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Planning& Development Services Departme ,;�
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F- I L
Product Review Affidavit
Building Permit# Owners Name OVA Applicant:
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows
Mullions
Fixed Glass
Black Glass
Sk ights
-Sliding Glass Doors
Swin T e Doors
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert.No. Date:
12/10/2015 Florida Building Code Online
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Product Aooroval Menu>Product or Aoolira tion Search >Aoolication List>Application Detail
FL# FL15012-R2
Application Type Revision
Code Version 2014
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
jcampbell@chiohd.com
Authorized Signature Jim Campbell
jcarnpbell@chiohd.com
Technical Representative
Address/Phone/Email FILE COFi � .. '
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the John E. Scates
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.
s Validation Checklist - Hardcopy Received
Certificate of Independence FL15012 R2 COI Cert of Ind Scates s ndf
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
Sections from the Code
httpsJ/floridabLilding.org/pr/pr app o.aspx?para-rr--viGEVXQvADgLiS73Fr2Z� ce/a2bhldlGcB6L5oMtAJEkM-W9HhR%2bfo(Sg%3d%3d 1/6
I
12110/2015 Florida Building Code Ondine
Product Approval Method Method 1 Option D
Date Submitted 04/06/2015
Date Validated 04/26/2015
Date Pending FBC Approval 05/01/2015
Date Approved 06/23/2015
Summary of Products
Go to Page 0 0 Page 1/20 0
FL# Model,Number or Name Description V ��
15012.1 kfL; 2240, 2241, 2250,2251,4240 06-00"wide through 09'-06"wide by 20'high steel sectional door
4241,4250,4251, 5240, 5241, 5250, with or without polystyrene insulation.
5251
Limits of Use Installation Instructroos
Approved for use in HVHZ:No FL15012 R2 II lamb Attach Drawings s.pdf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.odf
i Impact Resistant:No Verified By:John E.Scates,PE FL-51737
i Design Pressure: N/A Created by Independent Third Party: No
Other:Sectional doors provided for windioad applications.Tested Evaluation Reports
in accordance with ASTM E330 and ANSUDASMA 108,which are FL15012 R2 AE Eval Rept s.odf
accepted test methods per 5th edition(2014)Florida Building FL15012 R2 AE FZ4-09-013LSs,pdf
Cade Section 1715. See drawing FZ4-09-013L5 for pressures and Created by Independent Thiry!Party:Yes
widths+34.8(psf)/-39.3(psf)at 06-00"through
I+�20.8(psf)/-23.5(psf)at 09'-06". u I
15012.2 kgL; 2240, 2241, 2250, 2251,4240 06'-00"wide through 10'-00"wide by 20'high steel sectional door i
4241,4250,4251, 5240,5241, 5250, with or without polystyrene insulation.
5251
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS012 R2 II Jamb Attach Drawings s pdf
{ Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Ran s,g¢f
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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSUDASMA 108,which are FL15012 R2 AE Eva[ Rept s.pdf
E accepted test methods per 5th edition(2014)Florida Building FL15012 R2 AE FZ5-09-013L5s.pdf
Code Section 1715. See drawing FZ5-09-013LS for pressures and Created by Independent Third Party:Yes
widths+41.0(psf)/-46.2(psf)at 06'-00"through
+22.1(psf)/-24.9(psf)at 10'-00".
15012.3 khl; 2240, 2241, 2250, 2251, 4240, Up to 09'-00"wide by 20'high steel sectional door with or without
4241,4250,4251,5240,5241, 5250, polystyrene insulation.
5251
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS012 R2 II Jamb Attach Drawinos s odf
Approved for use outside HVHZ:Yes FLIS012 R2 II Supplemental Instructions Pan s.odf
Impact Resistant:Yes Verified By: John E. Scates, P.E. FL-51737
j Design Pressure:+32.0/-36.2 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 FL15012 R2 AE Eval Rept s.odf
tests conducted in accordance with ANSUDASMA 115,ASTM FL15012 R2 AE FZ6[-09-015 5s pdf
E1886 and ASTM E1996. Static tests conducted in accordance Created by Independent Third Party: Yes
with ASTM E330 and ANSUDASMA 108.These are accepted test
methods per 5th edition(2014)FBC Sections 1609 and 1715. See
drawing FZ6i-09-01515 for pressures 32.0(psf)J- 36.2(psf)at
widths up to 09'-00"
15012.4 �^ kiL; 2240, 2241,2250,2251,4240, 06'-00"wide through 09'-02"wide by 20'high steel sectional door
4241,4250,4251, 5240, 5241, 5250, with or without polystyrene insulation.
5251
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 1I Jamb Attach Drawinos s odf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pans.odf
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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSUDASMA 108, which are FL15012 R2 AE Eval Rept s pdf
accepted test methods per 5th edition(2014)Florida Building FL15012 R2 AE FZ7-09-013L5s.pdf
Code Section 1715.See drawing FZ7-09-013LS for pressures and Created by Independent Third Party: Yes
widths sf)/-3psf)/-f)at s'-at 06'-00"through I
+34.7(psf)j-39.1(psf}at 09'-02" _ _IL
15012.5 kkL; 2240,2241, 2250, 2251,4240, 06-00"wide through 10'-00"wide by 20'high steel sectional door
4241,4250,4251, 5240, 5241, 5250, with or without polystyrene insulation.
15251
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 II lamb Attach Drawinas s.pdf
httpsl/fforidabtritding.org/pr/pr airdtl.arspX?par�wGEVXQMDq S73Fr2ZyPgc%2bhld1GcB6L5or\ANJEMALW9HhR%2b(cD(Sg%3d%3d 216
4 3 2
Window Options:
1/8" DSB
1/4" Tempered Glass
1/4" Polycarbonate
D 9'-0"(see notes for other widths) 7/16" Insulated Glass D
7/16" Tempered Insulated Glass
Optional Lites Max daylight opening 39-3/8 x 12-1/2"
(up to+44.3/-51.5 psf)
T window options) r,C-� Max daylight opening 16-3/4 x 10-1/4"
top fixture —2) (up to+50.7/-57.5 psf)
flag
bracket
21 0,
door height V, cr
end stile 6-6"to T-O" 4 5 3
C 7' IB T-6"to 8'-0" 5 6 4 1 c
track
to - 7 4
3B 0
bracket 9'-0"to 10'-6" 6 8 5
7f
6
7
8
end hinge 10'-9"to 12'-3" 7 10 6
12'-6"to 14'-0" 8 I 1I1 7
14'-3"to 15'-9" 9 13 8
11 boll 16-0"to I7'-6" 10 14 9
17-9"to 19'-3" 11 16 to
3B 2A 191-6"to 20'-0" 1 12 17 it
B 2
1V &/ Track bracket quantities shown are for B
interrnediate hinge strut attachment strut use with grade 2 or better spruce-pine-fir
(SPF)or southern pine jambs.
This or has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05.
Supplemental Instructions contain details
If door is not electrically operated,a lock must be installed.
Supporting structural elements to be designed by registered professional engineer for specified wind loads. N for doors up to 29-U'high.These are required in
addition to this drawing for installation. Always
Maximum door height: 20'-0" Maximum section height: 21"
No.51737 'j= use supplemental instructions in addition to this
Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following John E.Scales,P.E.
in wind speeds. drawing during door installation.
These exposure"B"wind speeds are for 7'high doors on 30'tall buildings. 3121 Fairgate Drive
(D nn ntS
Width i Design Pressure Wind Speed Windows Center Stiles Carrollton,Texas 75007 L�.W.00 I' 04-09-2015
09'-02" 34.7(psf)139.1(psf) 191(mph) YES I Florida P.E.#51737 Models:2240,2241,2250,2251,4240,424 1,
36.0(psf)/ 40,6(psf) 194(mph) YES I
4250,4251,5240,5241,5250�5251
A 08'-06" 199(mph) YES I A
08'-00" 403(psf)/ 45.7(psf) 204(mph) YES 1 54.0(psf)/ 60.9(psf)at 06-00"through
OT-00" 46.3(psf)/ 52.2(psf) 217(mph) SEE NOTES I Digitally signed by John E.Scates,P.E. 34.7(psf)/ 39.1(psf)at 09'-02"
06-00" 54.0.(Ep/-60�9(psf) 232(mph) SEE NOTES FL MUM Date:2015.04.14 13:57:52-05'00'
Center stile quantity is minimum per section, r.H.I,Drawing: FZ7-09-013L5
See window options for more pressure restrictions based on window usage. Professional Engineer's seal provided only for verification of windload construction details page 1—of-2
4 3 All, 2
4 i 3 2 1 1
Strut(if applicable)not shown for clarity.
Details on some views may have been omitted for clarity.
(,059)galvanized steel top The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.
D fixture.Each fixture attached See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized steel D
with four 1/4"x 3/4"screws. 2"x 7/16"(nominal)stop molding to be secured with flag bracket fastened to o p 4 a—ft
minimum 8d nail or 2-1/2"long screw on 5"spacing. wood jamb with three
push nut 5J16"x 1-5J8"wood lag
Stop molding not required when door is more than V wider than opening.
screws.
nominal(.0185)galvanized steel minimum
(.034)end stile
Flag bracket attached
to horizontal track
with two 1/4"x 519"
{,109)galvanized steel top track boas and nuts. ,
fixture, Each fixture attached
C with two 1/4"x 3/4"screws. (.034)center stile 2"(min)x.045(min) C
galvanized steel track Flag bracket attached to
Q vertical track with two 1/4"
push nut x 5J8"track bolts and nuts.
P Or two 1/4"x 11/32"rivets.
(.034)end stile End Hinge Intermediate Hinge (.102)galvanized steel track
galvanized steel fastened (.058)galvanized steel bracket fastened to wood jamb
$ to section with fastened to section with with one 5/16"x 1-5/8"wood
Optional low head room to bracket
o four 1/4"x 3/4"screws. four 1/4"x 3/4"screws. tag screw per bracket. 4
P P push nut
2-3/4" ii Each track bracket attached with
1
B 2"(max,for.058 thick} 2-3/4"4"(max.for.109 thick)
one 1/4"x 5/8"track bolt and nut. B
Or two 1/4"x 11/32"rivets.
nominal 0 2"(min.)
10(min.)ball roller 3-1/2"(min.)stem John E.Scates,P.E.
with nylon or steel tread. push nut 3" 3121 Fairgate Drive
� I
Carrollton,Texas 75007
�� Florida P.E.#51737
o ` .S "i.\Cr111 ��_ LtU LJ C7 a nts
oO (.102}galvanized steel bottom lyp a 1/2' � „ NO,61797 ❑ a o
bracket Each bracket attached 04.09-2415
with four red 1/4"x 3/4"screws. 051 50 ksi galvanized Steel :*! * I« Models:2240,2241,2250,2251,4240,4241,
.�- 3"strut attached with two 1/4"x 3/4" ', Sy�tEOP •: ti 4254,4251,5240,5241,5250,5251
A screws per stile or hinge late, rr '`�, •` A
push nut (.109)galvanized steel bottom54.0
Vinyl Aluminum extrusion with four red bracket
xket attached
tta rows. P g P ����Fp " t►�•���`` 34.7(psf)1-39.1(psf)at 09'-02" through
weatherstrip Optional low headroom bottom bracket C,H.I.Drawing: Fz7-09-013L5
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 Bl$.22.1 type B. any back jambattachment fasteners
ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B.
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 wail covering,use longer fasteners to insure minimum embedment required. 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 101/o 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" ..3/83/r 3/8" 14 sf 17 sf 20psf 24 sf 28 sf 32 sf 36psf sf 44 sf 48 sf 53 sf 58psf 63 sf 69 sf 75 sf 81 sf 87 sf 93 sf
24 24 24 24 24 24 22'-9 18'-9 3S'-11 i3'-3 11'-4 9'-11 8'-10 7'-11 T-3 6'-7 61-0 S'-6 S'-0 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 7'-8 T-0 6'-4 5'-10 5'-4 4'-31 4"-6 4'-2 n/a n/a •
24 20 24 24 24 16 26'-6 21'-9 18'-6 1S'-5 13"-3 11'-7 10'-3 9'-3 8'-5 7'-8 7'-0 6'-4 S'-10 5'-4 4'-11 4'-6 4'-3 T-11
24 18 24 22 24 16 28'-10 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 IQ'-1 9'-2 8'-5 7'-7 6'-11 fi'-S 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 10'-1 9'-3 8'-4 7'-8 7'-0 6'-5 5'-11 5'-S 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 30'-10 10'-0 9'-0 8'-3 1 7'-7 1 6"-11 6'-4 5'-31 5'-6 5'-1
24 15 24 17 16 16 36'-3 29'-10125'-4 21'-2 18'-1 15"-10 14'-1 12'-8 11'-6 10'-7 1 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'-S 22'-10 19'-7 17'-1 15'-2 13'-8 12'-S 11'-S 10'-4 9'-S 8'-8 7'-Il 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 2S'-8 22'-6 20"-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-S 10'-5 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 31'-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'-10 21'-5 19'-6 17'-10 16'-2 14'-9 13'-7 12'-5 1 11'-5 10'-7 9'-10 9'-2 •
12 7 20 9 8 8 nJa n/a n/a n/a n/a 30'-11 27'-S 24'-8 22'-5 20'-7 18'-8 17'-0 15'-8 14"-4 13'-2 12'-2 11'-4 10'-7 2x6 structural grade lumber.
it 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 10'41 May be counterbored up to 3/8"deep
10 6 17 74n/an
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 6a 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 1T-0 15'-9 14'-8 13'-9 flush mounting surface.
8 n/a 13 6 a n/a n/a n/a n/a nfa nfa n/a nfa 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/aa 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 S3psf 58psf 63psf 69psf 7Spsf 81psf 87psf 93psf
First anchor to start at no more than
ITW Tapcon ITW !DT n— wage-DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) half the fastener spacing distance and
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" 1" 1-1/8 1.1/8"WASHER DIAMETER
2-1/2 2-1/2" 3" 3" 4" 4" EDGE DISTANCE ,1��` t► ���/' Supporting structural elements shall be designed by a registered
508# 319# SS9# 371# 480# 340# FASTENER LOAD CAPACITY r\� F.. Se f� professional engineer for wind loads in addition to other loads,
`�� ♦tea► N s• +j i p ��/' This drawing does not address the jamb/wall design,but only door
+ V\ g ,ttiT 50 attachment.Jamb/wall construction is shown only for illustration
�• W- purposes. The building designer is responsible for ensuring that the
-�
.51737 " jamb/wall is sufficient to cavy the door live and static loads. This
t $ ,,i drawing does not address the sprung pad connections. Registered
Digitally signed by John E.Scates,P.E. 0* + professional engineer may approved an alternative design.
Manufacturer's installation instructions must be followed, Date:2015.02.2416:32:57-06'00' '
Maximum serspa spacing aybe used
in chart ,• •Q • $TATE .
John E.Scates,P.E. r ,� •s 1711:3171 SCALE none
Lessers spacing may be used to avoid interference with door hardware / •
3121 Fairgate Drive a • * . ` ❑ p ❑DOS an E
and or fastening system,but not less than 6". •. 1C`� 0 ,• 2-18_201 S
Carrollton,Texas 75007 / .. Q
Load per jamb=0.5 x door width x max positive pressure x door height. Florida P.E.#51737 OR��,fJ�t4s
8"CMU block walls shall comply with ASTM C90. TXPE 56308,F-2203 Back Jamb Attachment Detail
Use minimum 2000 psi grout or concrete when filling CMU. ll���I1 I{{�� Concrete Anchors
CMU fastener spacing distance may vary+/4".
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 1R"MIN 1/2"MIN 1/2"1`IN
Spruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds. ATTACHMENTOOF
Use SP values only if both structure and jamb are southern pine. 2x6 WOOD JAATTACHMENT OF
Use SPF values when spruce pine fir is present in structure or jamb material. 2xb WOOD JAMB
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1
12"SHEATHINGON 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.
%"x 3"LAG SCREWS SHEATHING
FASTENER DOOR WIDTH feet and inches ata iven DESIGN PRESSURE PSF i"x 3-1/2"LAGS keep each area
SPACING clear of any back
SPF SP 14psf 17psf 20psf 24psf 28psf I 32psf 36psf I 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'-1119'-8 17'-2 15'-3 13'-9 12'-6 11'-5 10'-4 9'-5 8'-8 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'-S 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'-S 31-0 25'-1C 22'-1 19'-4 17'-2 IV-6 1V-1 12'-1111'-8 W-8 V-10 $-11 V-3 7'-7 7'-1 V-8 header
18 23 n/a n/a 32-1 26-9 22'-1120'-0 17'-1(116'-0 14-7 13-4 12-1 11-0 10-2 9-3 8-6 7-11 7-4 6-10 ,
ii ' 8-
16 21 n/a n/a 35-5 29'-6 ZS'-3 22-1 19-8 17-8 16-1 14-9 13-0 12-2 li-2 10-3 9-5 8-8 8-1 7-? ..�__._ � �1
16 20 n/a n/a 36'-1 30'-1 25'-9 22'-7 20'-0 18'-0 16'-5 15'-0 13'-7 12'-S 11'-S 10'-5 9'-7 8'-11 8'-3 7'-9 3"
15 20 n/a n/a n/a 31'-0 26'-6 23'-3 20'-8 18'-7 16'-1 15'-6 14'-0 12'-9 11-9 10'-9 9'-11 9'-2 8'-6 8'-0 ^
14 18 n/a n/a n/a 34'-5 29'-6 25'-9 22'-1120'-7 18'-9 17'-2 15'-7 14'-2 13'-1 11'-1111'-0 10'-2 9'-5 8'-10
13 16 n/a n/a n/a n/a 31'-9 27'-9 24'-8 22'-2 20'-2 18'-6 16'-9 15'-4 14'-1 12'-1 11'-1 10'-I 10'-2 9'-6
12 16 n/a n/a n/a n/a 33'-2 29'-0 2S'-1 23'-3 21'-1 19'-4 17'-6 16'-0 14'-9 13'-S 12'-4 11'-S 10'-8 10'-0
12 15 n/a n/a n/a n/a n/a 30'-1 26'-9 24'-1 21'-1 20'-0 18'-2 16'-7 15'-3 13'-1112'-10 11'-1 11'-0 10'-4
11 14 n/a n/a n/a n/a n/a 32'-1 29'-2 26'-3 23'-1 21'-1 19'-1 18'-1 16'-8 1S'-2 14'-0 12'-1112'-1 11'-3
10 14 n/a n/a n/a n/a n/a 33-2 29'-6 26'-6 24'-1 22'-1 20'-0 18'-3 16'-1 15'-4 14'-2 13'-1 12'-2 11'-5
10 12 n/a n/a n/a n/a n/a n/a 32'-1 28'-1126'-3 24'-1 21'-9 19'-1118'-4 16'-9 1S'-5 14'-3 13'-3 12'-S Highest anchor installed at
} ' t ' least as high as door opening.
9 12 n/a nja n/a nja n/a n/a nJa 31-0 28-2 25-1 23-4 21-4 19-$ i?-1 16-6 15-3 14-3 13-4 g
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 2S'-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'-1120'-1119'-3 V-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'-1018'-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 23'4 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'-i 21'-4 20'-0 2x6 structural grade lumber.
May be counterbored up to 3J8"deep at
4 1 6 1 n/a nJa n/a nja nja nja nJa n/a n/a n/a n/a n/a n/a I n/a 0-0 30'-7 28'-6 126'-81 each anchor location toprovide a
SPF SP 14 17psf 20psf 24psf 28psf 32psf 36ps# 40psf 44psf 48psf 53psf 58ps# 63psf 69psf 7Spsf 81psf 87psf 43psf flush mounting surface.
ATC6,at DOOR WIDTH feet and inches ata given DESIGN PRESSURE (PSF) '
482#1620# r ``
LOAD PER `,`j� jt✓ First anchor to start at no more than
FASTENER ��� S. 8iL`A /// half the fastener spacing distance and
(pounds) �` �i � �/ /no less than the minimum edge distance.
% /
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) No.5'1737
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. ,k' * s 000 none
Lesser spacing may be used to avoid interference with door hardware and or fastening system. i�p: STATE if,�W ""� DATE
•'�.j .'`. &WO]OMMM DOORS 1 2-18-2015
Maximum spacing shown in chart. John E.Scates,P.E. /'� 9P :1►
These charts do not address spring pad connections to the building. 3121 Fairgate Drive � � • OR%,.*07
Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. Carrollton,Texas 75007S8�O1�aL; ���� La Screw
Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 jjJ Ott
engineer for wind loads in addition to other loads. TXPE 56308,F-2203 i i i l%
Professional Engineer's seal provided onl for venticatton of wtndload construction details C.H.I. Drawing: BJA-102 I Rev.-OS