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Product Aooroval Menu>Product or AoplicaUonSearch>ppglica'tton Ust>Application Detail 1
I �' 1
'FL# FL15012-112 I ;1
Application Type Revision i
Code Version 2814
Application.Status Approved. y
*Approved by DBPR.Approvals b,/',DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
s
Comments
Archived (I
I I
Product Manufacturer C.H.1.Overhead Doors
Address/Phone/Email 1485 Sunrise Drive ! j
Arthur,IL 61911 I;
(217)543-2135 Ext 4273 ;
windloadengineering@ciiohd.corii'
Authorized Signature Pat Hunter
windloadengineering @ctiiohd.conj,,
;I •i
Technical Representative li i
Address/Phone/Email
Quality Assurance Representative
' Address/Phone/Email
l Category Exterior Doors I ;*
Subcategory Sectional Exterior Doori{ssemblie,s I
4 `
Compliance Method Evaluation Report from'I Florida Registered Architect or a licensed Florida
{ Professional Engineer II
EvaluationReport-Hardcopy;Received
i
Florida Engineer or Architect Name who developed John E.Scates ; {
the Evaluation Report II i
Florida License PE-51737
Quality Assurance Entity Atchitectural Testing,Inclllli i
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Gordon Thomas,F.E. i
Validation Checklist-I Hardcopy Received
I
i
Certificate of Independence FLIS012 R2 COI, Cert 6f Ind Scutes s,,gdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 i 2005
ASTM E1996 i j 2009
ASTM E330 i 2002
DASMA 108 2002
DASMA 108 i 2005
DASMA.115 II i 2005
Et
Equivalence of Product Standards I I
Certified By E'
� 1
haps:tlwww.floridabuilding.orglprtpr app dtl.aspx?param=wGEVXf2wtDquS73Fr2ZyiPgc%2bhld1Gct36L5orvMJEkm'LW9HtlR%2bfdXSg%3d°/u3d 1/6
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1117/2017 Florida Building Code Online I '
pressures.and widths+37.4(psf)/-41.6(psf)at 08'-00"through
+10:9(psf)/-12:1(psf)at 21'-00"
15012:15 reL; 2240,2241,2250,2251,4240, 12'=00"wide through•2V-00"!wide by 20'high steel sectional
4241,4250,4251,5240,5241, door with o i without pulystyr 1ne insulation.
5250,5251
Limits of Use Installation"Instructions
Approved for use.tn HVHZ:No FL15012 R2 II lamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FLIS012 R2 II,Suptlemental Instrructions Pan s.Dddf
'Impact Resistant:No Verified By.13ohn E.Slates,P.E.FL-51737
Design Pressure:N/A Created by rndepend�ntThird Party: No
Other:Sectional doors provided for windload applications. Evaluation I Reports;,,
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL25012 R2 AE E4 Rept s.odf
which are accepted test methods_per 5th edition,(2014)Florida FL15012 R2 AE FZAL16-013L5s.Ddf
Building Code•Section 1715.See drawing FZ3-16-013L5 for Created by ilndepend4 nt Third Party:Yes
pressures and widths+24.9(psf)/-2T7(psf)at 12'-00"through j
+10.9(psf)/-12.1(psf)"at 21'-00".
15012.16 rf;-2240,2241,2250,2251,4240, 14'-02"wide,through 24'-00"wide by 20'high steel sectional
4241,4250,4251,5240,5241, door with or without p6;lystyrene insulation.
15250,5 251 i
Limits of Use Installation Instructions .I
Approved for use in HVHZ:,No FL15612 R2 II 3am6_'Attachl Drawings s.pdf
Approved for use-oiitside.HVHZ:Yes FLIS012 R2 II Supplemental Instructions Pan s.pdf
Impact Resistant:No Verified By:l7ohn E.Scates,PIE.FL-51737
Design Pressure:N/A Created by Independ'erit Third Party: No
Other:Sectional doors provided tar windload applications. Evaluation Reports
Tested in accordance with:ASTM E330 and ANSI/DASMA 108, FL15012 R2,:AE Eval_Rept s.pdf
which are accepted test methods per Sth edition(2014)Florida FL15012 112'AE FZ42716-01315s.pdf
Building Code Section 1715.See drawing FZ4-16-01315 for Created by Independent Third Party:Yes
pressures and widths+25.1(psf)/-27.9(psf)at 14'-02"through I i
+10.5(psf)/-11:7(psf)at,24'-00" 1
15012.17 rf1; 2240;.2241,2250,2251,4240, Up to.16'-00'j`j wide by!�20'high1steei sectional door with or
4241,4250,4251,5240,'5241, without polystyrene insulation.
5250,5251
i'
Limits of Use InstatiationlInstrucflons
Approved for use in HVHZ:,No FL15012 gill 3a-h Attach!Drawings s.0df
Approved for,use outside HVHZ:Yes ELi 012 R2'I1II Suoalbhagntal' Instructions Pan s.pdf
Impact Resistant:Yes Verified By:John E.Scates,P.E.FL-51737
Design Pressure:+22.2/=24.7 Created by Independent'ThirdParty:No
Other:.Sectional doors provided for potential"code-plus" Evacuation Reports t,,' 1
applications.Large Missile impact(9 pound missile)•and cycling FL15012 R211AE Evd Reot s.Ddf
tests conducted in accordance with ANSI/DASMA 115,ASTM FL15012 R211AE FZ41-16-01515sxdf
E1886 and ASTM,E1996.Static tests conducted in accordance Created by I6dependdntThird Party:Yes
With ASTM,E330 and ANSI/DASMA.101&These are accepted. �•
test methods per,Sth edition(2014)FBC Sections 1609 and I
1715.See drawing F44i-16-01515 for pressures
+22.2(psFV-24.7(psfj at widths up to 16'-00"
15012.18 rg;2240,2241;2250,2251,4240, 08'-00"wide through A!-10"wide by'20'high steel sectional
4241,4250;4251,5240,5241, door with or without poiystyrene insulation.
5250,5251
Limits of Use Installation instructions i
Approved for.use.in HVHZ:No FL15012 82141 lamb.attach Drawings�s.)df
Approved for use,outside HVHZ:Yes F 15 12 R2 III Supplemental Iinstructions Pan s.pdf
Impact Resistant:No Verified By:3;bhn E.Scates,P.E.FL-51737
Design Pressure:N/A Created by in'ependeiitThird Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports I i
Tested in accordance with ASTM E33C and ANSI/DASMA 108, FL15612'112 i' E Evai� lent s.adf !j
which are accepted test methods per Sth edition(2014)Florida FLIS012 X22 IAE FZ5-16-01315s,1df
Building Code Section 1715:See drawing FZS-16-01315 for Created by Independent',Third Party:Yes
pressures and widths+52,4(psf)/-58.3(psf)at 08'-00"thfough
+23.7(psf)/-26.3(psf)at 16'-10" II j a i
15012:19 rh;2240,2241,2250,2251,4240, 12'-00"wide through 24'=00"wide by 20'high steel sectional
4241,4250,4251,5240,5241, door with or without polystyrene insulation. }
5250,5251 I'`
s
Limits of Use 'Installation Instructions
Approved for use in HVHZ:No FLIS012 R2 11 lamb 'Attach Drawings s od
Approved for use outside HVHZ:Yes FLIS012 R2 II Supplemental Instructions Pan s.pdf i
Impact Resistant:No Verified By:Sohn E.Scates RE:FL-51737
Design Pressure: N/A, Created by Independerit;Thlyd Patty: No
Other:Sectional doors provided for windload applications. Evaluation Reports I(
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rept s.pdf
which are accepted test methods'per Sth edition(2014)Florida FL15012 R2 AE FZ6-16=01315s pdf
Building Code Section 1715.See drawing FZ6-16-01315 for Created by Independent Third Party:Yes
pressures and widths+40.1(psf)/-44J(psf)at 12'-00"through
+13,4(psf)/=14.9(0sf)at 24'-00"
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4 3 ? 1
Optional Standard Liles
16'-0"(see notes for other widths)
3$ intermediate Window Options:
-___ T_- -------- -- - ------
--- ---— — --- - ----- --- --(see window-options)-- - __ ---' --- -- -2 -hinge- — -— 1C 1/4" Tempered Glass
2 2 1/4" Polycarbonate
D top fixture 7/.16'Insulated-Glass
- -
-- -7/16'_'�Tempered-lnsulated-Glass=--
- - bracket Max daylight opening 39-3/8 x 12-112"
rj--
end stile o
7' lB
.lg m 03B track Door Height r Q V) F a
bracket
6'-6"to,7'-Q 4. 7 3
end hinge
C ' T-61"to 81-0" 5, 9 4 C
4A a 8'-3"to 8'-9" S 9 4
94"to 10'-6" 6 11 S
bottom fixture
10'-0"to 12'-'t" 7 13 6
12'-6"to 14'-0" 8 15 7
3A 2A
2. 2 14'-3"to IS'-9" 9 17 8
This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108.05. sifut attachment strut 161=0"to 171-6" 1) 19 9
Supporting structural elements to be designed by registered professional engineer for specified wind loads. 17'-9"to 19'-3" 11 21 10
If door.is not electrically operated,a lock must be installed. 19'-6"to 20'-0" 12 23 11
E Maximum door height: 20-0" Maximum section height: 21"
Per-ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds. Trick bracket quantities shown are for use with $
These exposure"E"wind speeds tire for Thigh doors on 30'tull buildings. grade'2 or better southern pine,jumbs, when usin
softer wood species like spruce-pine-Gr(SPF)use
WIdth Design Pressure Wind Speed- Windows Center Stiles r the quantity of trek brackets specified in the char
24`-() 13.4 s -14.9 s 122(mph) YES 9 plus three track brackets per side,
22'-00". 15.9( s /-17.7( s 133(mph) YES 9 `lj>%llllflJN _
details
20'06" 18.3( s /-20.4 sf) 143 m h) YES 9 ♦��YES 9 ��0�; ..Stia ArFs~//i fo Supplemental
up to 20'-0'high,These are required in.
20'-00" 19.3 s /=21.4( s 146(mph) YES 9 �, addition to this drawing for installation, Always
19'-06" 20.3 sfl 22.6( s 150(1111311) YES 9 John E.Scates,P.E. "� No.54737 use supplemental instructions in additiomto this.
19'-00'.' 21,3( s /-23.8. sfl 154 mph) YES. 9' 1 * _ drawing during den r;installation.
3121 Fairgate Drive *t
18'-06" 1215( s /-25.1( sf) 158(mOit' YES 9 Carrolltontrip YES 7 ,Texas 75007 o+, gTATEOF �w� � (� � O� nts
1706" 25;2('s t-28.0(psi). 166'(m h YES 7 Florida P.E.# 51737 i��o• COR1�P•pati o - 04(39-2015
17'00" 26,7( s /-29.7(psr) 171(mph)_ YES 7' /FSS1 - � Models:�0,2242,2250,2251,4240,424 i,
A
fG0Ot 30:p s''/-33:5 sf) '181 Qqp4 YES' T '�j/1/%f j y1���1` l 4250,4251,5240,5241,5250,5251
A
40.1(psf)/-.44,7(p'sf)at 12'-00"through
15'-00" 32.1 s -35.7 sfl !87 m h' YES 7
14'-00" 34.4 s /-38.3 s 193(in h YES 5 ( [� �j ( � (D Digitally signed by)ohn E.Scates,P.E. 13.4(psi)/' 14.9(psf)at 24'-00"
IY-OW 37.0 /-.41.2' s 199(mph) YES 5 [! L I}-5012[1tt2 Lbate:2015.04.14.14.40t12-05'00'
12.00"'40.1 s /-44.7 207(mph) YES S C.H.I.Drawing: FZ6-16-01315
Center stile.quartity is minimum per section. Professional Engineer's seal provided only for verification of wiudload construction-details page l_of 2
4 3 2 I
�
'--
„ .---.
�
Strut(if applicable)na shown for clarity. --Details on some views mav have been omitted for clifity.—
The vertical wood jamb fasteners may be counter sunk to provide a flat mountin sui ac
b�ture. Each fixture attached g f C.
with four 1/4”x 3N'screws, See jamb attachment details for more information ab"out ittncbijg_j#mbs to struqture�., 080)9-0vanizeCIPeel
flag
2"x 7/16"(nominal)stop molding to be secured with wood jamb with three 0 0 0 aw
push nut minimum 8d nail or 2-1/2"long screw on 5"spacing. 5/16"x 1-5/8"wood lag
Stop molding not required when door is more than I"wider Hum opening,
034)end stile
nominal(.0185)galvanized steel minimum
Flag bracket attached
to horizontal track
(.109)galvanized steel top track bolts and nuts.
fixture. Each fixture attached
C with two 1/4"x 3/4"screws. .(.034)center stile 2"(min)x 0485(nil Flag bracket attached to C
push nut galvanized steel ftwk vertical track with two 1/4"
(034�end stile x 5/8"track boltsand nuts,
'ne End Hinge ...... Intermediate Hinge Or two 1/4"x 11/32"rivets.
I(.,in)x r0485(W..
galvanize*d steel fastened (.058)galvanized steel (.102)galvanized steel track
L to section with 9 fastened to section with bracket fastened to.wood jamb
lag,screw per bracket.
'
4"(max.for,109 thick) F_ 1� Each track bracket attached with
B one 1/4"x 5/8"track bolt and nut. B
10 6nin)ball roller
with nylon or steel trend. push nut 3" John E.Scates,P.E.
—d 3121 Fairgato Drive
Carrollton,Texas 75007
102)galvanized steel nts
bottom bracket Each 3" .051 iO kstgalvanized steel wo.6173,7 04-09-2015
L strut-attached witli-two 1/4":x 3/4"
.bracket attachedwith four. Models:124o,2241 2�50,2251,4240,4241,
screws per stile or hinge plate. I
A red 1/4"x 3/4"screws. (.1109)galvanized steel bottom 4250,4251,5249,5241.5250,5251
bracket Each bracket attached A
Vinyl Aluminum extrusion Optional low head room bottom bracket FL 1,501 21R2 L I 1A% 1 13.4(Psf)/-14,9(Psb at 24'-00"
we,atherstrip C.R.I.Drawing: Fz6-16-013 IS
Professiona.1-trigineer's seal provided only for verification otwindload cdhAffdtIdiRJciailsJ
ofj
. Y11 'w
Optional low head-room top'bracket ush nut
�
�
Anchor:ITW Tapeon or Tupcon LDT or Simpson Strong-Tic. keep each,area clear of
ITW Ratitsei/Redhead Tapeon,1/4"diameter,minimum 3.5"tang with washer that conforms to ANSI B1$:22.1 type B. any back jamb.
attachment fasteners
IT,W Rainsct/Redhead Large Diameter Tapcon 3/3"diameter,ininimum 4"long with washer that conforms to ANSI B18.22.1 type B.
Simpson,Titen HD.3/8"diameter,minimum 4 long with washer thatconfoims to ANSIB18.22.1 type B. 3'
Simpson Wedge-All,3/g"diameter,minimum 4"long.withwasherthat conforms loANSIBI8'.22.1type B. Nhemader
o t
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 wood species with specific gravity greater than or equal to 0.42 including spruce pine fir(SPF)and southern pine(SP). +
See chart for minimum washer diameter. Washer diameters in chart are based on use of Spruce Pine Fir. Washers maybe 10%smaller when Southern Pine is used. g°
See chart for minimum edge distance required. Lowest•anchor-to be greater than the minimum•edge.distance up from the floor mid less than 10-inches'from the floor.
FASTENER SPACING(inches)
2500 psi concrete Filled CMu
Simpson
ITW Tapcon Strong-Tie DOOR WIDTH(feet and inches),at.a_given.DESIGN_PRESSURE,(PSF)• __,.•-- _
- -
ALL'1 4' A8• -'319- s 8.= $ 8' -14 sf-=17psf--20"'sf 24 sf=28psf ai sf 36psf `40psf`44 sf'48psf 153psf Sapsf 63psf-fig sf'75 sf 81psf 87psf 93 sf '
24 24 24 24 24 24 22'-9 18'-9 1S'-11 13'-3 11'-4 9'•11 V-10 T-11 1 T-3 6'-7 6'-0 5'-6 5'-0 4'-7 4'-3 V-11 n/a n/a
24 22 24 24 24 24 24'-3 20'-0 iT-0 14'-1 32'-1 10'-7 9'-S V-6 7'-8 T-0 6'-4 V-10 V-4 4'-11 4'-6 V-2 n/a n/a
4 20 24 24 24 26 26'-6- 21'-9 I8'-6__35'-5__23`-3_-11'-7-_10'-3-=9_-3=-8`_5==7_-8==7'-0=1=6!-4==5'-10==5'=4==4'411==4'=6==4`3--3'=n- -
-- —24---18- —24 22—24 16 28.10 23'-9 20'-2 16'-10 14'-S 12'-7 11'-2 10'-1 9'-2 8'-S T-7 1 V-11 V-S. V-10 5'-4 N;-11 V-7 4'-4
24 17 24 20 24 16 . 31'-9 26'-2 22'-3 18'-6 15'-1013'-10 12'-4• 11'-1 10'-1 V-3 8'-4 7'-8 T-0 6'-5 V-11 V-S V-1 4'-9'
24 15 24 18 24 1 -16 344 §28'-2 24'-0' 20`-0 17'-1 15'-0 13'-4 12'-0 10'-10 10`•0 9'-0 8'-3' .7'-7 .6'-11 6'4 5'411 V-6 V-1
24 1 15 24 17 '16 1 16 '36'-3 29'-10125'-4 '21'-Z' 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 1 T-4 6'-9 V-3 V-10 5'-S Highest anchor installed at
22 1 13 24 16 16 1 8 n/a 32-3 1 27'-5 22'-10 19'-7 1 1T-1 15'-2 13'-8 1 12'-5 11'-5 10'-4 9'-5 "8'-8 7'-11 7'-3 6'-9 V-3 V-30 qleast as high as door opening. o
21 13 24 15 16 8 n/a 33'-10 28'-9 24'-0 20'-6 18'-0 -16'-0 14'-4. 13'-1 12'-0 10`-10 9'-11 9'-1 1 8'-4 7'-8 T-1 6'-7 6'-2 Anchors to be evenly spaced between
19 12 24 14 16- 8 n/a n/a 31'-4 26'4 22'-5 19'-7 1T-5 15'-8 14'-3 13'-0 11'-10 10'-9 9'-11 V-1 8'-4 T-8 7'-2 V-8 the header and the floor,
16 10 24 12 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-5 9'-7 8'-10 8'-3 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 13'-0 10'-1 9'-4 1 8'•9 8'-2
14 8 24 10 8 8 n/a I n/a n/a 35'-9 r30'-8 26'-10 23'-10 21'-S 19'-6 17,k=10 16'-2 14'-9 13'-7 12'-5 11'-5 10'-7 V-10 9'-2 0
12 7 . 20 9 8 8 n/a n/a n/a n/a n/a 30'-11 27'-5 24'-8 22'-5 20'-7 18'-8 1T-0 15'=8 14'-4 13'-2 12'-2 11'-4 10'-7
r , , 2x6 structural guide lumber.
11 7 20 8 8 8 n/a n/a n/a n/a n/a 3i-10 28.3 25-6 23-2 21-3 19'-2 17-7 16'-2 14-9 13-7 12'-7 11'-8 10'-11 May be counterbored up to 3/8"deep
10 6 17 7 8 n/a n a n/a n/a n/a n/a n/a 32'-0 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 a
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 26'48 24'-1 22'•0 20'-3 18'-6 17'-0 15'-9 14'-8 13'-9• flush mounting surface,
8 n/a 13 6 n/a n/a n/a n/a n/a n/a n/a nja. n/a n/a n/a 30'-11' 28'-0 25'-7 23'-6 21'-6' 19'-9 18'-3 1T-0 15'-11
n/a n/a 12 n/a ;n!a ria n/a n/a n/a n/a n/a n/a 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
2500 psi concrete Filled CMU 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf Sapsf 63pst .69psf 75psf 81psf 87psf 93psf
First anchor to scan at no more than
sten Wadge- half the fastener spacing distance and
ITW Tapeon ITW LDT No All DOOR WIDTH(feet and inches}at a given DESIGN PRESSURE{PSF} no lessiltan the minimum edge distance.
1/4" 1/4" 3/8" 31W 3/8" 3/8" FASTENER DIAMETER
1.75" 1.75" 2.S" 2.5" 2.751112,68"JEMBEDMENT LENGTH °
1-1/81' 7/8" 1-1/2" Sn 1-1/8"1-i/8"wAsHER DIAMETER
2-1/2"2-1/2" 3." 3" 4" 4" EDGE DISTANCE �`, +�� Supporting structural elements shall be designed by a registered
S08# 319# 859# 371# 480# 340# FASTENER LOAD CAPACITY �� �. 5���. �/� professional engineer for wind loads in-addition to other toads
0T, .o Ste_ This drawing does not address the jamb/wall design,but only door
�•L�G�N Q�.��`� �'°� attachment.Jamb/wall constuction is shown only for illustration
°` a i0p purposes. The building designer is responsible for ensuring thatthe
i i
No. jamb/wall is suf iciant to carry Bre door live and static loads.This
.. ° 5173a
1 �„ -drawing doesnoraddress die spring.pad connections. Registered
Digitally,signed by John E.Scates,P.E. * ".. professional engineer may approved an alternative design:
Manufacturer's installation instructions must be foilowed. Date:2015,02.2416,32:57-06'00' s
Maximum spacing shown in chart. o . t d" SCALE
John BStP.E. STAT Of a �►� . ��� none
Lesser spacing.may be used to avoid interference with door hardware on .. caes ♦ s Q/�► CIl�l�
„ 3121 Fairgate Drive .� "e HATE
and or fastening system;blit not less than 6. ;j 0 `.,F P'• \`�!� o C7A e7��� 2-18-2015
Carrollton,Texas 75007 LpR1Q.•
Load per jamb=0.5.x door width x max positive pressure x door height. / --.
Florida P.E.#51737 Ili;,
8"CMU block walls shall comply with ASTM C90. TXPE 56308,F-2203 l/d IONAL ��e Back Jamb Attachment Detail
Use minimum 200d psi gniut or concrete when filling CMU. 1���� ((�� Concrete Anchors
CMU fasteizer spacing distance may vary t/-1";
Professional Engineer's seal'pr0,vided only for verification of windload construction details; C,H.I.Drawing: BJA-]02 I ReV.-07
Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. 12"MIN 1/2"MIN W"MIN 1/2"MIN
Spruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds,
ATTACHMENTOF ATTACHMENTOF
Use SP values only if both structure and jamb are southern pine. 2x6 WOOD JAMB
Use SPF values when spruce pine fir is present in structure orjamb material. 2x6 WOOD JAMB
Lag screw,3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1 Y2'*SHEA717HINa ON SHEATHING
Washer:1-1/8"minimum outside diameter,must conform to ANSI B 18.22.1 type A.
Pre-drill 1/4"diameter pilot holes for lag screw insertion. 1-1/2"minimum lag screw edge distance required. Na"x YLAG SCREWS Y"'SHEATHING
FASTENER Ys"x 3-1/2"LAG SCREWS
SPACING DOOR WIDTH ( et and inches)at a given DESIGN PRESSURE (PSF) keep each area
MbN IM X
OD 4JA
clear of any back
SPF SP 14psf 17psf I 20psf 24psf 28psf 32psf 96psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf I 81psf .97psf 93psf jamb attachment
24 24 34'-5 28'-4 24'-1 20'-0 I7'-2 15'-0 I3'-4 12'-0 10'-1110'-0 9`-1 V-3
� - _T-7 T-7 -11 6'-5T-11
�Q ,5':2_ rusteners-
YY
--22- n/a-- 32'-4 27'-6-22'4119'8- 17'L2-15';3-13'-9-12'-6 11Q5 f6r-4 7-'11 7-4 6'-9 6'-3 5'-11
20 24 n/a 34'-0 28'-1124'-1 20'-7 18'-0 16'-0 14'-5 13'-1 12'-0 101-113 9'-11 9'-2 8'-4 71-8 71-1 61-7 61-2 0,
-4 - 'S - -0
18 24 n/a 36'-5 3V-0 25'-10 22'-1 19' '1171-21:15!;6 111 41-1 12!'11 IT- - 10'-:S- j'-J, 8-V-1 V-7---714 ---'6'-8
- -
1h
IS23 n/a n/a 32--1 2V-9 22'-1120'-0 17'-1 16'-0 14'-7 IT-4 12'-1 11'0 10'-2 9'-3 8'-6 7'-11 V-4 W-10 FEE
-
16 21 n/a n/a 35'-5 29'-6 25'-3 22'-2 19'-8 17-8 16'-1 14'-9 I3'-4 12'-2 11'-2 10'-3 9'-5 8'-8 8'-1 T-7
.
16 20-n/a. 361-1 30'-1-25i-9- 22- 20'-0=18'- 0-16'-5- 15'-0-13'-7-22'=5=21`-5-20';;5 9';-7--8'--I1 9'_3___7`6
15 20 n/a n/a n/a 31'-0 26'-6, 23'-3 20'-8 18'-7 16'-10 15'-6 14'-0 12'-9 11'-9 10'-!9 9'-11 9'-2 8'-6 8'-6
14 18 n/a n/a n/a 34'-5 29-6 25'-9 22'-1120'-7 18'-9 1T-1 15'-7 14'-2 I3'-1 11'-1 11'-0 9%9 8'-10
13, 16 n/a n/a. n/a n/a 31'-9 27'-9 24'-8 22'-2 20'-2 18'-6 16'=9 15'-4 141-1 121-1c 111-16 101-11101-2 91-6
12 16 n/a n/a n/a n/a 33'-2 29'-0 25'-1C 23'-3 21'-1 19'-4 17'-6 16'-0 14'-9 I3'-5 12'-4. 11'-5 10'-8 10'.0
12 15 n/& n/a n/a n/a n/a 30'-1 26'-9 24'-1 21'-10 20'-0 18'-2 16'-7 15'-3 13'-1 12`-1 111-1c 111-0 10,-4
11 14 n/a n/a n/a n/a n/a 32'-110 29'-2 26'-3 23'-10 21'-10 19'-1C 18'-1 16'-8 15'-2 14'-0 12'-1112!-1 11'-3 7/
10 14 n/a n/a n/a n/a n/a 33'-2 29'-6 26'-6 24A 22'-1 20'-0 18'-3 16'-10 15'-4 141-2 131-1 121.2 111-5
10 22 n/a n/a n/a n/a n/a n/a 32'_1 28'-1126-3 24'-1 21'-9 19'-12 18'-4 16'-9 15'-5 141-3 13'-3 12'-5 Highest anchor installed at
9 12 n/a n/a n/a n/a n/a n/a n/a 31'-0 28'-2 25'-10 23'-4 21'-4 19A IT-11 16'-6 15'-3 14'-3 I3'-4 least as high as door opening.
9 11 n/a n/a n/a n/a n/a n/a n/a 32'-1 29-2 26'-9 24'-3 22'-1 20'-4 18'-7 1T-1 15'-10 14'-9 I3'-9 Anchors to be evenly spaced between
n/a n/a n/a n/a n/a n/a n/a n/a 30'-8 28'-2 25'-6 23'-3 21'-5 19'-7 18'-0 16--8 15'-6 14,-6 the header and the floor.
8 10 n/a n/a. n/a n/a n/a n/a n/a , n/a 32'-1C 30'-1 .27'-3 24%1122'-12 20'-1119'.3 17-1C 16'-7 15'-6
7 10 n/a n/a n/a n/a n/a n/a n/a n/: n/a 31'-0 128:-0 25'-7 23'-7 21-6 19'-1018,-4 17'-1 161-0 0
7 9 n/a n/a n/a n/a n/a n/a n/a n n/a n/a 131-2 28'-5 26'-2 23'-1 22'-0 120'-4 W-11 17'-9
6 8 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a In/a 32'-0 29'-6 26'-1 24'-9 122'-1121'.4 20'-0 2x6 structural grade lumber.
May be counterbored up to 3/8"deep at
4 6 1 n/a In/a n/a In/a In/a In/a n/a f n/a n/a n/a' In/a n/a n/a n/a 133A 130'-7 28'-6 26'-8 each anchor location to provide a
SPF SP surface,
14 17psf 20psf I 24psf I 2,3psf I 32psf 36psf I 40psf 44psf I 48psf I S;P$f 69psf I 75psf I 81psf 87psfT93ps]f flush mourning
'SPACING" DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF)
482#1620# F
LOAD PER Firs anchor to start at no more than
FASTENER half the fastener spading distance and
o less than the minimum edge distance.
N . ....... 0 ;�:'
—(pounds) //�n
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure)
When applying back iambs over dr wall other non structural wall covering, No.51737
I- J y I* = SCALE
use longer lags screws to insure 1-1/2"minimum embedment required. none
Lesser spacing may be used to avoid interference with door.hardware and or fastening system, STATEOF E3F
�fO�CJ�D
_]M DATE
Maximum spacing*shown in chart. ffif 2-18-2015
John E.Scales,P.E. 0
These charts do not address spring pad connections to the building. 3121 Fair to Drive Back Jamb Attachment Detail
Alteniative design may be approved by a registered professional engineer. Carrollton,Texas 75007
Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 Lag Screw
engineer for wind loads in addition to other loads. TXPE 56308,P-2203
Professional Engineer's seal provided only t construction details C.H.I. Drawing:' BJA-102 I Rev.-651
Self tapping screws (with steel) Screw:1/4"dia x 3/4"'self tpppibg scmw;must conform to ANSI/ASMEB18.2.1. .I00"X I n fillet-welds
USE 9/16" e"steel Jambs;allowable toad per screw 44416& Welds performed by a.Ceed Welder or inspected by u
MINIMUM track Allowable load per screw;12 gauge=209 Ibs,14 gauge=143 lbs,and 16 gauge=110 lbs. Certified Welding Inspector to verify integrity or welds.
DIAMETEWASHER IF bracket or Optionnl Washer.91t(i";O.D.minimum;must conform to ANSI B18.22.1 type A. 12 ganga c ssa"steel Jambs,allowable load per welds 1 reel, &.
revers SCREW HEAD Washer not required if fastener head has minimum 9/16"outside diameter. Use ail necessary precautions when welding galvanized steel.
continuous Welds to be evenly spaced between header and flour.
an_g IS LESS THAN Lowest fastener to be within 10-inches of the floor Lowest weld to by within 10-indhcs of the floor
9/16"DIAMETER gle Maximum spacing shown in chats Lesser spacing may be used to avoid interference Minimum of 3 welds jamb ufnKt,
with door component system per ja Tell
Add holes to Continuous angle as required to satisfy fastener spacing in these charts, Fillet welds to;have a straight or convex face surface.
These charts do not address spring pad connections, to the building. Tack weld too of angle same spacing to prevent rotation of track angle.
ATTACHMENT SPACING(NG(Inches) Load per jamb=0.5 x door width x max positive pressurcx'doorheight Cracks and blemishes&ball be ground to a smooth
SCREWS SCREWS SCREWS WELDS SCREWS WEt6S
contour and Checked to ensure soundness.
16 ga 14 ga 12 ga 12 ga 3/16" 3/16" DOOR WIDTH(feet and Inches)at a given DESIGN PRESSURE(PSF) These charts do not address spring pad connections to the building.
___ _ _____ _____Load.perjamb=0.5•x-door-width-xmax•positivepressurexcloorheiglu -" —" -
jamb_ jamb _jamb -jamb-,Jamb__jamb__14psf--17psf-20psf--24 sf -28psf -32psf' 36psf-�40psf- 44psf 48psf' S3psf' -
24 31 36 36 36 36 7'-10 6'-5 S'-6 4'-7 3'-11 3'-S 3'-0 n/a n/a n/a n/a
20 26 36 36 36 36 9'-5 7'-9 6'-7 5'-6.,_4.'-8 4'-1_ 3.'--8 n/a- n/a n a- n a
-/ / -trac .Ili ackex or - _-
_18_ :24_< '3S:_'-36- - 36 =-36= 9'=11 8'-2= 6'=11 S'=9°-4`_-11 4';4 3`-10 n/a-n/a n/a n/a continuous angle reverse anile
16 20 30 36 36 36 11'-9 9'-8 8'-3 6'-10 5'-10 5'-1 4'-7 4'-1 n/a n/a n/a b
14 18 26 36 36 36 13'-5 11'-1 9'-S 7'-10 6'-8 S'-10 S'-2 4'-8 4'-3 3'-11 n/a -
_--- —12 __-16_-,:--24==36__-36—=36=14'-1112'=3=10`=S=8'=8=T=5=61�6 -
12 15 22 36 36 36 15'-8 12'-1121`-0 9'-2 T-10 6'-10 6'-1 5'-6 S'-0 4'-7 4'-1
9 12 17 36 36 36 20'-S 16'-9 •14'-3 11'4110'-2 8'41 T-11 7'-1 6'-6 5'-11 5'-4 4'-11 4'-6 4'-1 n/a n/a n/a n/a I00"z'i"long Gillet weld
8 10 26 36 34 36 22'-4 18'-S 1S'-8 13'-0 11'-2 9'-9 8'-8 T-10 7'-1 6'-6 S'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a n/a (H60XX Electrodes Min).
7 10 14 36 31 36 24'-6-20'-2 17'-1 14'-3 12'-3 10'-8 9'-6 8'-6 T-9 7'-1 6'-S 5'-11 S'-S W-11 4'-6 4'-2 3'-11 n/a Weld is be located vertically on
angle at spacing specified in Chart
6 8 12 36 25 36 29'-10 24'-1 20'-1017'-S 14'-1113'-0 11-7 10'-5 9'-6 8'-8 7-10 7'-2 5'-7 6'-0 S'-6 5'-1 4'-9 4'-5 and tack weld toe of angle or
6 7 11 36 24 36 31'-S 2S'-10 22'-0 18'-4 15'-8 13'-9 12'-2 11'-0 10'-0 9'-2 8'-3 7'-7 5'-12 6'-4 S'-10 5'-S S'-0 4'-8 track bracket at same spacing,
n/a 6 8 36 18 36 40'40 33'-7 28'-7 23'-10 20'-S 17'-1015'-1014'-3 13'-0 11'-1 10'-9 9'-10. 9'-0 8'-3 7'-7 T-0 W-6 6'-1.
n/a S 7 36 16 36` n/a 39'-2 33'-3 27'=9 23'-9 20'-9 18'-6 16'-7 15'4 13'-1 12'-6 11'-S 10'-6 9'-7 8'-10 8'-2 7'-7 7'-1
n/a n/a 6 36 12 36 n/a n/a 41'-9 34'-10 29'-10 26'-1 23'-2, 20'-1019'-0 17'-5. 1S'-9 14'-4 13'-3 12'-1 11'-1 10'-3 9'-7 8'-11
n/a n/a 5 32 11 32 . n/a n/a n/a 39'-9 34'-0 29'-9 26'-6 23'-10 21'-8 19'-1018'-0 16'-S 1S'-1 13'-9 12r-8 11'-9'10`-1110'-3
n/a n/a n/a 30 10 30 n/a n/a n/a n/a 36'-4 31'-9 28'-3 25'-S 23'-1 21'-2 19'-2 17'-6 i6'-1 14'-8 13'-6 12'-6 11'-8 10'-11
n/a n/a n/a 26 9 26 n/a n/a n/a n/a n/a 36'-8 32'-7 29'-4 26-8 24'-S 22'-1 20'.,2 18'-7 17'-0 15'-7 14'-S 13'-S. 12'-7
n/a n/a n/a 24 8 24 n/a n/a n/a n/a n/a n/a AS'-4:31'-9 28'-1.0 26'-6 24'-0 21'=1120'-2 18'-5 16'-1115'-8 14'-7 13'-8'
n/a n/a n/a 16 S 16 n/a n/a nA n/a n/a n/a n1a n/a, n/a n/a n/a 32'-10 30`-3. 27'-7 25'-S 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 ri/a n/a 31'-7 29'-0 26'-1125'-0 23'-S
n/a n/a n/a. 12 n/a 12 n/a n/a n/a n/a n/a n/a n/a n/a n/a, n/a n/a n/a' n/a I n/a n/a 31'-4 29'-2 27'-4
SCREWS SCREWS SCREWS WELDS SCREWS WELDS 14psf 17p I 20psf I 24psf I 28psf I 32psf I 36psf 40psf 44psf 48psf 1 53psf S8psf. 630sf I 69psf' 7spsf 81psf 87psf 93psf
16 ga 14 ga 12 ga 12 ga 3/16" 3116" DOOR WIDTH(feet and Inches)at a given DESIGN PRESSURE(PSF) Ahemative design may be approved bya
amb Jamb jamb -jamb jamb limb
licensed professional engineer.
,ATTACHMENT SPACING(inches) lf Supporting structural elements shall be
110#. 143# 209# '11272# 444# 1272# `�``,t i,7 j��,' designed by a licensed professional engineer
ALLOWABLE LOAD PER SCREW(pounds) `�� S9,4. ���
for wind loads in addition to otter loads.
�� � /� This drawing does not address thejamh/wall
t"y��.•1'Eflt$�S•;4,4' design,but only door attachment.Jamblwa_f
V • consWctionisshownonlyforillustration
i
purposes.The building designer is responsible
v ; No-51'137 • for.ensudngthat tltujamtahvnllissufficient W;
• carry the door live and static loads.
i �'Qt Clio SCALE
•0 • STATE OFWane
w':,; ocao
John E.'Scates,P.E. i ; •�!� v.
1313-10
E �[R0 HATE
3121 Fairgate Drive r�0�•,� �� o v a e a a o o s 2-I8-2015
Carrollton,Texas 75007
//� F�• COR1�.��\�►,
Flora 56308#51737 l�lt Q�9 `,0` Steel Attachment Detail
Professional Engineer's seat'rovided only for ven icafion of tvindload construction details. C.H,I.Drawing: RJA-103 Rev.-07