAX LAG SCREW SPACING(Inches)FOR DOOR WIDTH(t iaz)vs DESIGN PRESSURE 'Y"k 3.1/2 YAG SCBE
" WS
MAX WIDTH _ DESIGN PRESSURE IN POUNDS- -FEET PSF keep each wa
- -- _ ( 1 -— ---- --- - - clear of any back
-IN FEET„ 12 PSF 15 PSF_ 18 PSF 21 PSF _24PSF_ 27 PSF- 30 PSF 33 PSF_36 PSF _39 PSF 42 PSF 46 PSF 50 PSF 53 PSF jamb attachment
5 9' 24" 24" 24" 24" 24" 24' 24" 24" 24" 24" 24" 24" 24" 24" fastenw
10' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21"
12' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 22" 20" 19" 18"
14' 24" 24" 24" 24" 24" 24" 24" 24" 22' 21" 18" 17" 16'' 15" elm,
0 $,
15' 24" 24" 24" 24" 24'' 24" 24' 23 21` 19" 18" 16" 15'' 14" header I
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" 8111111
20' 24" 24" 24" 24" 24" 21" 19" 17 16" 14'' 13" 12" 11" 10" / __
22' 24" 24" 24" 24" 21" 19" 17" 15' 14" 13" 12" 11" 10" 9" 3"
24' 24" 24" 24" 22" 20" 17" 16" 14' 13" 12" 11" 10" 9" 9"
26' 24" 24" 24" 21" 18" 16" 14" 13" 12" 11" 10'' 9" 8" 8"
30' 24" 24" 21" 1S"_ _ 16" 14` 12" live1_ti�`__ 9" _ 9" - 8" 7" 7"
Southern Pine(SP) "
MAX LAG SCREW SPACING(Inches)FO_R DOOR_WID`fH(mast)Vs-DESIGN PRESSURE - - - - a
MAX WIDTH -_ _ _ __-_ _DESIGN PRESSURE IN POUNDS•PER-SQUARE-FEET(PSF) -
IN FEET_ 12 PSF__15PSF 18 PSF _21_PSF 2.4 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" Hig+licst anchor installed at
12' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" least as high tis door opening.:
14' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23 21" 20"
15' 241' 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"
18' 24" 24" 24" 24" 24" 24" 24" 24" 22" 21'' 19" 17" 16" 15" Anchors to be evenly spaced between
20' 24" 24" 24" 24" 24" 24" 24" 22" 20" 18" 17" 16" 14" 14" the header and the Floor:
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" 10" -A structural grade lumber.
_- _30"_ _ 24" -_. 24"__... 24" --_-23"_-,201' 18" 16" _ Is" __13"_ -12" IV 10" 9" 9" May be counterbored up to 3%8"deep at
r each anchor locution to provide u
Ililsh mounting surface:
�\ First anchor to start,at no more titan m
\
'00 ENSl % j half the fastener spacing distance and
/no less than the minimuin edge distance:
No.W3? o
Digitally signed byJohn .Scates P.
Date:2018.02.0715;11:28-06'00' IrOF ; 1711717 none hone
Southern Pine(SP)specific gravity=0:55;lord per anchor=620 pounds, y `� ((� E=117-71
Spruce-Pine-Fir(SPF)specific gravity=0.42,load pet anchor=482 pounds. /�O�• •���R,Q�. E O.0�0 4_25-2017
Maximum load per jamb 0.5 x(door height)x(door width)x(maximum positive pressure) �j G �� E 0.11 E o 0 o p s
These charts do not address spring pad connections to the building. John E.Scales,P.E: �/i ss/p p1,��\��
/ \ Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. 2560 King Arthur,Ste 124-54 18111111 Ili
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 Engineers-seal provided only for
TXPE 56308,F-2203 verification of windload construction details: C.H.T.Drawing, 13JA-102 Rev.-06
Self tapping screws (with steel) track screw,:1/4"dia X 3/4"RcIf tupping surew;must confoem to MSf/ASMEB18.2.1. .'100"x V fillet welds
Welds performed h u Certified Welder ur ins
T1SE 9/16" Mt'steel lambs;allowable load per screw=444 lbs, I" y petted by a
MINIMUM 1)1 dClCet Or Allowable load cr seiLW;l2 nl+i=209]63,14 Certified Welding Inspector to verify inteP•{ty of welds:
reverse p g F' gunge=143 Ibs,asst 1L gauge=1 I(i lbs, huge or'/t."s(ccl Jambs;allowable lend per weld=1,272 lbs,
'DIAMCTBR 12 g
ContinUO 1S Optional Washer:9/16"O.D.minimum:must conform io AN81818.22.{type&
tangle WASHEl I Use all necessary precaution3 when welding galvatlirod steel.
SCRI IdBAD all le Washer not required if fastener head has minimum 9/16"outside dimncter.
g Welds to be evenly spaced between header turd floor,
-- 1S L:8SS THAN - Lowest fastener to be withua 10-inches of the floor
Loivesi Weld to be within 10-inclics of the floor -
9/I6'DIAMETER Maxintiun spacing shown in than. Lesser spacing may lie u3ed to avoid interfemtice
Minimum of 3 welds per Jamb required.
with floor component system.
Add holes to continuous angle as rciluired to satisfy fauener spaoing in these chiins, Pillet welds to have a straight or convex!nate surface.
Thcsc churns do not address spring pad coiiiicciions to tho build'utg. Tack weld toe of angle at same spacing to prevent rotation of track anglo.
Load per.16mb c0.5 x door width x nlax posiflve pressure x door height Cracks and blemishes'shall be ground to a smooth
ATTACHMENT SPACING(inches).
- conlourimd checked to ensure soundness.
_-
SCREWS _SCREWS SCREWS- _WELDS_ SCREWS_ WELDS-1—-__ -._- _._. -_ __ _-. _.___..____.___ __ _ _ Thesecharts tlo(lot address spring pad Connections t6 ftio building.
16 ga 14 ga 12 ga 12 ga 3%16" 3/16" D00R WIDTH(feet and inches)at a_given bESIGN PRESSURE(m) Loud per jamb=0.5 x door width x max positive pressure x door height
jamb jamb jamb jamb jamb jamb 14psf 17psf 20psf_ 24psf 28psf 320sf 36psf 46psf 44psf 48psf 53psf
24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7 3'-11 3'-5 3'-0 n/a n/a n/a n/a
20 26 36 36 36 36 9'=5T=9 6'-7 5'-6 4'-8 4'-1 3'-8 n/a n/a n/a n/a pack bracket.Continuous angle
18 24 36 36 96 36 9'-11 8'-2 6'=11 5'=9 4'-11 4'-4 3'-10 n/a n/a n/a n/a le reverse tangle
16 20 30 36 36 96 11'=9 9'-8 8'-3 6'-10 5'=10 5'=1 4'-7 4'-1 n/a n/a n/a
14 18 26 36 36 36 13'-5 11'=1 9'-5 7'=10 6'-8 5'=10 5'=2 4'-8 4'-3 3'=11 n/a
12 16 24 36 96 36 14'=1112'-3 10'=5 80-8 T-5 6'-6 5'-9 5'=2 4'-9 4'-4 3'-11
12 15 22 36 36 36 15'-8 12'-11 11'-0 9'=2 7'40 6'-10 6'-1 5'=6 5'-0 4'-7 4'-1
- ,100"x 1"long l'illetWcld
9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-11 100=2 8'=11,8'=11, V-11 7'-1 6'-6 5'41 5'4 4'-11 4i-6 4'=1 n/a n/a n/a n/a
(E60XX Eleeuo(les Min).
8 10 16 36 34 36 22'=4 18'-5 15'-8 13'=0 11'-2 9'-9 8'=8 11=10 7'=1 6'=6 5'=10 5'-4 4'=11 4'-6 4'-2 n/a n/a n/a Weld to he located vertically on
- - r 16'-8 - -i- r- " -a 4i4 -i iinblc at spacing specified in chant
7 10 14 36 31 36 24 6 20'=2 1T=1 14'-3 12 3 10.8 9'=6 8-6 T=9 7 i 6 5 5' 11 5 5 4'=11 4=6 4.2 3-ii n/a tnd uiek Weld tee of an&of
6 8 12 96 25 36 29'40 24'-7 20'-101T=5 14'-1113'-0 11'-7 10'=5 9'-6 8'-8 7'-10 7'-2 6.7 6'=0 5'=6 5'=1 4'-9 4'-5
truck bracket at same spacing.
6 7 11 36 24 36 31'-5 25'=10 22'-0 18'-4 15'-8 13'-9 12'=2 11'=0 10'-6 9'-2 8'-3 7'=7 6'-11 6'-4 5'-10 5'-5 5'-0 4'-8
n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'40 20'=5 17'=1015'-1014'-3 13'-0 11'-1110'-9 9'-10 9'-0 8'-3 71-7 7'-0 6'=6 6'-1
n/a 5 7 36 16 36 n/a 39'-2 33'-3 27'-9 23-9 20'-9 18'-6 16'=7 15'-1 13'4012'-6 11'=5 10'-6 9'-7 8'-10 8'-2 T-7 7'-1
n/a n/a 6 36 12 96 n/a n/a 41'-9 34140 29'=10 26'=1 23'-2 20'-1019'-0 1T-5 15'-9 14'-4 13'-3 12'=1 11'-1 10'-3 9'-7 8'41
n/a n/a 5 32 11 92 n/a n/a n/a 39'-9 34'=0 29'-9 26'-6 23'-10 21'=8 19'=1018'-0 16'=5 15'4 13'=9 12'-8 .11'=9 10'-1110'=3
n/a n/a n/a 30 10 30 n/a n/a n/a n/a 96'-4 31'-9 28'-3 25'-5 23'-1 21'-2 19'-2 17'=6 16'=1 14'-8 13'-6 12'-6 11-8 10'-11
n/a n/a n/a 26 9 26 n/a n/a n/a n/a n/a 36'4 32'-7 29'=4 26'=8 24'-5 22'-1 20'-2 18'-7 1T=0 15'=7 14'=5 13'-5 12'4
n/a n/a n/a 24 8 24 n/a n/a n/a n/a n/a n/a 35'-4 31'-9 28'=10 26'-6 24'-0 21'1120'=2 18'-5 16'4115'4 14'-7 13'-8
n/a n/a n/a 16 5 16 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/0 n/a 32'-10 30'-3 27'-7 25'-5 23'=6 21'=1120'=6
n/a n/a n/a 14 n/a 14 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31-7 29'-0 26'-1125'=0 23'=5
n/a n/a n/a 12_ n/a 12 n/a n/a_ n/a__ n/an/a n- n/an/a _n/a n/a n/a n/a_ n/-a___n/ja n/a 31'-4. 25'-2 27'=4
SCREWS SCREWS SCREWS WELDS- SCREM WeiDs 14psf 17psf 20psf_ 24psf,_28psf 32psf 36psf_ 40psf__d4psf 48psf 53psf 58psf_ 63psf_-69psf, 75psf 81psfi 87psf. 93psf_
16 a 14 a 12 a 12 a 316" 316" DOOR WIDTH feet and inches ata ivenIJBIGNPRE55URE PSF AhowdProfessinalaybaedr. cd6yn
g g B g / / ( - )__ g (.._)_ _---__-_-_— hu0nsud Professional onginaer.
•ami_ --jamb _ami jamb jamb jamb 54ppnriingstruc(tiidcicineM.ahnlllro
^- -- _ dosigned by 4licensed profess{aml engineer
ATTACH MEN7 SPACI NG_(inches)
1100 1430 209_0_ 1272N 44411 127211 r , fer land bids til additi6n le ower 16ir1s.
LOAD PER FASTENER(pounds) This drawing does nrA nddroNs the jamb/wll
\\\X` SCq //�� dr ign but only door attachment.)4mbhvnll
,
\ L .- - / consimodon is shown only for iluitraiion
parposes.The building designer isr sfwnsibla
for ensuring that tho jambA dl s nofficienito
curry the tom live mhJ siniie lanais.
No:61737 --
- SCALE
* ` Ornone
o,,, STATE OF ;.�40 TOMo�o_000 DATE
John)E.Scales,P.E. e o n s 2=18-2015
2560 King Arthur,Ste 124-54 i�0 R P-+
Lewisville,TX 75056 /� �` COR'1Q.• (�\ \\
Florida P.E.951737 Digitally signed by John 5.Scates P.E. xx//O'Sjd�A-E �\�\ Steel Attachment Detail
TXPE 56308,r-2203 Date:2018.02.07 15:11:13-06'00' L —
Professional-En meer's-seal providedonly for verification of, I construction details. C.14.)'. Drawing: BSA-103 Rev.-07