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Product Approval Menu>Product or Application Search>Aooiication List>Application Detail 9 2017
AUG 2 L
• FL# FL15012-R2
Application type Revision PERMITTING
Ct. Lucie County, FL
Code Version 2014 S
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer C.H.I.Overhead Doors
Address/Phone/Email 1485 Sunrise Drive
Arthur,IL 61911
(217)543-2135 Ext 4273
phunter@chiohd.com
Authorized Signature Pat Hunter
phunter@chiohd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report-Hardcopy Received
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.
W6 Validation Checklist-Hardcopy Received
Certificate of Independence FL15012 R2 COI Cert of Ind Scates s.odf
Referenced Standard and Year(of Standard) Standard 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
https://www.floddabuilding.org/pr/pi app_dti.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6L5orvMJEkwLW9HhRp/`2bfdXSg%3d%3d 1/6
8/28/2017 Florida Building Code Online
15012.15 reL; 2240,2241,2250,2251,4240, 12'-00"wide through 21'-00"wide by 20'high steel sectional
4241,4250,4251,5240,5241, door with or without polystyrene insulation.
5250,5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.odf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan 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, FLIS012 R2 AE Eval Rept s.pdf
which are accepted test methods per 5th edition(2014)Florida FL15012 R2 AE FZ3-16-013L5s.pdf
Building Code Section 1715.See drawing FZ3-16-013L5 for Created by Independent Third Party:Yes
pressures and widths+24.9(psf)/-27.7(psf)at 12'-00"through
+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 polystyrene insulation.
15250,5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan 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, FL15012 R2 AE Eva[ Rept s.ndf
which are accepted test methods per 5th edition(2014)Florida FL15012 R2 AE FZ4-16-01315s.Ddf
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
+10.5(psf)/-11.7(psf)at 24'-00"
15012.17 rfI; 2240,2241,2250,2251,4240, Up to 16-00"wide by 20'high steel sectional door with or
4241,4250,4251,5240,5241, without polystyrene insulation.
5250, 5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.Ddf
Approved for use outside HVHZ:Yes FLIS012 R2 II Supplemental 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 Third Party: No
Other:Sectional doors provided for potential"code-plus" Evaluation Reports
applications. Large Missile impact(9 pound missile)and cycling FLIS012 R2 AE Eval Rept s.odf
tests conducted in accordance with ANSI/DASMA 115,ASTM FLIS012 R2 AE FZ4i-16-01515s.pdf
E1886 and ASTM E1996.Static tests conducted in accordance Created by Independent Third Party: Yes
with ASTM E330 and ANSI/DASMA 108.These are accepted
test methods per 5th edition(2014) FBC Sections 1609 and
1715.See drawing FZ4i-16-01515 for pressures
+22.2(psf)/-24.7(psf)at widths up to 16'-00"
15012.18 rg; 2240,2241,2250,2251,4240, 08'-00"wide through 16'-10"wide by 20'high steel sectional
4241,4250,4251, 5240,5241, door with or without polystyrene insulation.
5250,5251
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.Ddf
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, FL15012 R2 AE Eval Rept s.odf
which are accepted test methods per 5th edition(2014)Florida FL15012 R2 AE FZ5-16-01315s.pdf
Building Code Section 1715.See drawing FZ5-16-01315 for Created by Independent Third Party:Yes
pressures and widths+52.4(psf)/-58.3(psf)at 08'-00"through
+23.7(psf)/-26.3(psf)at 16'-10"
15012.19 04250,5251
; 2240,2241, 2250,2251,4240, 12'-00"wide through 24'-00"wide by 20'high steel sectional
41,4250,4251,5240,5241, door with or without polystyrene insulation.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R2 II Jamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s Ddf
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, F1,15012 R2 AE Eval Rept s.pdf
which are accepted test methods per 5th 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)/-44.7(psf)at 12'-00"through
+13.4(psf)/-14.9(psf)at 24'-00"
15012.20 rhI; 2240,2241, 2250,2251,4240, Up to 16'-00"wide by 20'high steel sectional door with or
hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6L5orvMJEkwLW9HhR%2bfdXSg%3d%3d 5/6
4 3 2 1
16-0"(see notes for other widths) Window Options:
Optional Standard Lites 3B intermediate 1/8" DSB
4D
(see window options) 2 hinge 1/4" Tempered Glass
2 1C
2 1/4" Polycarbonate
D top fixture7/16" Insulated Glass D
flag 7/16" Tempered Insulated Glass
bracket Max daylight opening 39-3/8 x 12-1/2"
4D f ?
2 +
end stile
2 .a ca m
track Door Height rn ° °
3B bracket a a F a
2 6'-6"to T-0" 4 7 3-.
end hinge 7'-6"to 8'-0" 5 9 4
C C
4A T-3"to T-9" 5 9 4
2
9'-0"to 10'-6" 6 11 5
bottom fixture
10'-9"to 12'-3" 7 13 6
�/ 12'-6"to 14'-0" 8 15 7
3A 2A
2 2 14'-3"to 15'-9" 9 17 8
This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05. strut attachment strut 16-0"to 1T-6" 10 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. l9'-6"to 20'-0" 1223 11
B Maximum door height: 20'-0" Maximum section height: 21" B
Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds. Track bracket quantities shown are for use with
exposure"B"winds speeds are for Thigh doors on 30'tall buildings. grade 2 or better southern pine jambs.When usin
These ex
P Pe g g softer wood species like spruce-pine-fa(SPF)use
Width Design Pressure Wind Speed Windows Center Stiles r 1 the quantity of track brackets specified in the chart
24'-00" 13.4 s /-14.9 s 122(mph) YES 9 plus three track brackets per side.
/ deInstructions
l
21'-00" 17.5 s 19.4 s 140 m h YES 9 for oors uPto 20-0high.These are required in
20-06" 18.3 s /-20.4 s 143(mph) YES 9
addition to this drawing for installation. Always
20'-00" 19.3 s /-21.4(psf) 146(mph) YES 9 % I,lp 51737 use supplemental instructions in addition to this
19'-06" 20.3 s /-22.6 s 150(mph) YES 9 john E.States,P.E. * drawing during door installation.
19'-00" 21.3 s /-23.8(psf) 154(mph) YES 9 ' * 0
3121 Fairgate Drive
18'-06" 22.5 s /-25.1 s 158(mph) YES 9 nts
Carrollton,Texas 75007 ��o STATE OF tu� 000
18'-00" 23.8 s /-26.5(psf) 162(mph) YES 7 �0p'•, p,:2 001.00000001' 04 09-2015
2240,2241,2250,2251,4240,4241,
17'-06" 25.2 s /-28.0 s t 66 m h YES 7 Florida P.E.# 51737 i�.r •.FtoRtQ: p�`��
A
16'-00" 30.1 s /-33:5 s 181(mph)- YES 7 ��//�S3�pNi;����� I Models:4250,4251,5240,5241,5250,5251 A
15-00" 132.1 s /-35.7 s 187(mph) YES 111 7 40.1(psf)/-44.7(psf)at 12'-00"through
14'-00" 34.4 s /-38.3 s 193 m h YES 5 L Digitally signed byl\ohn E.Scates,P.E.J 13.4(psf)/-14.9(psf)at 24'-00"
13'-00" 37.0 s 199 m h YES 5 1501692� Date:2015.04.141440:12-05'00'
12'-00" 40.1 s 44.7 s 207(mph) YES 1 5 C.H.I.Drawing: FZ6-16-01315
Center stile quantity is minimum per section. Professional Engineer's seal provided only for verification of windload construction details page 1_of 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)galvanized steel top
fixture. Each fixture attached The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.
D with four 1/4"x 3/4"screws. See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized steel D
flag bracket fastened to
2"x 7/16"(nominal)stop molding to be secured with wood jamb with three o 0 0 GO,
push nut minimum 8d nail or 2-1/2"long screw on 5"spacing. 5/16"x 1-5/8"wood lag
(.034)end stile Stop molding not required when door is more than V wider than opening. screws.
nominal(.0185)galvanized steel minimum
Flag bracket attached
to horizontal track
with two 1/4"x 5/8"
(.109)galvanized steel top track bolts and nuts. «om
fixture. Each fixture attached
with two 1/4"x 3/4"screws.
C C
(.034)center stile 2"(min)x.0485(min Flag bracket attached to
push nut galvanized steel track vertical track with two 1/4"
x 5/8"track bolts and nuts.
(.034)end stile C End Hinge V Intermediate Hinge Or two 1/4"x 11/32"rivets.
galvanized steel fastened (.058)galvanized steel (.102)galvanized steel track
0 to section with Q fastened to section with bracket fastened to wood jamb
C six 1/4"x 3/4"screws. four 1/4"x 3/4"screws. with one 5/16"x 1-5/8"wood °
0 ® lag screw per bracket.
°
Optional low head room top bracket Push nut '
2"(max.for(.069)thick) 2 3/4" 2 3/4"
4"(max.for.109 thick) Each track bracket attached with
B one 1/4"x 5/8"track bolt and nut. B
Or two 1/4"x 11/32"rivets.
nominal 02"(min.) � 3-1/2"(min.)stem
10(min.)ball roller
with nylon or steel tread. push nut 3" 1 r , John E.Scares,P.E.
I 3121 Fairgate Drive
foo JA�-
� 1-7/8" Carrollton,Texas 75007
Florida P.E.# 51737
c o O ID o 1/2" o11; ci3t+' i4 V--
oao su" nts
(.102)galvanized steel � •� � M � � 000
.05150 ksi galvanized steel No,51737 ❑ o �000 04 09-2015
bottom bracket Each 3"strut attached with two 1/4"x 3/4" — r
bracket attached with four _* * :.*- Models:2240,2241,2250,2251,4240,4241,
screws per stile or hinge plate.
red 1/4"x 3/4"screws. (.109)galvanized steel bottom ��o STATH ot- :� ` 4250,4251,5240,5241,5250,5251
`v'�I A
cket
A push nut brackwith et redEach
1/4a x 3/4 attached scres. D j%BtONA���O?` 13.4 pst)/-44.9 psr)at 12'-0 Hugh
Vinyl Aluminum extrusion Optional low head room bottom bracket F L 5O12�2 1111111
weatherstrip C.H.I.Drawing: F16-16-01315
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
p
any back jamb
ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5"long with washer that conforms to ANSI B18.22.1 type B. attachment fasteners
ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22.1 type B. /
Simpson Titen HD,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 type B. 8"
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. I/
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" 2/4"13/8. 3/8 3/8"13/8" 14psf 17 sf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48 sf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
24 24 24 24 24 24 22'-9 18'-9 15'41 13'-3 11'-4 9'-11 V-30 V-11 V-3 6'-7 V-0 V-6 V-0 W-7 4'-3 T-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 V-6 T-8 T-0 6'-4 V-10 5'-4 4'-11 4'-6 4'-2 n/a n/a
24 20 24 24 24 16 26'-6 21'-9 18'-6 15'-5 13'-3 11'-7 10'-3 9'-3 8'-5 V-8 T-0 6'-4 5'-10 V-4 4'-11 4'-6 4'-3 V-11
24 18 24 22 24 16 28'-10 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 10'-1 9'-2 V-5 V-7 V-li V-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 V-3 8'-4 7'-8 7'-0 V-5 5'-11 5'-5 V-1 4'-9
24 1 15 24 18 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-0 V-3 V-7 W-11 1 V-4 5'-11 5'-6 5'-1
24 15 24 17 16 16 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 V-10 5'-5 High estanchorinstalled
22 13 24 16 16 8 n/a 32'-3 27'-5 22'-10 19'-7 17'-1 15'-2 13'-8 12'-5V-5 10'-4 V-5 V-8 7'-11 7'-3 6'-9 V-3 V-10 least as high as door opening. o
21 1 13 24 15 16 8 n/a 33'-10 28'-9 24'-0 20'-6 38'-0 16'-0 14'-4 13'-1 12'-0 10'-10 V-11 V-1 V-4 7'-8 7'-1 V-7 V-2 Anchors to be evenly spaced between
19 1 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 ll'-10 10'-9 9'-11 9'-1 8'-4 T-8 T-2 6'-8 the header and the floor.
16 1 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 V-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'-3 115'-10114'-4 13'-1 12'-1 11'-0 10'-i 9'-4 8'-9 dIV-11
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'-10 16'-2 14'-9 13'-7 12'-5 11'-5 10'-7 9'-10
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 2x6 structural grade lumber.
11 7 20 8 8 8 n/a n/a n/a n/a n/a 31'-10 28'-3 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 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'-D 21'-8 19'-30 18'-3 16'-8 15'-4 14'-2 13'-2 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'-8 24'-1 22'-0 20'-3 18'-6 17'-0 15'-9 14'-8 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
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 22-10f2l'-2 19'-8 f93ps]f
e e
2500 psi concrete Filled CMU 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf f 87psf
p 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 Tapconh3/8"
LDT HD All ( ) g ( ) no less than the minimum edge distance.
1/4" 1/4" 3/8" 3/8" 3/8" FASTENER DIAMETERe
1.75" 1.75" 2.5" 2.75" 2.68" EMBEDMENT LENGTH7/8" 1" 1-1/8'1-1/8"WASHER DIAMETERSupporting structural elements shall be designed by a registered
2-1/2"2-1/2" 3" 4" 4" EDGE DISTANCE `` �\ S.
s`Cd����/ professional engineer for wind loads in addition to other loads.
508# 319# 859# 371# 480# 340# FASTENER LOAD CAPACITY ���.. This drawing does not address the jamb/wall design,but only door
\\ �O /;10! attachment.Jamb/wall construction is shown only for illustration
purposes. The building designer is responsible for ensuring that the
D 51737
N
jamb/wall is sufficient to carry the door live and static loads. This
� � drawing does not address the spring pad connections. Registered
* j* professional engineer may approved an alternative design.
Digitally signed by John E.SCates,P.E.
Manufacturer's installation instructions must be followed. Date:2015.02.2416:32:57-06'00' * i' SCALE
Maximum spacing shown in chart. i .p . gTATE OF ` �0� none
John E.Scates,P.E.
Lesser spacing may be used to avoid interference with door hardware / 'p i 41 ��� DATE
3121 Fairgate Drive i0 •. `�OR,O 62\ RM (�00 2-18-2015
and or fastening system,but not less than 6". / .R w, \ 0 0 o s
Carrollton,Texas 75007 _
Load per jamb=0.5 x door width x max positive pressure x door height. Florida P.E.#51737FtS's+
8"CMU block walls shall comply with ASTM C90. TXPE 56308,F-2203 �/
/ONAL ��� Back Jamb Attachment Detail
Use minimum 2000 psi grout or concrete when filling CMU. /SII I I I 110 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 ReV.-07
Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. 1/2"MIN IA"MIN 1/2"MIN 1/2"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 resent in structure orjamb material. 2x6 WOOD JAMB
P P P � %z"SHEATHING ON SHEATHING
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1
Washer:1-1/8"minimum outside diameter,must conform to ANSI B18.22.1 type A.
Pre-drill 1/4"diameter pilot holes for lag screw insertion. 1-1/2"minimum lag screw edge distance required.
Ys"x 3"LAG SCREWS y"SHEATHING
FASTENER DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) 8"x3-t/z"LAG SCREWS keep each area
SPACING
clear of any back
SPF SP 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 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'-Il 19'-8 17'-2 15'-3 13'-9 12'-6 11-5 10'-4 9'-S 8'-S 7'-11 7'-4 6'-9 6'-3 S'-11
20 24 n/a 34'-0 28'4124'-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
18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-2 15'-6 14'-1 12'-1 11'-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 22'4120'-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 _� a
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 -�
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'-1 11'-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'-1 11'-1 10'4110'-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
a
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'-1112'-10 11'-1 11'-0 10'-4
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 19'4118'-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. u
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'-1 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'-1129'-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'-1118'-4 17'-1 16'-0
° o
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
6 8 n/a n a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-6 26'-1 24'-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 n/a n/a 33'-0 30'-7 28'-6 126'-8 each anchor location to provide a
SPF SP 14 sf 17 sf 20 sf 24 sf 28 sf 32 sf 36 sf 40 sf 44 sf 48 sf 53 sf 58 sf 63 sf 69 sf 75 sf 81 sf 87 sf 93 sfFASTENER
flush mounting surface.
P P p P P P P P P P P P P P P P P P
SPACING DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) ° °
482#1620# 111+�� `/
\� �/ First anchor to start at no more than
LOAD PER
\\\\ E, /// half the fastener spacing distance and
FASTENER $(,qr,.. • no less than the minimum edge distance.
(Pounds) ��'� GEN3�•••1b /i °
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) ; NO.0737 is
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 none
Lesser spacing may be used to avoid interference with door hardware and or fastening system. .p STATE OF i 4-f (�j ❑w❑ ❑O�0 DATE
Maximum spacing shown in chart. John E.Scates,P.E. % �. ��� o
2-18-2015
These charts do not address spring ad connections to the building. 3121 Fair ate Drive �/��••• ORQ. 0 N Back Jamb Attachment Detail
Alternative design may be approved b are registered professional engineer. Carrollton,Texas 75007 /// Fs ••��
s y PP y g P /// S10NAL���\�\ Lag Screw
Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 /////I ��X
engineer for wind loads in addition to other loads. TXPE 56308,F-2203 11 I I%% C.H.I. Drawing: BJA-102 ReV.-OS
Professional Engineer's seal provided onl for ventication of wmd
load construction detailsg
Self tapping screws (with steel) Screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASMEB18.2.1. .100" x 1"fillet welds
USE 9/16" %e"steel Jambs;allowable load per screw=444 lbs. Welds performed by a Certified Welder or inspected by a
MINIMUM track Allowable load per screw;12 gauge=209 lbs,14 gauge=143 lbs,and 16 gauge=110 lbs. Certified Welding Inspector to verify integrity of welds.
DIAMETER Optional Washer.9/16"O.D.minimum;must conform to ANSI B18.22.1 a A. 12 gauge or/e"steel Jambs;allowable load per weld=1,272 lbs.
revers WASHER IF bracket or p Use all necessary precautions when welding galvanized steel.
SSW Washer not required if fastener head has minimum 9/16"outside diameter. Welds to be event aced between header and floor.
continuous y
Lowest fastener to be within 10-inches of the floor
ang IS LESS THAN 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 Minimum of 3 welds per jamb required.
with door component system.
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.
SCREWS SCREWS SCREWS WELDS SCREWS WELDS 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 *(1E60'XrXeVE1cctrodes
se angle
16 20 30 36 36 36 IV-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 10'-5 8'-8 7'-S 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/ag 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'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a n/a 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
ing 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 S'-6 5'-1 4'-9 4'-5 and tack weld toe of angle or
6 7 11 36 24 36 31'-S 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 5'-10 5'-5 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'-1 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 it 32 n/a n/a n/a 39'-9 34'-0 29'-9 26'-6 23'-10 21'-8 19'-1 18'-0 16'-5 15'-i 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 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'-S 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'-10 26'-6 24'-0 21'71120'-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 12 n/a 12 n/a I 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
SCREWS SCREWS SCREWS WEEDS SCREWS WELDS 14psf 17psf I 20psf 24psf 128psf I 32psf 1 36psf I 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 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 jamb I jamb jamb licensed professional engineer.
ATTACHMENT SPACING(inches) 11 Supporting structural elements shall be
--11-0#-T--143#-7 209# 1 1272#1 444# 1272# ``,11 (7��/ designed by a licensed professional engineer
ALLOWABLE LOAD PER SCREW(pounds) �� E• C (, / for wind loads in addition to other loads.
�a 3 ��� ��' This drawing does not address the jamb/wall
O♦♦♦��♦E'Ns�``� // design,but only door attachment Jamb/wall
1. ♦ V �� / construction is shown only for illustration
• purposes.The building designer is responsible
•
o
N .0737
• 1 — for ensuring that the jamb/wall is sufficient to
carry the door live and static loads.
� *i ; •� � SCALE
• 000
none
OF ♦♦,,--
John E.Scates,P.E. A`` STATE �y�\ o TOMJ
A 000 DATE 2-18-2015
3121 Fairgate Drive %0*'�•� (OR\�4: d�
> T ori 56 08#51737 Carrollton,Texas 75007 /��� s�NA;����`` Steel Attachment Detail
�III�
Professional Engineer's seal provided only for verification of windload construction details. C.H.I. Drawing: BJA-103 I Rev.-07