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• FL# FL15074-113 {
Application Type Revision
Code Version
Application Status Approved
I I ,
Comments
Archived C7
1II
Product Manufacturer C.H.I. Overhead Doors {
Address/Phone/Email 1485 Sunrise Drive
Arthur, IL 61911
(217) 543-2135 Ext 4273
phunter@chiohd.com
I
I
Authorized Signature Pat Hunter
phunter@chiohd.com
I
Technical Representative
Address/Phone/Emal I
Quality Assurance Representative
Address/Phone/Email
, I
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from'a Florida Registered Architect or a Licensed
Florida Professional Engineer
U Evaluation Report Hardcopy;Receivi d
9
Florida Engineer or Architect Name who developed John E. Scates
the Evaluation Report
Florida License PE-51737
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Gordon Thomas, P.E.
U Validation Checklist- Hardcopy Received
i
Certificate of Independence FL15074 R3 COI Cert of Ind Scates 2015s.pdf
i�
Referenced Standard and Year(of Standard) Standard j Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
DASMA 108 2002
DASMA 108 2005
DASMA 115 2005
Equivalence of Product Standards
Certified By
I
Sections from the Code y
httpsl/www.floridabuilding.org/pr/pr_app U.aspx?param=wGEVXQwtDquS73Fr2ZyiPkP25NDciVkX4jaW9ACgdIXL250p/p2bWNnozAp/p3d%3d 1/6
1/26/2017 Florida Building Code Online
which are accepted test methods per 5th edition(2014) FL15074 Rai AE FZ4-16-02315 s.odf
Florida Building Code Section 1715. See drawing FZ4-16- Created by Independent Third Party: Yes
02315 for pressures and widths 76.0(psf)/-86.2(psf) at
06-00"wide through 10.0(psf)/-11.0(psf) at 24'-08"wide. j
15074.10 rf; 221x, 228x, 421x, 428x, 521x, 10'-00" widethrough 16-00" wide by 20'high steel clad
528x, 591x, 598x sandwich or laminated"sectional door with polystyrene or
thermally broken polyurethane insulation
Limits of Use Installation'Instructibns 1
Approved for use in HVHZ: No FL15074 R3� II BJA Jamb Attach s.pdf
Approved for use outside HVHZ:Yes FL15074 R31 II Supplemental' Instructions Sand s.pdf
Impact Resistant:Yes Verified By:j John E. Scates, R.E. FL-51737
Design Pressure: +22.2/-24.7 Created by Independent Third Party: No
Other:Sectional doors provided for potential "code-plus" Evaluation Reports °'
applications. Large Missile impact(9 pound missile)and FL15074 R3' AE Evaluation Report s.pdf
cycling tests conducted in accordance with ANSI/DASMA 115, FL15074 R3' AE FZ4=16-02515 s.pdf
ASTM E1886 and ASTM E1996. Static tests conducted in Created by Independent Third Party: Yes
accordance with ASTM E330 and ANSI/DASMA 108.These are JI
accepted test methods per 5th edition (2014) FBC Sections
1609 and 1715. See drawing FZ4i-16-02515 for pressures and
widths 22.2(psf)/-24.7(psf) at 10'-00"wide through
22.2(psf)/-24.7(psf) at 16-00"wide.
i
15074.11 rg; 221x, 228x, 421x,428x, 521x, 06'-00"widel through 25'-10"wide by 20'high steel clad
528x, 591x, 598x sandwich or laminatedjjsectional door with polystyrene or
thermally broken polyurethane insulation.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15074 R3 II BJA Jamb Attach s.pdf
Approved for use outside HVHZ:Yes FL15074 R3 II Supplemental Instructions Sand s.odf
Impact Resistant: No Verified By:!John E. Scates, R.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports +
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15074 R3 AE Evaluation Report s.pdf
which are accepted test methods per 5th edition(2014) FL15074 R3 AE FZ5-116-02315 s.odf
Florida Building Code Section 1715. See drawing FZ5-16- Created by Independent Third Party: Yes
02315 for pressures and widths 84.2(psf)/-95.8(psf) at
06'-00"wide through 30.1(psf)/-11.2(psf) at 25'-10"wide.
I
15074.12 rh; 221x, 228x,421x,428x, 521x, 10'-00"wide through 16'-00" wide through 16-00"wide by 20'
528x, 591x, 598x high steel clad sandwich or laminated sectional door with
polystyrene or thermally broken polyurethane insulation.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15074 R3 II BJA Jamb Attach s.pdf
Approved for use outside HVHZ:Yes FL15074 R3 II Supplemental Instructions Sand s.odf
Impact Resistant:Yes Verified By John E. Scates, P.E. FL-51737
Design Pressure: +30.6/-34.1 Created by Independent Third Party: No
Other:Sectional doors provided for potential "code-plus" Evaluation Reports
applications. Large Missile impact(9 pound missile) and FL35074 R3 AE Evalul tion Report s.pdf
cycling tests conducted in accordance with ANSI/DASMA 115, FL15074 R3 AE FZ6i-16-02515 s.pdf
ASTM E1886 and ASTM E1996. Static tests conducted in Created by lIndepende,n t Third Party: Yes
accordance with ASTM E330 and ANSI/DASMA 108.These are
accepted test methods per 5th edition (2014) FBC Sections
1609 and 1715. See drawing FZ6i-16-02515 for pressures and
widths 30.6(psf)/-34.1(psf) at 10'-00"wide through
30.6(psf)/-34.1(psf) at 16-00"wide.
1;5074.131 tf; 221x, 228x, 421x, 428x, 521x, 09'-06" wide through 26'-00"wide by 20'high steel clad
528x, 591x, 598x sandwich or laminatedl sectional door with polystyrene or
thermally broken polyurethane insulation.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15074 R3• II BJA Jamb Attach s.pdf
Approved for use outside HVHZ:Yes FL15074 R3 II Supplemental Instructions Sand s.pdf
Impact Resistant: No Verified By'John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by!Independent Third Party: No
Other:Sectional doors provided for windload applications. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA 108, FL15074 R3 AE Evaluation Report s.pdf
which are accepted test methods per 5th edition(2014) FL15074 R3 AE FZ4-18-02315 s.pdf
Florida Building Code Section 1715. See drawing FZ4-18- Created by;Independent Third Party: Yes
02315 for pressures and widths 50.7(psf)/-56.4(psf) at
09'-06"wide through 11.4(psf)/-12.7(psf) at 26-00"wide.
15074.14 tf; 221x, 228x, 421x, 428x, 521x, 16'-00"wide!through'18'-00" wide by 20'high steel clad
528x, 591x, 598x sandwich or'laminatedisectional door with polystyrene or
thermally broken polyurethane insulation.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15074 R3 II BJA Jamb Attach s.odf
Approved for use outside HVHZ:Yes FL15074 R3 II Supplemental Instructions Sand s.odf
Impact Resistant:Yes Verified By-''John E. Scates, P.E. FL-51737
Design Pressure: +22.2/-24.7 Created by Independe; t Third Party: No
hW/www.floridabuilding.orgtpr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPkP25NDdiVkX4jaW9ACgdLXL250%2bWNnozA%3d%3d 4/6
4 3 2 1
18'-0"(see notes for other widths) Window Options:
1C 1/8" DSB
- 4D- -- _ _ Optional Standard Lites _ _ 2 1/4" Tempered Glass
2 (see Window Options) Flag - 1/8" -Polycarbonate - -
7/16" Insulated Glass
D I OP Bracket 7/16" Tempered Insulated Glass D
=- -- -
- Fixture- _ - - _--- - - -- :. - - - - -- - --Max-daylight;opening-39-3B-x-12 12"-------
(up to+44.3/-51.5 psf)
Maxdaylight opening 16 3/4 x
(up to+50.7/-57.5 psf)
- --4D -
2 �
End
Stile 1B c BaAD
7Track Door Height W a d E a
3B Bracket 6'6"to 7'-0" 4 6 3
2 Optional Larger Lites _
C End (see Window Options) -77,-6 i 5 7 4 C
Hinge _ > . .: -
8'3 to 8'-9" 5 8 4
2A 9'-0"to 10'-6" 6 9 5
2
Strut 10'-9"to 12'-3" 7 11 6
12'-6"to 14'-0" g 12 7
2A 2B 4A
2 2 2 14'-3"to 15'-9" 9 14 8
Strut Intermediate Bottom 16-0"to 17'-6" 10 15 9
Attachment Hinge Fixture 17-9"to 19'-3" 11 17 l0
This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05.
B Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds. 19'-6"to 20'4" 12 18 11
B
These exposure"B"wind speeds are for Thigh doors on 30'tall buildings. Track bracket quantities shown are for use with
Width Design Pressure Wind Speed Windows Backer laces Digitally signed by John E.Scates,P.E. grade 2 or better southern pine jambs.When using
'00' softer wood species like spruce-pine-fir(SPF)use
6'-00"
2 11.4 s /-12.7 Date 2015.04.22 1,26:40-05
(psf) 113(mph) YES 9 the quantity of track brackets specified in the chart
24'-00" 13.4 s /-14.9 s 122(mph) YES 5 1`� plus four track brackets per side.
Supporting structural ���
22'-00" 15.9 s /-17.7 s 133(mph) YES 5
21'-00" 17.5 1-19.4 s 140(mph) YES 5 elements to be designed by \�� E, S� ��/ Supplemental Instructions contain details for
r / doors u to 20'-0"hi These are required in
registered professional \\ �1 �. 0 / P �• q
20'-00" 19.3 st /-21.4 s 146(mph) YES 5 \ 0 • OF N3 -`�f� I addition to this drawing for installation. Always
18'-00" 23.8 s 26.5 s 162(mph) YES 3 engineer for specified wind '0%,� F • � g Y
17'-00" 26.7 s /-29.7( s 171(mph) YES 3
loads.If door is not • �� I use supplemental instructions in addition to this
,�electricall operated,a lock * .*/.� drawing during
door installation.N .573
116100 3 - 107 M -D !M8H ak � YES
15-00" 32.1 s /-35.7 s 187(mph) YES 3 must be installed. HER
nts
14'-00" 34A s / 38.3 s 193(mph) YES 3 Maximum door height:20'-0"
13'-00" 37.0 s 41.2 s 199 m h YES 3 Maximum section height:21" John E.Scates,P.E. = ; ® 3-30-2015
g 3121 Fair ate Drive .
STATE�� WW Models: 221X,228X,421X,428X,
12'-00" 40.1 s /-44.7 s 207(mph) YES 2 g / •
A 11'-00" 43.8 s /-48.7 s 215(mph) YES 2 Carrollton,Texas 75007 �Q� �.` Oq. \� 521X,528X,591X,598X A
10'-06" 45.9 s /-51.0 s 219(mph) SEE NOTES 2 Florida P.E.#51737 / �' OR,.'� d \
/ � ♦ 50.7(psf)/-56.4(psf)at 09'-06"through
10'-00" 48.2 s /-53.6 s 224(mph) SEE NOTES 2 FL 15074RS /�� S/pNpl� ��♦ 11.4(psf)/-12.7(psf)at26'-00"
09'-06" 50.7 s /-56.4 s 229(mph) SEE NOTES 1 � " ' �
Backer plate quantity is minimum per section. C.H.I.Drawing: FZ4-18-02315
See window options for more pressure restrictions based on window usage. Professional Engineers seal provided only for verification of windload construction details. page 1_pL 2
4 3 2 1
4 3 2 1
Strut(if applicable)not shown for clarity. Details on some views may have been omitted for clarity.
-(.059)gal_v_anized_steel top_-- _ __ _ _ _- _ - ----
fixture.
_fixture. Each fixture attached The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. (,086)galvanized steel
D with four 1/4"x 3/4"screws. See jamb attachment details for more information about attaching jambs to structure. flag bracket fastened to 0 0 o aoD D
_� -- - - -
- - - _
-- woo lamb wt _ ee--- .
2"x 7/16"(nominal)stop molding to be secured with - 5/16"x 1-5/8"wood lag
push nut minimum 8d nail or 2-1/2"long screw on 5"spacing. screws.
(.034)end stile Stop molding not required when door is more than 1"wider than opening.
- ---- — — nominal-(.0155)-galvanized-steel-minimum- ---- ------ -
Flag bracket attached
to horizontal track
with two 1/4"x 5/8"
LA d 4 - 0 J� track bolts and nuts.
(.109)galvanized steel top Flag bracket attached to
C fixture. Each fixture attached vertical track with two 1/4" C
with two 1/4"x 3/4"screws. (.023)backer plate 2"(min)x.0485(min) x 5/8"track bolts and nuts.
at each hinge location. galvanized steel track Or two 1/4"x 11/32"rivets.
p� push nut End Hinge Intermediate Hinge (•102)galvanized steel track
A p galvanized steel fastened bracket fastened to wood jamb
(.034)end stile to section with (.058)galvanized steel with one 5/16"x 1-5/8"wood
six 1/4"x 3/4"screws, e fastened to section with lag screw per bracket. °
0
four 1/4"x 3/4"screws.
0 �
Optional low head room top bracket Push nut Each track bracket attached with
one 1/4"x 5/8"track bolt and nut.
2"(max.for.069 thick)--i-I 2 3/4" 2 3/4" Or two 1/4"x 11/32"rivets.
B 4"(max.for.109 thick) I B
-►{- 3-1/2"(min.)stem
1/2"
- \�\\\\� ' � John E.Scates,P.E.
nominal 9d 2"(min.) -I 3 `��� E• $('q j // 3121 Fairgate Drive
10(min.)ball roller 1 7/8" �� O�•'�GENBF•�1Q // Carrollton,Texas 75007
with nylon or steel tread. ` �; v • Florida P.E.#51737
°°a No.51737
000 (.051)50 ksi galvanized steel ;
(.102)galvanized steel bottom ED 3"strut attached with two 1/4"x 3/4" * * ;Qr M U HE H, s nts
bracket Each bracket attached screws per stile or hinge plate. .p .� STATE OF �'4y` o ° 3-30-2015
with four red 1/4"x 3/4"screws. j�0`.� F P ;`t1�� Models: 221X,228X,421X,428X,521X,
A push nut / �OR10,
(.109)galvanized steel bottom bracket. Each ////��QS'" ��6��` 528X,591X,598X A
push nut // IONAL \� 50.7(psf)/-56.4(psf)at 09'-06"through
y bracket attached with four red 1/4"x 3/4"screws. ]� D �// \\� 11.4(psf)/-12.7(psf)at 26'-00"
Vin 1 Aluminum extrusion Optional low head room bottom bracket FL 150" 4�� ! „f I'1\
weatherstrip p C.H.I.Drawing: F7f1-18-02315
Professional Engineer's seal provided only for verification of windload construction details. page_2_of 2
4 3 2 1
Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong-Tie. keep each area clear of
ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5"long with washer that conforms to ANSI B18.22.1 type B. any back jamb
attachment fasteners 1
ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. / —l-
Simpson Titen HD,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. 3"
Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. g"
When applying back jambs over dry wall or other non structural wall covering,use longer fasteners to insure minimum embedment required. 1 header /
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 may be 10%smaller when Southern Pine is used. 8"
See chart for minimum edge distance required. Lowest anchor to be greater than the minimum edge distance up from the floor and 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)
1/4" 1/4" 3/8", 3 8 3/8" 3/8" 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
24 24 24 24 24 24 22'-9 18'-9 15'-11 13'-3 11'-4 9'-11 8'-10 7'-11 7'-3 6'-7 6'-0 5'-6 5'-0 4'-7 4'-3 X-11 n/a n/a
24 22 24 24 24 24 24'-3 20'-0 17'-0 14'-1 12'-1 30'-7 9'-5 8'-6 7'-8 7'-0 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 0
24 20 24 24 24 16 26'-6 21'-9 18'-6 15'-5 13'-3 11'-7 10'-3 9'-3 S'-5 7-8 7'-0 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-31
24 1S 24 22 24 16 28'-10 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 30'-1 9'-2 8'-5 7'-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'-1013'-10 12'-4 11'-1 30'-1 9'-3 S'-4 7'-S 7'-0 6'-5 5'-11 5'-5 5'-1 4'-9
24 15 24 18 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-30 10'-0 9'-0 S'-3 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1
24 15 24 17 16 16 36'-3 29'-10125'-4 21'-2 1S'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 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 19'-7 17'-1 15'-2 13'-8 12'-5 11'-5 10'-4 9'-5 8'-8 7'-11 7'-3 6'-9 6'-3 5'-10 least as high as door opening.
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 8'-4 7'-8 7'-1 6'-7 6'-2 Anchors to be evenly spaced between
19 12 24 14 16 8 n/a n/a 31'-4 26'-1 22'-5 19'-7 17'-5 15'-8 14'-3 13'-0 11'-10 10'-9 9'-11 9'-1 8`-4 7'-8 7'-2 6'-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 IV-5 30'-S 9'-7 8'-10 8'-3 7'-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 30'-1 9'-4 8'-9 8'-2
14 1 8 1 24 30 8 8 n/a n/a n/a 35'-9 1 30'-8 26'-10123'-101 21'-5 19'-6 17'-10 16'-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'-5 24'-8 22'-5 20'-7 18'-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'-30 28'-3 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-S 10'-11 2x6 structural grade lumber.
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'-30 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'-B 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 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 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
2500 psi concrete Filled CMU 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
___ First anchor to start at no more than
Titen wedge-DOOR WIDTH(feet and inches) ( )ata 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 0
_— -- - -
1 1/8" 7/8" 1=1/2" 1" 1=1/8'1-1/8"WASHER DIAMETER
2-1/2"2-1/2" 3" 3" 4" 4" EDGE DISTANCE `�� ��� Supporting structural elements shall be designed by a registered
508# 319# 859# 371# 480# 340# FASTENER LOAD CAPACITY ��� G•. SCj9�. z�� professional engineer for wind loads m addition to other loads
��•......', This drawing does not address the jamb/wall-design,but only door
'O• *%G 8$ �� attachment.Jamb/wall construction is shown only for illustration
N� j purposes. The building designer is responsible for ensuring that the
` I51737 i i Jamb/wall is sufficient to carry the door live and static loads. This
N0. r
... drawing does not address the spring pad connections. Registered
Digitally signed by John E.Scates,P.E. j* professional engineer may approved an alternative design.
Manufacturer's installation instructions must be followed. Date:2015.02.2416:32:57-06'00' �[ * i' SCALE
Maximum spacing shown in chart. i •p: STATE OF ��Ww` O��O� none
John E.Scates,P.E. i •Lesser spacing may be used to avoid interference with door hardware • �3121 Fair ate Drive /0 • , TOMIL�MoDATE
and or fastening system,but not less than 6". g •• /% OP;• �� ��� 2-18-2015
Carrollton,Texas 75007 �j �OR� d N o v e a o 0 o s
Load per jamb=0.5 x door width x max positive pressure x door height. Florida P.E.#51737 FS '
8"CMU block walls shall comply with ASTM C90. TXPE 56308,F-2203 Il//,SIONA1. XXL Back Jamb Attachment Detail
Use minimum 2000 psi grout or concrete when filling CMU. ��� ` Concrete Anchors
CMU fastener spacing distance may vary+/-1".
Professional Engineer's seal provided only for verification of windload construction details. C.H.I. Drawing: BJA-101 I Rev.-07
Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. 1/2"MIN IXMIN 12"MIN - 12"MIN
Spruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds. ATTACHMENT OF
Use SP values_only if both structure and jamb are southern pine. 2x6 WOOD JAMB ATTACHMENT OF
Use SPF values when spruce pine fir is present in structure or jamb material. 2x6 WOOD JAMB
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1
Y2"SHEATHING 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.
3/"x 3"LAG SCREWS Y2"SHEATHING
FASTENER DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF �"x3-1/2"1,AGStEws keep each area
SPACING clear of any back
SPF SP 24psfl 17psf 20psf I 24psf 28psf 32psf 36psf 40psf I 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf jamb attachment
24 24 34'-5 28'-4 24'-1 20'-0 17'-2 15'-0 13'-4 12'-0 10'-1110'-0 9'-1 8'-3 7'-7 6'-11 6'-5 5'-11 5'-6 5'-2 fasteners
22 24 n/a 32'-4 27'-6 22'-1119'-8 17'-2 15'-3 13'-9 12'-6 11-5 10'-4 9'-5 8'-8 7'-11 V-4 6'-9 6'-3 V-11
20 24 n/a 34'-0 28'-1124'-1 20'-7 18'-0 16'-0 14'-5 13'-1 12'-0 10'-1 9'-11 9'-2 8'-4 7'-8 7'-1 6'-7 6'-2
s°
18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-2 15-6 14'=1 12'-1111'-8 10'-8 9'-10 8'-11 8'-3 7'-7 7'-1 6'-8 header
18 23 n/a n/a 32'-1 26'-9 22'-1 20'-0 17'=1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 7'-11 7'-4 6'-10
16 ' 21 n/a n/a 35'-5 29'-6 25'-3 22'-1 19'-8 17'-8 16'-1 14'-9 13'-4 12'-2 11'-2 10'-3 9'-5 8'-8 8'-1 7'-7 8
16 20 n/a n/a 36'-1 30'-1 25'-9 22'-7 20'-0 18'-0 16'-5 15'-0 13'-7 12'-5 11'-5 10'-5 9'-7 8'-11 8'-3 7'-9 3"
15 20 n/a n/a n/a 31'-0 26'-6 23'-3 20'-8 18'-7 16'-1 15'-6 14'-0 12'-9 11'-9 10'-9 9'-11 9'-2 8'-6 8'-0 T
14 18 n/a n/a n/a 34'-5 29'-6 25'-9 22'-1120'-7 18'-9 17'-2 15'-7 14'-2 13'-1 11'-1111'-0 10'-2 9'-5 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 14'-1. 12'-i 11'-1 10'-1110'-2 9'-6
12 16 n/a n/a n/a n/a 33'-2 29'-0 25'-1 23'-3 21'-1 19'-4 17'-6 16'-0 14'-9 13'-5 12'-4 11'-5 10'-8 10'-0
12 15 n/a n/a n/a n/a n/a 30'-1 26'-9 24'-1 21'-1 20'-0 18'-2 16'-7 15'-3 13'-1 12'-1 11'-1 11'-0 10'-4 O
11 14 n/a n/a n/a n/a n/a 32'-1 29'-2 26'-3 23'-1 21'-1 19'-1 18'-1 16'-8 15'-2 14'-0 12'-1112'-1 11'-3
10 14 n/a n/a n/a n/a n/a 33'-2 29'-6 26'-6 24'-1 22'-1 20'-0 18'-3 16'-1 15'-4 14'-2 13'-1 12'-2 11'-5
10 12 n/a n/a n/a n/a n/a n/a 32'-1 28'-1126'-3 24'-1 21'-9 19'-1118'4- 16'-9 15'-5 14'-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'-1 23'-4 21'-4 19'-8 17'-1116'-6 15'-3 14'-3 13'-4 least as high as door opening, o
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 17'-1 15'-10 14'-9 13'-9 Anchors to be evenly spaced between
8 11 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'-1 30'-1 27'-3 24'-1122-4120-4119--3 17'-1 16'-7 15'-6
7 10 n/a n/a n/a .n/a n/a n/a n/a n/a n/a 31'-0 28'-0 25'-7 23'-7 21'-6 19'-1 18'-4 17'-1 16'-0
7 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-2 28'-5 26'-2 23'-1 22'-0 20'-4 18'-1117'-9 a O
— --6--8 n/a-n/a-n/a-n/a-n/a-n/a-n/a-n/a--n/a-n/a-n/a-3-2 0-29'-6-26'=124'=9-22'=1 21'=4-20'=0 —-- 2x6 structural grade lumber.
May be counterbored up to 3/8"deep at
-
4 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a In/i n/a 33'-0 30'-7 28'-6 26'-8 each anchor location to provide a
SPF SP 14psf 17psf I 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf I 81psf 87psf 93psf flush mounting surface.
-FASTENER DOOR=WIDTH=(feet=and-irtchesj=at-a=given-DESIGN-PRESSURE41*SF-1`-=
482#1620# 1 `,`III���
LOAD PER 'awl
N First anchor to start atno more than
FASTENER ��� `. SCq� ��� half"the fastener spacing distance and
(pounds) / no less than the minimum edge distance.
/ ``�p� ENBF•••� /i
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) NO.51737
When applying back jambs over dry wall or other non structural wall covering, * = SCALE
use longer lags screws to insure 1-1/2"minimum embedment required. X00 none
Lesser spacing may be used to avoid interference with door hardware and or fastening system. STATE OF i 11 R1110 ❑=0= DATE 2-15-2015
Maximum spacing shown in chart. i 'j1•• : w °
John E.Scates,P.E. 0"'• R P `1*
These charts do not address spring pad connections to the building. 3121 Fairgate Drive /// �••.L OR�Q.• (w �� Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. Carrollton,Texas 75007 /�� SS/pNA�01 , Lag Screw
Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 �/� ��
engineer for wind loads in addition to other loads. TXPE 56308,F-2203 //I I I I I I,`\ rC.H.1. Drawing: BJA-102 Rev.-05
Professional Engineer's seal provided onl for venttcatton of wmcloao construction oetailsg
Self tapping screws (with steel) screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B18.2.1. 100"x 1"fillet welds ,
USE 9/16" %6"steel Jambs;allowable load per screw=444 lbs. Welds performed by a Certified Welder or inspected by a
MINIMUM Certified Welding Inspector to verify integrity of welds.
track Allowable load per screw;12 gauge=209 Ibs,14 gauge=1431bs,and 16 gauge=1101bs. 3
DIAMETER 12 gauge or Y16"steel Jambs;allowable load per weld=1,2721bs.
WASHER IF bracket or Optional Washer:9/16"O.D.minimum;must conform to ANSI B18.22.1 type A. Use all necessary precautions when welding galvanized steel.
revers SCREW HEAD Washer not required if fastener head has minimum 9/16"outside diameter.
Continuous Welds to be evenly spaced between header and floor.
an IS LESS THAN Lowest fastener to be within 10-inches of the floor
g Lowest weld to be within 10-inches of the floor
9/16"DIAMETER gle Maximum spacing shown in chart Lesser spacing,may be used to avoid interference
with door component system. Minimum of 3 welds per jamb required.
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 toe of angle at same spacing to prevent rotation of track angle.
ATTACHMENT SPACING(inches) Load per jamb=0.5 x door width x max positive pressure x door height Cracks and blemishes shall be ground to a smooth
contour and checked to ensure soundness.
seREws seREws SCREWS wEtus scREws wEtns These charts do not address spring pad connections to the building.
16 ga 14 ga 12 ga 12 ga 3/16" 3/16" DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) Load 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 32psf 36psf 40psf 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'-5 7'-9 6'-7 5'-6 4'-8 4'-1 3'-8 n/a n/a n/a n/a track bracket or
18 24 36 36 36 36 9'-11 8'-2 6'-11 5'-9 4'-11 4'-4 3'-10 n/a n/a n/a n/a continuous angle reverse angle
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
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 36 36 14'-1112'-3 30'-5 8'-8 7'-5 6'-6 5'-9 5'-2 4'-9 4'-4 3'-11
12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2 7'-10 6'-10 6'-1 5'-6 5'-0 4'-7 4'-1
9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-1110'-2 8'-11 7'-11 7'-1 6'-6 5'-11 5'-4 4'-11 4'-6 4'-1 n/a n/a n/a n/a 100"x i"long Fillet weld
8 10 16 36 34 36 22'-4 18'-5 15'-8 13'-0 11'-2 9'-9 8'-8 7'-10 7'-1 6'-6 5'-30 S'-4 4'-11 4'-6 4'-2 n/a n/a n/a (E60XX Electrodes Min).
7 10 14 36 31 36 24-6 20'-2 17'-1 14'-3 12'-3 10'-8 9'-6 8'-6 7'-9 7'-1 6'-5 5'-11 5'-5 4'-11 4'-6 4'-2 3'-11 n/a Weld ilocated vertically on
angle at sing
located
specified in chart
6 8 12 36 25 36 29'-10 24'-7 20'-1017'-5 14'-1113'-0 11'-7 10'-5 9'-6 8'-8 7'-10 7'-2 6'-7 6'-0 5'-6 S'-1 4'-9 4'-5 and tack weld toe of angle or
6 7 11 36 24 36 31'-5 25'-10 22'-0 18'-4 15'-8 13'-9 12'-2 11'-0 10'-0 9'-2 8'-3 7'-7 6'-11 6'-4 S'-10 5'-S 5'-0 4'-8 track bracket at same spacing.
n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'-10 20'-5 17'-1015'-1014'-3 13'-0 11'-1110'-9 9'-10 9'-0 8'-3 7'-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'-1012'-6 11'-5 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 15'-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'-30 21'-8 19'-1 18'-0 16'-5 15'-1 13'-9 12'-8 11'-9 30'-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'-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'-8 32'-7 29'-4 26'-8 24'-5 22'-1 20'-2 18'-7 17'-0 15'-7 14'-5 13'-5 12'-7
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'-30 26'-6 24'-0 21'-1120'-2 18'-5 16'-1115'-8 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/a 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——1-2—,—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 n/a—n/a—31'4-29'=2-27'=4- --
scalws scaewsSCREWS wEtns scREws wEtns 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf Slpsf 87psf 93psf
16 ga 14 ga 12 ga 12 ga 3/16" 3/16" DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) Alternative design may be approved by a
-jamb jamb jamb_ amb --jamb--jamb - -- - licensed,proressionalengineer._ _ --
ATTACHMENT SPACING(inCheS) Supporting structural elements shall be
110# 143# 209# 1272# 444# 1272# ```1`�1 I designed by a licensed professional engineer
ALLOWABLE LOAD PER SCREW-(pounds_ For wind bads in addition to other loads.
- - (P 1 - - --- - - - - -\\\���-�_SCgTI�` �i - -- - - -This drawing does not address the jamb/wall
\\ O•••�`'F.N,B�►• // design,but only door attachment.Jamb/wall
• / construction is shown only for illustration
• O
� • � � purposes.The building designer is responsible
• NQ,W737 • = for ensuring that the jamb/wall is sufficient to
•
carry the door live and static loads.
a g* aOa SCALE
* ; nonJohn E.Scales,P.E. iy , STATE OF /�/` RE
❑ ❑ (]OO DATE p
• O V E R H E 0 n 0 R S 2-10-2015
3121 Fairgate Drive %O��•��(OR,QP �
Carrollton,Texas 7
Florida
56 08#51737 ���//�S��NAL � Steel Attachment Detail
TXPProfessional Engineer's seal provided only for verification of windload construction details. I C.H.I. Drawing: BJA-103 Rev.-07