HomeMy WebLinkAboutProduct Approval 1/16/2016 Florida Building Code Online
Fn
lit.--
ra `q
-f Ji3��`
BCIS Home I Log In 1 User Registration HotTopics I Submit Surcharge I Stats&Facts Publications F'BC Staff SCIS Site Map ; Links Search
Busines , )t_
Professibr al 5 1 USER:UPubliicU proval ser
Rer
i���ulation I �
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL15012-R2 j
Application Type Revision I
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall b i reviewed and ratified by the
POC and/or the Commission if inecessa•ry.
Comments
Archived I
Product Manufacturer C.H.I.Overhead Doors I
Address/Phone/Entail 1485 Sunrise Drive
Arthur,IL 61911 j
(217)543-2135 Ext 4273 I
jcampbell@chiohd.com
Authorized Signature Jim Campbell
jcampbell@chiohd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
i
Category Exterior Doors
i
Subcategory Sectional Exterior Door Assemblies
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
' Evaluation Report- Hardcopy Rec I ived
Florida Engineer or Architect Name who developed the John E.Scates
Evaluation Report j
Florida License PE-51737 j
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expiration Date 12/31/2018 i•
Validated By Gordon Thomas,P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence. FL15012 R2 COT 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 ! I 2002
DASMA 108 I 2005
DASMA 115 i 2005
I
Equivalence of Product Standards
Certified By
Sections from the Code `
I
https•J/floridabLilding.org/pr/pr app dtl.aspx?pararrti=wGEVXQwtDquS73Fr2ZyPgcp/o2bhidlGcB6L5orWJEkM-W9HhR*/`— S i%3d%3d 1/6
1/16/2016 Flofida Building Code Online ` I,
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 113aAttach Draw nos s. df
Approved for use outside HVHZ:Yes I FLIS012 R2 II Supolemen(al Instrbctions Pan s.pdf
Impact Resistant:No Verified By:John E.Scates,P.E. L-51737
Design Pressure:N/A Created by Independent Third Party: No
Other:Sectional doors provided for windload applications.Tested Evaluation Reports
I in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eval ReAt s.pdf J
accepted test methods per 5th edition(2014)Florida Building FL 5012 R2 AE FZ4-16-6 315s. d
Code Section 1715.See drawing FZ4-16-01315 for pressures and Created by Independent Third Pa :Yes
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 ste 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 Att h Dra i s s. if
Approved for use outside HVHZ:Yes FL15012 R2 II Su le ntal Ins rtrctions Pan s.Ddf
Impact Resistant:Yes Verified By:B :John E.Scates, P.E.fL-51737
Design Pressure:+22.2/-24.7 Created by Independent Third PaNo
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.Ddf
tests conducted in accordance with ANSI/DASMA1115,ASTM FL15012 R2 AE FZ4i-16-01515s. df
E1886 and ASTM E1996.Static tests conducted in accordance Created by Independent Third Pa y.Yes
with ASTM E330 and ANSI/DASMA 108.These arelaccepted test
methods per 5th edition(2014)FBC Sections 1609 and 1715. See I
drawing FZ4i-16-01515 for pressures+22.2(psf)/-24.7(psf)at I
widths up to 16'-00"
r
15012.18 rg; 2240,2241,2250,2251,4240, 08'-00"wide through 16'-10"wide by 20'high steel sectional door
4241,4250,4251,5240,5241,5250, with or without polystyrene insula ion.
5251
Limits of Use Installation Instructions'
Approved for use in HVHZ:No FL15012 R2 II Amb Attac h Dra [nos s.Ddf
Approved for use outside HVHZ:Yes FL15012 R2 1I Sbp leme"tal InsE�.uctions Pan s.pdf
Impact Resistant:No Verified By:John'E.Scates,P.E. L-51737
Design Pressure:N/A Created by Independent Third Pa : No
Other:Sectional doors provided for windload applications.Tested Evaluation Repoits
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eval Reot S.Ddf ,I
accepted test methods per 5th edition(2014)Florida Building FL15012 R2 AE FZ5-16-01315s. df
Code Section 1715.See drawing FZS-16-01315 for pressures and Created by Independent Third Pa V:Yes
widths+52.4(psf)/-58.3(psf)at 08'-00"through
/-26.3(psf)at 16-10"
i u I
15012.19 rh; 2240, 2241,2250, 2251,4240, 12'-00"wide through 24'-00"wide by 20'high steel sectional door
4241,4250,4251, 5240,5241,5250, with or without polystyrene insula ion.
5251 I' {
Limits of Use Installation Instructions)
Approved for use in HVHZ:No FL15012 R2 11 Jamb Attach Dra 'ins s. df
Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Ins_'ructions Pan s.pdf
Impact Resistant:No Verified By:John E.Scates,P.E. L-51737
Design Pressure:N/A Created by Independent Third Pa T: No
Other:Sectional doors provided for windload applications.Tested Evaluation Reports 11
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eval Re t' s.pdf
accepted test methods per 5th edition(2014)Florida Building FL15012 R2 AE FZ6-16-01315s. f
Code Section 1715.See drawing FZ6-16-01315 for pressures and Created by Independent Third Pa :Yes
widths+40.1(psf)/-44.7(psf)at 12'-00"through j
+13.4(psf)/-14.9(psf)at 24'-00" i
u'
15012.20 I rhI; 2240,2241,2250;2251,4240, Up to 16'-00"wide by 20'high steel sectional door with or without
4241,4250,4251, 5240,5241,5250, polystyrene insulation.
5251
Limits of Use Installation Instivctions
Approved for use in HVHZ:No FL15012 R2 II Jamb Attaa.ch Drinns s.ndf
Approved for use outside HVHZ:Yes FL15012 R2 II Supplernehtal Instructions Pan s.pdf
Impact Resistant:Yes Verified By:JohnlE.Scates,P.E. FL-51737
Design Pressure:+30.6/-34.1I Created by Independent Third Pa 'y: No
Other:Sectional doors provided for potential"code-plus" Evaluation Repoirts
applications. Large Missile impact(9 pound missile)and cycling FL15012 R2 AE Eval Re It s.odf
tests conducted in accordance with ANSI/DASMA'115,ASTM FL15012 R2 AE FZ6i-16-'!01515s pdf
E1886 and ASTM E1996.Static tests conducted in accordance Created by Independent third PAY:Yes
with ASTM E330 and ANSI/DASMA 108.These are accepted test
methods per 5th edition(2014)FBC Sections 1609 and 1715. See
drawing FZ6i-16-01515 for pressures+30.6(psf)/-34.1(psf)at
widths up to 16'-00"
Go to Page ! i Page 1/2
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1624
1
https//floridabuilding.org/pr/pr app dtl.aspxC?parar�wGEVXQwtDquS73Fr?ZyiPgc%2bh1d1GcB6L5orvMJElanlW9HhR 12bW1%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 2 hinge 1/4" Tempered Glass
(see window options) LC
22 1/4" Polycarbonate
7/16" Insulated Glass
D top fixture flag 7/16" Tempered Insulated Glass D
bracket Max daylight opening 39-3/8 x 12-1/2"
4D
end stile °
7' 1B
t track
�9
r 2 a°O min
3B ° ° bracket tgUt d o t-`a
2 - -- H7-0„ �4 �7 -3- -
Door
end hinge 7'-6"to 8'-0" 5 9 4
C C
4A o 0 0
9'-0"to 10'-6" 6 11 5
bottom fixture . 10'-9"to 12'-3" 7 13 6
D12'-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 17-6" 10 19 9
Supporting structural elements to be designed by registered professional engineer for specified wind loads, 17-9"to 19'-3" 11 21 l0
If door is not electrically operated,a lock must be installed. 19'-6"to 20'-0" 12 23 11
-Maximum door height: 20'-0"--- Maximum-section hcight:-21= ----- ------------ ------- -- ------- ------- - B-—
B Track bracket quantities shown are for use with
Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds.
These exposure"B"wind speeds are for 7'high doors on 30'tall buildings. sof er wood species rade 2 or better
feI ke s rane jamb.s.When u
spruce-pine-fir(SPF)use
- --
Width—Desi n Pressure—_Wind'S ed='Windows
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 o m�
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
—171 with two 1/4"x 5/8"
(.109)galvanized steel top track bolts and nuts. m
-- --- -fixture. Each fixture-attached- - - - -- -
C with two 1/4"x 3/4"screws.
(.034)center stile Fla bracket attached to Lt C
2"(min)x.0485(min g
push nut galvanized steel track vertical track with two 1/4"
Il 034)end stile x 5/8"track bolts and nuts,
g (' C End Hinge O Intermediate Hinge - Or two 1/4"x 11/32"rivets.
galvanized steel fastened (.058)galvanized steel (,102)galvanized steel track
6 to section with fastened to section with bracket fastened to wood jamb
0
six 1/4"x 3/4"screws, four 1/4"x 3/4"screws. with one 5/16"x 1-5/8"wood o
lag screw per bracket.
Optional low head room top bracket Push nut
-- 2"(max,for(,069)thick) 2 3/4" _ 2 3/4"
- (max.-for_.109 thick)- _ Each track bracket attached with
B
-- one-1/4"x-5/8"track-bolt-and-nu. .13-
Or two /
1 —
nominal 0 2"(min.) 3-1/2"(min.)stem x 1 / 2 rivets.
with nylon or steel tread. .
—— - push nut �+- John E.Scates,P.E. —
I 3121 Fairgate Drive
- -— --— -ooh — 1_�/g C-arrollton,-Texas 75007—- --
\\`�,11111Florida P.E.# 51737
000 .102 galvanized
1/2" `O��o+�'a eenta�pFs���i� o�7o nts
( )g 051 50 ksi galvanized steel No.b1737 �oL1Uo�o�O® a� Oq_py_2p15
bottom bracket Each
bracket attached with four 3"strut attached with two 1/pl x 3/4" _* Models:2240,2241,2250,2251,4240,4241,
screws per stile or hinge plate. �y+ 4250,4251,5240,5241,5_
red 1/4"x 3/4"screws. (.109)galvanized steel bottom fl 1, sTATE OF ` X50,5251
A push nut bracket Each bracket attached %��.t •;�LORtQP�p��`� 40.1(pst)/-44.7(p t) g A
with four red 1/4"x 3/4"screws, S s at 42'-00"through
Vin 1 Optional low head room bottom bracket �j �j �j �� StONA��\\� 13.4(psq/-14.9(pst)at 24'-00"
weatherstrip Aluminum extrusion p FLS u v0 u 2R2 ,,��11f 11111"\\ � C.H.I.Drawing: PZ6-16.01315
Professional Engineer's seal provided only for verification of windload construction details page_2 of_2
4 3 2 1 1
Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong-Tie. keep each area clear of
tiny back jamb
ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5"long with washer that conforms to ANSI B 18.22.1 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 Then 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 maybe.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"13/8" 3/8 3/8"13/8" 14psf 17 sf 20 sf 24psf 28psf 32psf 36psf 40 sf 44psf 48psf 53 sf 58 sf 63 sf 69psf 75psf 81 sf 87psf 93psf
24 24 24 24 24 24 22'-9 18'-9 15'-Il 13'-3 11'-4 9'-11 8'-10 T-11 7'-3 6'-7 6'-0 5'-6 5'-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 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'-S 13'-3 11'-7 10'-3 9'-3 8'-5 7'-8 7'-0 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 T-11
24 18 24 22 24 16 28'-30 23'-9 20'-2 16'-30 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 41-4
"_\�:/
24 17 24 20 24 16 31'-9 26'-2 22'-3 18'-6 15'-1013'-30 12'-4 11'-1 10'-1 9'-3 8'-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 1 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-30 30'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1
24 15 24 17 16 1 16 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'4 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5' 5'-5 Highest anchor installed at-10
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. 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 9'41 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'-S 15'-8 14'-3 13'-0 11'-10 10'-9 9'-11 9'-1- -8'=4-- T-8 T-2 6-8 the header and the floor.
16 10 24 12 16 8 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'-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 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'-30 23'-10 21'-5 19'-6 17'-10126'-2 14'-9 13'-7 12'-5 1 11'-5 10'-7 9'-10 1 9'-2 1 q_1
0
12 7 20 9 8 8 n/a n/a n/a n/a n/a 30'-11 27'-S 24'-8 22'-S 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 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'-8 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 1S'-11
n/a n/a 12 n/a n/a n/a n/a n/a I 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 0 0
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 at iven DESIGN PRESSURE PSF half the fastener spacing distance and
ITW_Tapeon__ITW LDT _H0___all— ( ) g ( ) ——_—no_less than the_mimmum edge_disnuue.__ _
1/4" 1/4" 3/8" 3/8" 3/8" 3/8" FASTENER DIAMETER
0
1.75" 1.75" 2.5" 2.5" 2.75" 2.68" EMBEDMENT LENGTH
-...,1-1/8'_7, _1-1/21=1/8"1-1/8"WASHER DIAMETER -
�, 0� Supporting stmctural elements shall ba desi mcd b r registered
2-1/2"2-1/2" 3" 3" 4" 4" EDGE DISTANCE `` ``® � S` /S�� professional engineer for wind loads in addition t other loads.
508# 319# 859# 371# 480# 340# FASTENER LOAD CAPACITY 1�� ____C4 0This drawing docs not address the jamb/wall design,but only door
TOO! attaclttuenr.Jamb/wall-constmetionisshmm-only-foriilustmdon—
o / purposes. The building designer is responsible for ensuring that the
NO.51737 a jamb/wall is sufficient to carry the door live and static loads. This
's drawing does not address the spring pad connections. Registered
Digitally signed by John E.Scates,P.E. a * p professional engineer may approved an alternative design.
Manufacturer's installation instructions must be followed. Date:2015.02.2416:32:57 06'00' it u
Maximum spacing shown in chart, ® � STATE OF ;40- 4. M pOp SCALE nolle
John E.Scates,P.E. s e % I In I n I i��O
Lesser spacing may be used to avoid interference with door hardware / "' • lJ LL flJ DATE
3121 Fairgate Drive � O s �. • � � ❑ ❑ ❑ OOO
and or fastening system,but not less than 6". •. F ® ,• ® \ 2-18-2015
Carrollton,Texas 75007 / •.�0R�,• (� �\
Load per jamb=0,5 x door width x max positive pressure x door height. Florida P.E.#51737 Ili;,
�sas �� \�
/ IO Back Jamb Attachment Detail
8"CMU block walls shall comply with ASTM C90. TXPE 56308,P-2203 i;///III
NA �\\
Use minimum 2000 psi grout or concrete when filling CMU, //I! 110 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. r2"MIN -- 12"MIN IP11 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. ON SHEADTHING
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1
Washer:
Washer: 1-1/8"minimum outside diameter,mast 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 at a given DESIGN PRESS RE PSF �"x3-I!2"LAG SCREWS keepeacltarck
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 22'4119'-8 17'-2 15'-3 13'-9 12'-6 11-5 10'-4 9'-5 8'-8 V-11 7'-4 6'-9 6'-3 51-11
20 24 n/a 34'-0 28'4124'-1 20'-7 18'-0 16'-0 14'-5 13'-1 12'-0 10'-10 9'-11 9'-2 8'-4 7'-8 7'-1 6'-7 6'-2 0
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 22'4120'4 17-1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 7'-11 7'-4 6'-10 O
e..
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 74
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 94 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'-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'-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
0
12. .-IS- n/a n/a n/a, n/a_ n/a 30'-126'-9 24%1 21_-1 20'-0- 18'-2 16_-7 15-'-3- 13,-1 12-1 11-1011-0 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'-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'-1 16'-6 15'-3 14'-3 13'-4 0.1 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 15-1 14'-9 3'-9
/ / / 1Anchors 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 24'4122'-1120'-1119'-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'-112
22'-0 20'-4 18'-1117`-9 e 2x6 structural grade lumber. 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 32'-0 29'-6 26'4124'-9 22'-1121'-4 20'-0 May be counterbored up to 3/8"deep at _
--
-4-1-6-n/a--In/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'-0-3.0'__7-28'-6-26-'-8-1-- each anchor location to provide a —_
SPF I 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 8"psfOpsf flush mounting surface.
P P p P P P P P P p P P P P p P 5 ANG--DOOR=WIDTH=(feet=and=inches.=at-a=given-DESIGN-PRESSURE-(PSF1------- --__ - ---- -- _-- -
482# 620# ` /
First anchor to start at no more than
LOAD PERFASTENER— \\ // half the fastener spacing distance and —
\ - e1--::
'0'
-�
—-----——pountla)— — \ ����c —��— — —no css- tan_ emmrmtun. ga ranee.———
• lfi�8 °•
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) 51737
When applying back jambs over dry wall or other non structural wall covering, * e 000 SCALE none
use longer lags screws to insure 1-1/2"minimum embedment required. Ir
Lesser spacing may be used to avoid interference with door hardware and or fastening system. •p:� STATE OF fy ❑ ❑ ❑ DATE
2-18-2015
Maximum spacing shown in chart. John E.Scates,P.E. %� �°
177_7
These charts do not address spring pad connections to the building. 3121 Fairgate Drive �-j®��►°•;e�0i2�®�'' Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. Carrollton,Texas 75007 / s&10NAA��i�`\\ Lag Screw
/��,I I I�,,
Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 // �\\
engineer for wind loads in addition to outer loads. TXPE 56308,F-2203 C.H,I. Drawing: BJA-102 Rev.-05
Professional Engineer's seal provided only for vertttcatton of wrncltoaa consttvctton aetails g