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FL# FILE P, 'L` 5012-112
Application Type Revision
3
Code Version 2014 1
a
Application Status Approved S
*Appmved.by DBPR.Approvals by DBPR shall a reviewed and raged by the
POC and/or the Commission if necessary.
Comments
Archived
i
i
Product Manufacturer C.H.L Overhead Doors
Address/Phone/Email 1485 Sunrise Drive
Arthur,IL 61911
(217)543-2135 Ext 4273
jcatnpbeil@chiohd.com
Authorized Signature Jim Campbell
jcampbeii@chiohd.com
s
I
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email y
I
Category Exterior Doors d
Subcategory Sectional Exterior DoorAsserrblies
i
Compliance Method Evaluation Report from a Florida Registered A hitect or a Licensed Florida
Professional Engineer.
Evaluation Report- Hardcopy Received 1
i
i
Florida Engineer or.Architect Name who developed the John E.Scates 1
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.
Validation Checklist-Hardcopy Received i
i
Certificate of Independence FL15012 R2 COI Cert of Ind Scates s.odf
_ i
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 i 2009
ASTM E330 i 2002
DASMA 108i 2002
DASMA 108 { 2005
DASMA 115 2005
i
Equivalence of Product Standards
Certified By
i
Sections from the Code
1
d
httpsJ/floridabLilding.org/pr/prapp dtl.aspx.?pararr>=v�GEVXQwtDquS73Fr2ZyPgc%2bhldlGcB6L5orvMJEkwLWgHhR%2bfi 0/63d%3d 1/6
I
1/1612016 Florida Building Code Online
Limits of Use Installation Instructions 11
Approved for use in HVHZ:No FLi 2R2 11 Jamb-Attach Dra in s s. df i
Approved for use outside HVHZ:Yes
F1_15012 R2 u 1' i In ri:cti n n f
Impact Resistant:No Verified.By:John E.Scates,P.E.1:111-51737
Design Pressure:N/A Created by Independent Third Pa.y: No
other:Sectional doors provided for windload applications.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eval Rept s.pdf
accepted test methods per 5th edition(2014)Florida Building FL15012.R2 AE FZ4-16-01315s. df
Code Section 1715.Seedrawing FZ4-16-01315 for pressures and Created by Independent Third Party:Yes
widths+25.1(psf)/-27.9(psf)at 14'-02"through
+10.5(psf)/-11.7(psf)at 24'-00"
15012.1715251 rfl; 2240, 2241,2250,2251,4240, Up to 16'-00"wide by 20'high ste 1,sectional door with or without
4241,4250,4251, 5240,5241,5250, polystyrene insulation.1
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS012 I Jamb Attach.Dra vings s.pdf 1
Approved for use outside HVHZ:Yes FL15012 R2 11 5urmlernent I Ins ru tion Pan f i
Impact Resistant:Yes Verified By:John E.Scates,P.E. L 51737
Design Pressure:+22.2/-24.7 Created by Independent Third Pa y: No
Other:Sectional doors provided for potential"code-plus" Evaluation Reports
I applications.Large Missile impact(9 pound missile)and cycling ( FL15012.R2 AE Eval.Rept s.odf i
J tests conducted in accordance with ANSVDASMA 115,ASTM FLIS012 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 are accepted test
methods per Sth edition(2014)FBC Sections 1609 and 1715.See I !
drawing FZ4i-16-01515 for pressures+22.2(psf)/-24.7(psf)at
widths up to 16'-00"
15012.18 I rg; 2240,2241,2250,2251,4240, OB'-00"wide through 16'-10"wide 600'high steel sectional door 1
4241,4250,4251,5240,5241,5250, with or without polystyrene insula ion.
5251 1
ti
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLI 5012 R2 II Jamb Attach Dm yin s s.odf
iApproved 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 'y:No
Other:Sectional doors provided for windload applications.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which.are FL15012 R2 AE Eval Reot s.odf 'i
accepted test methods per 5th edition(2014) Florida Building FL15OIZ R2 AE FZ5-16- 1315s, f
Code Section 1715.See drawing FZ5-16-01315 for pressures andCreated by Independent Third Pa y:Yes
widths+52.4(psf)/-58.3(psf)at 08'-00"through
/-26:3(psf)at 16'-10"
i
15012.19 rh; 2240, 2241,2250, 2251,4240, 12'-00"wide through 24'-00"wide 6y 20'high steel sectional door '
II 4241,4250,4251,5240,5241,5250, with or without polystyrene insula ion.
15251 j
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 II Jamb Attach Dr2v�inas s.rdr '
Approved for use outside HVHZ:Yes FL15012 R2 II.Suoplemental In t' tions Pan s
Impact Resistant:No Verified By:John E.,Scates,P.E. FL-51737 1
Design Pressure:N/A Created by Independent Third P y:No
Other.Sectional doors provided for windload applications.Tested Evaluation Reports
in accordance with ASTM.E330 and ANSI/DASMA 108,.which are FLIS012 R2 AE Eval Rent s.pdf i
accepted test methods per 5th edition(2014)Florida Building FL15012 R2 AE F76-16-01 1 df
Code Section 1715.See drawing FZ6-16-01315 for pressures and Created by Independent Third Pa ity;Yes
widths+40.1(psf)/-44.7(psf)at 12'-00"through '
+13.4(psf)/-14.9(psf)at 24'-00
15012.20 rhl;2240,2241,2250,2251,.4240, Up to 16'-00"wide by 20'high StE el sectional door with or without
4241,4250,4251,5240,5241,5250, polystyrene insulation.
� 5251 r
Limits of Use Installation Instructions
Approved for use in HVHZ:No I FLIS012 R2 II Jamb A ach inrid
Approved for use outside HVHZ:Yes FL15012 R2 II Suoolerrental in.tructions Pan s.pdf
Impact Resistant:Yes Verified By:John E.Scates,P.E. EL--51737
Design Pressure:+30.6/-34.1 Created by Independent Thins Pz rty: No
Other:Sectional doors provided for potential"code-plus" Evaluation Reports
applications.Large Missile impact(9 pound missile)and cycling FL15012 R2 AE Eval Re Y s.pdf
tests conducted in accordance with ANSI/DASMA 115,ASTM FL15012 AE FZ6i-16-01515 df
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 i
drawing FZ6i-16-01515 for pressures+30.6(psf)/-34.1(psf)at
widths up to 16'-00" -
Go to Page Page 1/20 0
D I
Contact Us::1940 North Monroe Street.Tallahassee FL 37,399
Phon 0-45
hUpl/foridabuilding.org/pr/prappdd.asp)Opararr:=wGEVXQvADquS73Fr2ZyPgc%2bhid1GcB6L5orvMJEkNLW9Hh22bf !
%3d%3d 516
4 3 2' T
16-0"(see notes for other widths) Window Options:
Optional Standard Liles 3B intermediate 1/8" DSB
4D 2 (tinge 1C 1/4" Tempered Glass
Z (see window options)
2 I/4" Polycarbonate
7/1611 Insulated Glass
D top fixture flag 7/16" Tempered Insulated Glass D
bracket Max daylight opening 39x3/8 x 12-1/2"
4D
end stile °
_ 7, 1$
2 071,
track aa
3B _ bracket Door Height �,
22 6'-6"to T-0" 4 7 3
end Binge
C C
4A o 0 8'-3"to 8'-9" 5 9 4
7
9'4"to 10'-6" G 11 5
bottom fixture
10'-9"to 12'-3" 7 13' 6
3A 2A 12'-6"to 14'-0" 8 15 7
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 specked wind loads, 17-9"to 19'-3" 11 21 10
If door is not electrically operated,a lock must be installed. 19'4"to 20'-0" 12 23 11
Maximum door height: 20'-0" Maximum section height: 21"
$ 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. grade 2 or better southern pine jambs. \Vhen assn softer wood species like spruce-pine-fir(SPF)use
Width Desi n Pressure
Wind S need Windows Center Stiles r 1 the quantity of track brackets specified in the chart
24'-00" 13.4( s / 14.9(psf) 122(mph) YES 9 1111,11'! plus three frock brackets per side.
22'-00" 15,9( sE)/-17.7(psf) 133(mph) YES 9 N��1\"� $�,/////�/ Supplemental Instructions contain details
A-(psf) m h
__- ---�_,�� •,ptiNd•s or-doors-up to 40 O�highrbiresrarerequiredin r_...
20'-0G' 18.3�C's /=20.4 s0- `143 m h)-`—YES'--"_ ._. _9_.__ ._.. ____-_. __._.- _ ___. `� >I B s, addition to this drawing I'or installaiion. Ah'v5ys
20'-00" 19,3( s /-21,4(psf) 146(mph) YES 9 �p 0737 �+� use supplemental instructions in addition to this
19'-06" 20.3 s 22.6 s0 150(moll) YES 9 John E.Scales,P.E. _ ,i drawing during door installation.
19'-ff 21.3 s /-23.8(s 154'(m h) YES 9 3121 Fairgate Drive x_ [�
18'-06" 22.5(psf)/-25.1( s 158(mph) YES 9 Carrollton Texas 75007 % o t, STATE OF !yr� M ��1� nts
18'-00" 23.8(psf)/ 26.5( s 162(mph) YES 7 Florida P.E,# 51.737 %��i��S20 15
S,L0RID -d�`A [:7 Models:2240, 250,22051,4240 4241,
17'-06" 25.2(psf)/-28.0( s 166(mph) YES 7
17'-00" 26;7 s /-29.7(psf) 171(mph) YES 7 /�/ /�11NA 11�\��\ 4250,4251,5240,5241,5250,5251 A
A 16'-00" 30.1 s 33.5( st 181 m Ir YES 7
15'-00" 32.1 s ! 35.7(psf) 187(ruh) YES 7 40.1(psf)/-44.7(psf)at I Z-00"through
14'-00" 34.4 s /-38.3 s h 193 m YES 5 (� �j D Digitally signed by John E.Scates,P.E.J 13.4(psf)/-14.9(p'sf)at 24'-00"
13'-00" 37.0(psf)/-41.2(psf) 199(m h) YES 5 FIS 1 5O ll2R2 LDate;2015.04.1414:40:12-05'00'
12'-00" 40.1 s 44.7 s 207(moh) YES 5 C.H.1.Drawing: FZ6-1 G-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. l
Strut(if applicable)not..shown for clarity. Details on some views-mayhave 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 jambsto structure. (A86)galvanized steel D
flag bracket fastened to
' o 0 o.am
2' x7/16"(nominal)stop molding to be seettred'with wood jamb three
push nut minimum 8d nail or 2-V2".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 1"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, aa�
fixture, Each fixture attached
C with two 1/4"x 3/4"screws.
( Flag
C.034)'center stile 2"(min)x:04.85 Fla(min g bracket attached to
push.nut. galvanized-steel track vertical track with two 1/4"
x 5/8"track Ibolts and nuts.
(.034)end stile V End.Hinge V Intermediate Hinge Or two-1/4"x 11/32"rivets.
galvanized.steel fastened (.058).galvanized steel (:102)galvanized steel track
to section with• 4 fastened to section with bracket fastened to wood jamb
o
six 1/4"x.3/4"screws, four 1/4"x3/4"screws. with one 5/16"'x 1=5%8"7wood
lag screw per bracket. o
Optional low.head room top bracket Push nut '
2"(max,for(:069);thick) 2 3/4"
4"(max,for.:109 tfiick) Each track.bracket attached with
]i one 1/4"x'5/8"track bolt and nut. B
Or two 1/4"x 11/32"rivets.
nommal02"`(min:) 3=1/2"(min.)'stem
10(min.)ball roller
with nyli n.or steel(read. r , John E.Scates,RE
push nut 3"
3121 Fairgate Drive
o Florida P'R#5037
� ►!/��4
1/2." CENIt� scue
p o O i (� ❑O nts
(.102),galvanized steel
.05150 kst galvanized steel _ U W U e®®
boitom bracket Each g No,.s1737: ,'1 o 04-09-2015
3"strut attached with two 1/4"x 3/4 tr ;*= 2250,2251,4240,4241,
bracket attached with four * Models:2240 2241',..
screws per stile or hinge plate. ` 4250 4251,5240 5241;5.250;,5251
red 1/4"x 3/4"�screws. (.109)galvanized steel bottom , o BTAreOF �.,
A bracket Each bracket attached /j A 1OR10,• d�\ 40.1.(pst)/ 44 7(ps0 at 12 00"through A
push nut: with four red 1/4"x 3/4"screws, �j //FS - �\ s at 24'-00"
2f1 U(�0 /� S/ONA1.'�\� 13.4.(ps0./•14:9(P t)
Vinyl. Aluminum extrusion Optional low head room bottom bracket F L� 5 O 1��� ( ell 1111.10`` 1:
weatherstrip C.H.I.Drawing:.FZ6-16-01315
Professional Engineer's seal provided only for verification of windload,construcdon details page 2_of_2
4 .3 AIL 2. T
Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong-Tie. keep each arca ckjam
ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5 long with washer that conforms to ANSI B 18.22.1 type B. any buck jamb
P 6 YP 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; / / 3„
Simpson Then HD,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. I
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. -� header
This chnrt 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-Tle DOOR WIDTH(feet and inches)ata given DESIGN PRESSURE(PSF)
1/4' 1/4" 3/8" 3/8 3/8" 3/8" 14psf 17psf 20psf 24 sf 28 sf 32psf 36psf 40 sf 44psf 48 sf 53 sf 58 sf 63 sf 690sf 75 sf 81 sf 87psf 93 sf
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 V-0 S'-6 S'-0 4'-7 4'-3 V-11 n/a n/a
24 22 24 24 24 24 24'-3 20'-0 17'-0 14'-1 12'-1 10'-7 9'-S S'-6 7'-8 T-0 V-4 5'-10 V-4 4'-Il 4'-6 4'-2 n/a n/a o
24 20 24 24 24 16 26'-6 21'-9 18'-6 15'-5 13'-3 11'-7 10'-3 9'-3 8'-S T-S V-0 6'.4 S'-10 5'-4 4'-11 4'-6 4'-3 3'-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-11 6'-5 V-10 5'-4 4'-11 4'-7 4'-4
24 17 24 20 24 16 31'-9 26'-2 22'-3 18'-6 1S'-1013'-10 12'-4 11'-1 10'-1 9'-3 8'-4 7'-8 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'-10 10'-0 9'-0 8'-3 7'-7 V-11 6'-4 5'-11 5'-6 V-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 30'-7 9'-7 8'-9 8'-0 7'.4 V-9 V-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 II'-5 30'-4 9'-5 8'-8 T-11 7'-3 V-9 6'-3. S'-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 V-11 9'-1 8'-4 V-8 V-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 T-2 V-8 the header and the floor.
16 10 24 12 16 S. n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 IS'-0 13'-7 12'-4 11'-5 30'-5 9'-7 8'-30 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 1S'-30 14'-4 13'-1 12'-1 '11'-0 10'-1 9'-4 8'-9 8'-2
14 8 24 30. 8 8 n/a n/a n/a 35'-9 30'-8' 26'-10 23'-10 21'-S 19'-6 1T-10 16'-2 14'-9 13'-7 12'-5 IV-S 10'-7 9'-10 V-2 0
12 7 20 9 8 8 n/a n/a n/a n/a- n/a 30'-11 Z7'-5 24'-8 22'-S 20'-7 18'-8 17'-0 15'-8 14'-4 13'2 12'-2 11'-4 30'-7 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 I1'-S 10'-11 May be counterhmcd 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 1 14'-2 1 13'-2 12'-4 1 at each anchor location to provide a
9 n/a 16 6 8 n/a n/a I n/a n/a n/a n/a n/a n/a 1 32'-0 29'-1 26'-S 24'-1 Z2'-0 20'-3 18'-6 1T-0 15'-9 1 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 ° o
2500si concrete Filled CMU 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf S8psf 63psf 69psf 7Spsf 81psf 87psf 93psf
p Firs[anchor to start at no more than
Then wedge-DOOR WIDTH feet and inches ata iven DESIGN PRESSURE PSF half the fastener spacing distance and
ITW Tapcon ITW LDT Ho All ( ) g ( ) no less than the minimum edge distance.
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
7/8" 1-1/2" 1" 1-1/8"1-1/8"WASHER DIAMETER
®` r0� Supporting structural elements shall designed by a registered
3" 4" 4" EDGE DISTANCE ®�0® Cv°�o /®®® professional engineer for wind loads in addition to other loads.
508# 31901 859# 371# 480# 340# FASTENER LOAD CAPACITY �� ��_ �P��n✓// This drawing does not address the jamb/wall design but only door
mtacrimet }WTI ytTJtl_.
0 ,purposes. The building designer is responsible for ensuring that the
® v jamb/wall is sufficient to curry the door live and static loads. This
® N®.51737
r 1 drawing does not address the spring pad cormections. 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' r L
Maximum spacing shown in chart. �
STATE OF n nn QOQ SCALE none
John E.Scales,P.E. o i��� I�InJ IL1nLll EDO=
Lesser spacing may be used to avoid interference with door hardware j•� °° • DATE
3121 Fairgate Drive ® Q' qo ❑ ❑ ❑ 0[:]M
and or fastening system,but not less than 6". / °° RL •• ®.0` 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 ®S�t����� •� P(i� \�
/ /®NAV 0® Back Jamb Attachment Detail
$"CMU block walls shall comply with ASTM G90. TXPE 56308,F-2203 // fie.
Use minimum 2000 psi grout or concrete when filling CMU. � f 0�,� Concrete Anchors
CMU fastener spacing distance may vary+/-I".
.Professional Engineer's seal provided only for verification of windload construction details. C.H.I. Drawing: BJA-101
I
Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. MINt/2"MIN —1/2"MIN
Spruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds. tM NT �— M MIN --�—=
ATTACHMENT OF A'CCACHMENT OF
Use SP values only if both structure and jamb are southern pine. 2x6 WOOD JAMB 2x6 WOOD JAMB
Use SPF values when spruce piste fir is present in structure or jamb material. „ ON SHEATHING
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1 SHEATHING
Washer: 1-1/8"minimum outside diameter,mast conform to ANSI-13 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.
t %"x 3"LAG SCREWS %"SHEATHING
I
FASTENERSPACING DOOR WIDTH (feet and inches at a given DESIGN PRESSURE P.SF "x3-1/2"L AGSCREWS keep each arca
clear of any back
SPF SP 14psf 17psf 20psf 24psf I 28psf I 32psf 36psf I 40psf 44psf 48psf 53psf 58psf I 63psf 69psf I 75psf 81psf I 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'.r2 15'-3 13'-9 12'-6 11-5 10'-4 9'-5 8'-8 V-11 7'-4 V-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 10'4 9'-11 9'-2 8'-4 7'-8 7'-1 6'-7 6'-2 o s.,
18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-2- 15'-6. 14'4 12'-1111'-8 10'-8 9'-10 8'-11 8'-3 7'-7 7'-1 6'-8 header A711r/
18 23 n/a n/a 32'-1 26'-9 22'-1120'-0 V-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 �- �_
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'-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 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
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 V-1 16'-6 15'-3 14'-3 13'-4 0.1 least as high as door opening. °
9 11 n/a n/a n/a n/a n/a n/a n/a 32'-1 29'-2 26'-9 24'-3, 22'-1 20'-4 18'-7 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 24'4122'4120'-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
c
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'-11221-0 20'-4.18'4117'-9
2x6 structural grade lumber.
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'-1 21'-4 20'-0 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 �26'-8 each anchor location to provide a
SPF I SP 114psf117psf120psf I 24p I 28psf I 32psf I 36psf I 40psf 44psf I 48psf I 53psf 58psf I 63psf I 69psf I 75psf 81psf 87psf 193psf I flush mounting surface.
FASTENE
SPACINGR DOOR WIDTH feet and inches at a given DESIGN PRESSURE IPSFI
482#1620# �1111lI
\®`, I/ Firsr anchor to start at no more than
FLOAD FrSTENER ��0 �� 'S�/ half[he fastener spacing distance and
_._._... ._.__. _� ..._ _ _ -- _._.�._.,_ .. tan.t c.mmtmum edge distance. -.,. . . ...:.:
(Pound°) `\� _%dF ►�� ��
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) ; No.5173'
When applying back jambs over dry wall or other non structural wall coveting, SCALE none
use longer lags screws to insure 1-1/2"minimum embedment required.
Lesser spacing may be used to avoid interference with door hardware and or fastening system. ;re STATE OF .00� �❑ ❑ ❑ =0= ➢ATE 2-18-2015
Maximum spacing shown in chart. John E.Scates,P.E. • P • %�
These charts do not address spring pad connections to the building. 3121 Fa'vgate Drive �XXok` �•;et0R%Q••�C IN Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. Carrollton;Texas 75007 sa��
Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 //�ss®��� Lag Screw
engineer for wind loads in addition to other loads. TXPE 56308,F-2203
Professional Engineer's seat provided only ntrcauon ofl tvIrnI dIlo,
an construction detailsC.H.I. Drawing: BJA-102 Rev.-OS
Anchor:ITW Tupcon 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 B 18 22.1 t B. any back jamb
P g YID attachment fasteners
ITW R.mtsct/Redhead Large Diameter Tapcon,3/8"Ainmeter,minimum 4"long withwasher that conforms to ANSI B18.22.1 type B.
Simpson Then HD,3/8"diameter,minimum 4"long with washer that conforms to.ANSI B 18 22.1 type B.
Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI 1318.22.1 type B. 8" O )
When applying back jmnbs 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 charK for minimum washer diameter. Washer diameters in chart are based on use of Spruce Pine Fir. Washers maybe 10%smaller when Southem 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 CML)
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. 28 sf I 32 sf 36 sf 40 sf 44psf 48psf 53psf 58 sf 63psf 69 sf 75 sf 81psf 87 sf 23Psf
24 24 24 24 24 24 22'-9 18'=9 15'41 13'-3 11'-4 1 V-11 8'-10 T-11 7'=3 6'-7 6'•0 V-6 V-0 44 4'-3 V-11 n/a n/a
24 22 24 24 24 24 1 24'73 20'-0 17'-0 14'-1 12'-1 10'-7 V-5. 8'-6 7'-8 T-0 V-4 T-10 V-4 4'-11 4'-6 4'-2 n/a n/a o
24 20 24 24 24 16 1 26'-6 21'-9 18'-6 15'-5 13'-3 11'-7 10'-3 9'-3 8'-5 T-8 V-0 V-4 5'-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 10'-1 9'-2 8'-5 T-7 6'-11 6'-5 V-10 V-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• V-5 B'-11 5'-5 5'-1 4'-9
24 15 24 18 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 1S'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 T-7 V-11 6'-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 24'-2' 12'-8 11'-6 10'-7 9'-7 V-9 8'-0 T-4 V-9 V-3 V-10 V-5 Highest anchor installed
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 30'-4 9'-5 V-8 T-11 V-3 6'-9 V-3 5'-10 leas[as h be ev door opening. a
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 V-11 9'-1 8'-4 T-8 7'-1 V-7 V-2 Anchors to be evenly spaced between
19f617
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 V-8 7'-2 V-8 the header and the floor.
1612 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-5 9'-7 .8'-10 8'-3 T-8
1611 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 V-9 8'-2
1410 8 8 n/a n/a n/a 35'-9 30'=8' 26'-10 23'-10 21'-5 19'-6 1T-30 16'-2 14'-9 13'-7 12'-5 11'-5 10'-7 9'-10 9'-2 0
129 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 2x6 structural grade lumber.
11 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'-11 May be countcrbbred up to 3/8"deep
10 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 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 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'-lin/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 32'-4 29'-7 27'-3 24'-10 22'-10 21'-2- 19'-8 18'-5 ° o
2500.ps1 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
seen wedge-DOOR WIDTH feet and inches ata iven DESIGN PRESSURE PSF half the fen the minimum
edge dist d
ITW Tapcon ITV!! LDT HE) All ( ) g ( ) no less lhitir the minimum edge distance
1J4" 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" 7/8" 1-1/2" 1" 1-1/8 1-1/8"WASHER DIAMETER ,�"'I It♦I
2-1/2.2-1/2'' 3" 3" 4" 4" EDGE DISTANCE ®�®� JI�/� Supporting structural elements shall be.designed by a registered
50811 319H 8596 3714 4809 340# FASTENER LOAD CAPACITY ��� ®�/ professronnl engineer for wind loads in addition to ocher toads
..� a /� This drawing does not address the lamb/wall design,but only door
�g\�+��8 —ntta_4fnrettt-JatnMts all gonstrttctmmsshowrron
purposes. The budding designer isres punsiblc for cnstumg Ilr6t dtc
5173P s jamb/wall is sufficient to carry the door live and static loads. This
e N®- i .mss drawing does not address the spring pad connections. Registered
Digitally signed by John E.Scates,P.E. -- ` * ® professional engineer may approved an alternative design.
Manufacturer's installation instructions must be followed. Date:201.5.02.24-16:32:57 06'00' >k oi`Q SCALE
Maximum spacing shown in chart. John E.Scales,P.E.
®.® � STATE OF jAl a &WOU0
(M 0��0 none
•
Lesser spacing may be used to avoid interference with door hardware BATE
O
3121 Fnirgnte Drive �, p, , ���
and or fastening system,but not less than 6". / ,� Re®MO.., '�� i 2-18-2015
Carrollton,Texas 75007 / •. _ �®
Load per jamb=0.5 x door width x max positive pressure x door height. Florida PE,#51737 /® � Back Jamb Attachment Detail
r10NAL
®�
8"CMU block walls shall comply with ASTM G90. TXPE 56308,F-2203 �//B// �
Use minimum 2000 psi grout or concrete when filling CMU. I I I I f Concrete Anchors.
CMU fastener spacing distance may vary t/-1
Professional Engineer's seal provided only for verification of windload construction details. rCH.I.Drawing: BJA-10 11 ReV.-07
Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. 1n,.MIN — —1/P'MIN IPT'MLN 1/2"M1N'
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 ATTACHMENTOF
Use SPF values when spruce pine fit is present in structure or jamb material 2z6 WOOD JAMB
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1
/i'SHEATHING ON SHEATHING
Washer:1-1/8"minimum outside diameter,must conform to ANSI 1318,22.1 type A.
Pre-drill 1/4"diameter pilot holes'for lag screw insertion. 1-1/2"minimum lag screw edge distance required.
gyp/ (,9 s YR"x 3"LAG.SCREWS %"SHEATHING
FASTENER DOORtlPiIDTH (feet and in hes) at a given DESIGN PRESSURE PSI= %"x 3-1/2"LAG SCREWS keroeach any back SPACING
clear of any back
SPF 5P 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf I 81psf 87psf 93psf jamb attachment
24 24 34'-5 28'-4 24'-1 20'-0 17'-2 15'-0. 13'-4 12'-0 10'-1 10'-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'-5 13'-1 12'-0 10'-1 9'-11 9'-2 8'-4 7'-8 7'-1 6'-7 6'-2 8
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 j
18 23 n/a n/a 32'-1 26'-9 22'-1120'-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 _E s
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 S'-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'-1 11'-1010'-1 10'-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'-1112'-10 11'-1 il'-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 xighest 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 least as high as door opening. o
9 it '
'
'
'
'
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
1 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 36'-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
a
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.
M,ty 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 26'-81 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 sf FASTENERflush 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 (PST °
482#1620# \e 1191IIBOI
LOAD PER !, First anchor to star[at no more than
FJtS7ENER_ ®® S. SCA //� half the fastener spacing distance and
s- KN--a d®.__ no-css t an.t a minimum cage [stance.
cr
0
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) s No.51737
When applying back jambs over dry wall or other non structural wall covering, * ,k O00 o SCALE
use longer lags screws to insure 1-1/2"minimum embedment required. m , o. none
' Lesser spacing may be used to avoid interference with door hardware and or fastening system, i°A: STATE OF ;QJ RE❑ ❑�00 DATE% 2-1$-2015
Maximum spacing shown in chart. John E.Scates,,P,E, ®✓ % �'� 0
These charts do not address spring pad connections to the building. 3121 Falrgate Drive ®o®��;°•�e0R1® ® \® Back Jamb Attachment Detail
Alternative design may be approved by a registered professional engineer. Carrollton,Texas 75007 \�.
A®Np1� \\ Lag Screw
Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 0
engineer for wind loads in addition to other.loads; TXPE 56308,F-2203 «I I ` C.H.I.Drawing: BJA-102--F-
engineer
Engineer's seal provided onlyfor vertttcatton orwtndtoan construction details g