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HomeMy WebLinkAboutProduct Approval . i
2/212016 Florfda;Building'Code Online
RECElVrD SEF 22 2017 • .'
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Busines�
Professab al j ° USER:p btsr-oval F��
\ I75eR Pabllc,user
Regulation
! � Product AoorovalMe u>'P�'aducf or A"ooi'ra tion Search>Aooilcation.list>.AppliCation Denali
,.
'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 Comnvssion'if necessary._
Comments
Archived
Product Manufacturer- G.H.I.Overhead Doors
Address/Phone/Email 1485 Sundse Drive,
Arthur,IL 61911
(217)543-2135 Ext 4,273
jcampbeli@chiohd.com
Auihorized.Signature Jim Campbell
jeampbell@chi6hd.com
Technlcal Representative
Address/P.hone/Erraail-
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors.
Subcategory Sectional Exterior.Door Assemtilles'
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engine'
Evaluation Report Hardcopy Received
I
Florida Engineer or Architect Name who developed the. John E.Scates.
Evaluation Report
Fiorida License' PE-51737
Quality Assurance Entity Architectural Testing'Inc.
Quality Assuranc_a Contract Expiration Date 12/31/2018
Validated By Gordon Thomas,P.E.
validation Checklist-Hardcopy Received
i
Certificate of Independence F' '0"2 R2 COT ``eof Ind Seates s odf
Referenced Standard and Year(of Standard) 'Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330. 2002 I
DASMA 108 2002
DASMA 108 2005
DASMA 115, 2005
Equivalence of Product,Standards
Certified.By
I
Sections from the code'
httpsY/floridabuiic,ing:org/prJpr�appcW.aspx?paiarr>=yQEVXQwtDquS73Fr2Z.iPgcelo2bh1d1,GcB6L5orvMJEkALW9HhR%2bW$g%3d%o3d 1/6" j
i
2/2/2016 Florida Building Code Online
Limits of Use Installation.Instructions
Approved for use in HVHZ:No FL1501 2 R2 IT Jamb Attach Drawings s odf
Approved for use outside HVHZ:Yes FL15012 R2 11 Supplemental_Instructions Pan s.pdf
Impact Resistant:No Verified By:John E.Scates,P.E.FL:51737
Design Pressure:N/A Cmated by Independent Third Party: 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 FL15012R2 AE FZ4-16-01315s odf
Code Section 3715.See drawing FZ4-16=01315 for pressures and Created by Independent Third Party:Yes
widths+25.1(psf)/-27.9(ps1f)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 without
4241,4250,4251, 5240,5241,5250, polystyrene insulation.
5251
'Lim-its of Use Installation Instructions
Approved for use in HVHZ:No FL15012 2 R2 If Jamb Attach Drawings s pdf
Approved for use outside HVHZ:Yes FLIS012 R2 II Supplemental Instructions Pans odf
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.pdf
tests conducted in accordance with ANSI/DASMA 115,ASTM FL15012 R2 AE FZ4i-16-01515s.Ddf
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_ FZ41-16-01515 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 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 IT Jam Attach Drawings s odf
Approved for use outside HVHZ:Yes FLIS012 R2 II Supplemental Instructions Pans 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.Tested Evaluation Reports
in accordance with ASTM E330 and ANSI/DASMA 108,which are FL15012 R2 AE Eval Rept saidf
accepted test methods per 5th edition'(2014)Florida Building' FLIS012 R2 AE FZS-16-01315s.odf
Code Section 1715.See drawling FZ5716-01315 for pressures and Created by Independent Third Party:.Yes
widths+52.4(psf)/-58.3(psf)at 08'-00"through'
+23.7(Psf)/-26.3(psf)at 16-10"
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 insulation.
5251
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R2 II lamb Attach Drawings s.Ddf
Approved for use outside HVHZ:Yes FL15012 R2 IT Supplemental Instructions Pan s.pdf
Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737
Design Pressures N/A Created by Independent Third Party: No
Other.Sectional doors provided for windload applications.Tested Evaluation Reports
in accordance with ASTM E330 and ANSVDASMA 108,which are FLIS012 R2 AE Eval Rent s-od
accepted test methods per 5th edition(2014)Florida Building F15012 R2 AE FZ6-16-01315s.odf
Code.Section.1715.See drawing FZ6-16-01315 for pressures and Created by Independent Third Party,:Yes
widths+40.1(psf)/-44.7(psf)at 12'-00"through
+13. )/-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 without
4241,4250,4251, 5240,5241, 5250, polystyrene insulation.
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.odf
Impact Resistant:Yes Verified By:John E.Scates, P.E.FL-51737
Design Pressure:+30.6/-34.1 Created by Independent Third Party:.No
Other:Sectional doors provided for potential"code-plus" Evaluation Reports
applications.Large Missile impact(9 pound missile),and cycling FLIS012 R2 AE Eval Rept s.pdf
tests conducted in accordance with ANSI/DASMA 115,ASTM FLIS012 R2 AE FZ61-16-01515s.Ddf
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 FZ61-16-01515 for pressures+30.6(psf)/-34.1(psl7 at
widths up to 16'-00"
Go to Page Page 1/2
Ea[k f7ext
,Contac:Us.::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
httpsJ/floridabuilding:o�g/pr7pr_app
=dtl.aspx?paran>=wGEVXQwtDquS73Fr2ZyPgc%2bhld1GcB6L5onUJEWL.W9HhR%2bfdXSg%3d%o3d 5/6
4 3
Impact Windaw Option(9,pound missile):
max daylight opening,i6-3/4','x 1'0-1/4"
16'-0'(see notes for other widths) ► 1/4" Lexan with Aluminurt Frame
D 2B Intermediate Hinge, D
Optional Lites
4D (see window options) 1C
2 —2, .
Top Fixture
Flag
Bracket
0
2 Door Height
End Stile 1010
1B 6'-6"to T-0" 4 7 4
.2
71'67.to 8'-0" 5 9 5 C
C' 7 -,-- -.— —- _- - -__ _ _ _- --- __ — Track
3B o Bracket 8'-3"to 8'-9" 5 9 5
2
End Hinge
10'-9"oto 12';3" 7 13 7
4'A • o 0 12'-6"to,14'4" 8 15: 8'
2.
Bottom Fixtttre
16-0"to 17'-6" 10 19 10.
2A 2A 1T-9"to 49=3" 11 21 11
2 2 19'-6"to 20'-0: 12 23 12
B Strut Attachment Strut Track bracket quantities shown are for use With ,B
grade'2 ocbetter southem.pine Jambs, Whetusing
!softer wood species like'spmce pine-f;(SPF).use-
the quantity of track brackets specified'in,the chat
This door urs been evaluated in accordance with ASTM E330 02 aiid ANSI/DASMA 108-02,108-05 plus three track brackets per side
and for supporting tract'indbonal elements to be�do ignedordance lASTM by registerredBprofesssi nab a engineer for s9 and pecified wind load pound missile) �� �gl-18C,�T/ Supplementnl InsUuclion9,coniain Jetiyis
Pp 0, 'r for/�, for doors,up to 20.0"high.These are required in
If door is not electrically operated,a loek must be installed, ;
Maximumdoor height: 20'4" Mnximumsec6on height"21' � `. i addition to this drawing for installation, Always`
Na:51737 use supplemental instructionstriadditionJo;d)is
Per ASCE 7=10 Design Pressures(DP)typically meet,or exceed the requirements for the following wind,speeds.
drawing during door installation.
These exposure."B"wind speeds are for Thigh doors on 30'tall buildings. it _—
john E.Scales P.E. '° STATE OF a IDM nts
Width Design Pressure Winds ed Windows Center Stiles, i �•�
16.00" +30.6 s 34.1 s 183(mph) YES 7 3i21 Fairgate Drive �j�OA`�:'Ft0_RtOP 0��� 04.09=2015,
14'-00" +30.6( sf)/-34.1(psf) 182(mph) YES 6 Carr Ilion,Texas 75007 ///�sS�ONA; ��` Models 4250,421,5240,5241,5250;5251
A 13-11' +30.6(psf) -34.1:(pst) 182(mph) YES. 5 Florida"P,E.4151737 A
12-00'+ +30.6(psf)/-34.1(psf) T(mph) YES 5 16'-0:"wide, 183 mph Exposure"B"
Digitally signed byJohn E.Scates,PsE•' See notes for other vUtlis and w)nd eeds'
11=11" +30: { st),/=34.1(psi) 180(mpli) 1HS 4 �j sP
I •os' +3 (psi)/ - 4:1 psY7 17J(mph) YES 4 �� �o u� � Date:2015.04.1414:02:40-05'00'
Center stile quantity Is minimum par section: C.H.I.Drawing: FZ61-16-015.15
Professional Engineer's seal provided only for verification of windload construction details page I_oP 2
4 3 2 1
4 3 2 I
.Strut.(if applicable)not shownfor clarity.
Details on some views.may have been omitted for clarity.
(.097).galvanizedstecl top The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.,
fixture:Each fixture attached,
D wi0r four l/4"x 3/4"`screws• See jamb attachment details for more infotmationaboutattaching jambs to structure. (.086),galvanized,steel
flag.bracket fastened to D:
carrier and carrier support 2"x 7/16"(nominal)stop molding to be',securcd withe
wood jamb with thre . °°°M
mmunum Sd nail or 2-1/2"long screw on 5"spacing. 5/16"x 1-5/8"wood,lag
push nut Stop molding not required when door is more than 1"wider than,opening. screws,
(.034)center stile 1-3/8"polystyrene insulation with vinyl back(both ends).
nominal(.0185)galvanized steel minimum
Flag bracket attached
(;066)end stile; to horizontal track-
with
rackwith two 1/4"x 5/8
(,109)galvanized steal top track bolts and nuts. oma
fixture, Each fixture attached
C with two 1/4"x 3/4"screws.
(,034)center stile 2"(min)X.058(min) Flag bracket attached to C`
vertical track With two 1/4"
push nut galvanized:steel track. x 5/8"track bolts and nuts.
a
Or two,1/4"x 11/32"rivets.
(.034)center stile
End Hinge Intermediate (•102}galvanized steel track
Htn a
Q f; ® T bracket fastened to wood jamb
_galvanized steel fastened /� (.058)galvanized steel with one 5/16"x 1-5/8"wood °.
(.066)end stile
L1 to=section with Q fastened to section with
lag screw per bracket:
Optional low head room top bracket 0 six 1/4"x 3/4"screws. four 1/4"x 3/4"screws:
°`
0 8
push nut ?
Each track bracket attached with
B, 2"'(max.for,069'thick) 2-3/W" one 1/4'x 5/8"track bolt and nut. B
4"(max.for.109 thick)
2-3/4„ 'Ok two 1/4"x 11/32"rivets.
(}•��
noininal 0 2"(mill.)`�� 3-1/2"(min.)stem John E.Scales,P.E,
10(min.)ball roller ���+++--- 3121 Fairgate with nylon or steel tread. push nut —�-�• 3" I Tete Drive
I_L Carrollton,Texas 75007
�o® 1-7/8" `X\p111tlfil////�� Florida P.E.#51737
8%
® v(cetaa@•F`S ii M X170 e
000 (.102)galvanized steel bottom L1) 1/2' I �olJtJo�o��� �rz fits
bracket Each bracket attached t No.51737 •• _ 114-09-2015
with four red 1/4"x 3/4" (.051)SO ksi•galvanized steel = 1 t i Models:2240,2241,2250,2251,4240,4241,
3"shut attached with two 1/4"x 3/4"
A screws, o STATE OF ,tt�` 4250,4251,5.240,.5241,,5250;,5251
screws per stile or hinge plate. �'Ao�, `a`o� A
(.109)galvanized steel bottom �i a`•Fi Onto?:•p�`�� `16'-0" wide, 183 mph Exposure"B"
Vinyl push nut with fourcket Eed 1 J4 x 3J4ach bracket "screws. /j� ONi `ched
���� See-notes for-other-widths and wind speeds
weatherstrip C.H.I.Drawing: FW-16=01515.
Aluminum extrusion Optional low head room bottom bracket professional Engineer's seal,provided only for verification of windload construction details page 2_of 2
4 3 All, 2 1
Anchor ITW Tapcon or'Tupcon LDT or Simpson Strong-Tie: dceep each area clear of
ITW Raniset/Redhead Tupcon,1/4"diameter,minimum 3.5"long with washer tltatconfarms to ANSI B19.22.1 type$, tiny back jamb
atta'clnnentf tsteneis
IT.bYRtunsct/Redhead Large Diameter Tapcon,3/8'diameter,minimum 4"'long;with wa'sfier that conforms o ANSI,B113.221 typeB. ,
Simpson Titen HD,3/8!'diameter,minimum 4"long-with.washer that conforms.to ANSI B18.22.1,type.B. '3"
Simpson Wedge-All,.348"diameter,minimum 4"long with wasbcr that conforms to ANSI B1822.1;typeB. g• v
'Wbenapplying back'jambs•over dry wall orother non stivctural wall covering;nselongerfastdnei`io itisure ininimuinembedtb6fitrequired 1 header
This chart applies ttimood spedies with specific gravity greater than or equal to 0.42 includingsprucepine fir(SPF)and southern pine'(SP).
Sep chart for minimum was diameter. Washer diameters in chart are basedlon nse'of Spruce•Pine Fir. Washers maybe l0%dsmaller when Soudidat Pine is used.,
See chartfor,minimum edge distance required. ;Lowt onchor•to,be,grcatcr than the minimum edge distunceup from the flootand'lcss;than 10-inches from`thefloor.,.
FASTENER SPACING(inchesi '
2500.psi concrete Filled CMU
Simpson
ITViI Tapcon strong-Tie DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF)
_IL41 1/4" '3'8" 3/8 3/8" 3/8" 140sf 17 sf '20 sf I 24psf 28psf 32 sf 36 sf 40 'sf 44 sf48psf 53psf 58psf 63psf 69 sf 75 sf 81 sf.87 sf 93pef
24 24 24 24 24 24 22'-9, I8'-9 15'-11 13'.3 11'-4 9'-11; 8'-10 T-11 T-3 6'-7 6'-0 5'-6 T-0. 4'-7' 4'-3 3'41 n/a n/a
24 22 .24' 24 24 .24' 24'-3' 20'-0 1T-0 14'-1 12'-1 10'4. '9'-S 8'-6 •T-8 7'-0 6'-4 5'-10 5'-4 W-11 W-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 30'-3' 9'-3 8'-5 T-8 .7'-0 6'-4 S'-10 S'-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 8'-5 7'-7, 6'-11 6'-5 5'-10 5'-4 ,4'-11 4'-7 4'-4 ,
24 17 24 20 24' M16'
31'-9 26'-2, 22-3. 18'-6 15'-10 13'-10 12'-4; 11'-1 10'-1' T-3 8'-4 7'-8' T-0 6'-5 5'-11 5'-S:,,5'-1 4'-9
24 r15 24, 18' 24 34'-3' 28'-2 24'-0• 20'-0 1T-1 �15.'-6 13'-4' 12'-0 10'-10 10'-0 :9'-0 .8,-3 T-7 6'-11 6'-4 5'-11 .s;-6' S'-1.
. 24: 1'5 24 17' 16, 36'-3r 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 6'-9 6'-3 5'-10 5'-5 'Highestanchorinstallcd'at
22 13 24 16 16n/a 32'-3 2T-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. 'S'-10 'least as high'asdooi opening.21 13 24 15 16'. n/a 33'-10 28'-9 24'-0 20'-6: 1B'=0 16'-0 14'-4 13'-1 IZ'=0 10'-10 9'-11 9'-1 8'-4 T 8 9'-1 6'-7 6'-2. Anchors to be'evenly spaced between.19' 12 24' 14 36 :n/a "n/a. 31'-4' 26'-1 22'-5 19-7 1T-5 15'.8 14'-3 13'-0 11'-10 10'-9'; 9'-11 9'-1 :8'-4 7'r8' T-2 W-8 the head erandtbefloo_r.
.16 10 24 12 16n/a n/a 36'-0 1 30'-0 25'.-8 22'76 20'-0 18'-0 16'-4, 15'-0 13'-7 12'-4 11'-5' 10'-5 -9'-7 8'-10 8'-3 7'-8-
-Y6. 10 24 11 8 8 -n/a. n/a: ;n/a 31'41 V%2 23'-9 21'-2 19:-0 1 1T-3 15'.10114'-4 1 13'-1 -12'-1 11'-0 10'-1 9'-4 1 B'-9 8'-2
'14 8 24• 10 8 8• n/a' n/a I n/a .35'-9 30'-B 26'40 23'-10 21'-5 19'-6 1T-10 16'-2 14'-9 13'e7 12=5 11'-5 10'77 9'-10 9'-2. °
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 1T-0 25'-8 14'4 13'-2 12'-2 111-4 10'-7
2x6 strueitual'gradelureber;
11 Z 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. 1T-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'_-11 ,May be uiunterbored 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 24'4 21'-8 19'-10 18'-3' 16'-8 15'-4 14'-2. '13'=2 12'-4 areach anchorlocation'[o.pmvide'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,su;face.
13 6 n/a n/a ,n/a n/a _'n/a n/a: .'n/a : n/a: n/a. Wa n/a; 30'-11 28'•0 25'-7_ 23'-6.- 21'-6 19'-9. 18'•3 .1T-0 15'-11
n/a n/a 12' ,.n/a n/a n/a .;n/a, n/a n/a n/i , ala n/a I n/a n/a I n/a,' .n%a 32'-4. 29'-7- 27'-3 24'-10•22'-10 21'-2 1 19'.=8 ;18'-5 ° o
2500'psiconcrete' 'Filled`CMU Upsf. 17psf %220psf. 140sf 28psf' 32psf 36psf„,40psf 44'Psf 48pif 53psf.' Sspsf 63psf, 69psf' 75psf. 8100 1 87psf 936sf
First anchor.to.sian'at no mote.than
ITW Tapcon ITW LOT Titeo'weQ&DOOR WIDTH(feet'and.inches)'at a,given'DESIGN PRESSURE(PSF) half the fdsl6herspaciug distance and
HD All no less dran,the intnirhum edge distance,
1/4"' 1/4'' 3/B" 3 8" 3/8!'. 3/8" FASTENER.DIAMETER
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 ``1�I I IIIb
2-2/2"2-1/2" 3" 3" 4" 4" EDGE DISTANCE `\�` I��i Supporting structural elements shill be designed by a registered_
508N 319# 8596,37111 480M 340N FA_STENER LOAD CAPACITY' �� 1�. S(iq /� piofessioual engineer for wind loads is addition to other loads;
..•'`• Tfiisdrawin docs not address the amb/walldesi n butonl door. '
g g y
O�vt,CE � �I� <Altachmcn6 lamb/wall construction is shown
only far illustration
• ��, purposes. The building designer is responsible fer ensuring Ihatthc
• ;.00. jamb/wall is suffcientto carrythe.door hvc and static loads.This
No.51731"
itdrawing does not address the spring pad eonnecuons .Registered'
Digitally signed by 6o wE:Scaies,P1, i* .professional ehginoer may.approved pn altemtitive'design,
Manufacturer's utstnllation tnsnvctions,must be.followed; Date;2015.02.24 16:32:57 06'00,' �_
Maximum'spacing shown m chat•[. • =
ohn E Scutes,RE: '�. gTATie OF :W � QQ.sc E none.
Lesser spacing may,be used to avmJ
d interference with door hardware
3121 Fair to Drive / IIIJJJ LJU
and or fastening system,but not;less than.6". / �''a� ♦�+; '� ❑ ❑ ❑'O�L7 'DATE
Carrollton;Texas 75007' ✓j •��o{Z�O.' C\ ��' s 2-,18-2015
Load per jamb=0.5-x door widthx max positive pressure x door height. Florida P.E #51737' ✓��65_S •r• �0 �LN�
$"CMU block walls shall comply with.ASTM-C9O. TXPE 56308,F-2203 �S low. ��' Brack Jamb Attachment Detail.
Use minimum 2000 psi grout or concrete when filling CMU. ����' I I '� 0, Concrete Anchors
:CMU fastener-spacing distance may vary+/-1".
Pidfessional Engineer's seal provided oply for verification'of windload'consiivction detaili.' C.H.I.Drawing- BJA'1.01 Rev.-07
Southern Pine(SP)specific gravity='0:55;allowable load per:anchor 620'pounds. y ►r"NM tn„, y � 1/2^Aum.
t/2"b _ _
Spruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds. ATl AC1lMENT OF
Use SP values only if"both structure and jamb are sot them pine. 2z6 WOOD IAMB ATTACHMENT 0E
La screw:3/8"diameter pruce pine fir is present in structure or jamb material. 2x6 WOOD JAMB
Use SPF values when s %"SHEATHING ON SHEATHING
Lag ter x 3"minimum long;must conform to ANSI/ASME 1318 2.1
Washer: 1-1/8"minimum outside diameter,must conforin to ANSI1318.22:1 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
SASTENER
PACING- i g \ %"x 3-1/2"LAG SCREWS clear.
DOOR`{lii1D1'H (feet and inches a4 a. even DESIGN PRESSURE' PSE � keep,each area
:of any back
SPF SP 14paf 17psf 20psf. 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf' 69psf '75psf 81psf 87psf 93psf iamb attachment
24 24, 34'-S 28'4 24'-1'20'-4 17'-2 15:-0 13'4 12'-A 10'-1 10'-0 9'-1 8'-1 T-7 6'-11 6'-5 5'41 5'=6 5'-2 fasteners
1 1 1 1 .: /
22 24 n/a 32'-4 2T -1-6 22' 19'-8 1T-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 28-1 24-11 20I-7 18-0 161-0 14`5 13.1 121-0 10-1 9-11 91..2 8'-4 7'=8 7'-1 6'-7 6'-2 ® 8„
18 24 n/a 36'-5 31'-6 25!,-IC 22'11 19'4 1T-2 15'-6 14'-1 12'-1111:-8 10'-8 9'-10 8'=11 8'=3 7'-7' 7'-1 6'-8 header"
18 23 n/a n/a 32'-1 26'-9 22'4120'-0 V-10 16'-0 14';7 13'-4 12'-1 11'-0'10'-2 9'-3 8'-6 7'-11 7'4 6140
I 1 1 I I 1 1 1 1 1 1 1
16 21 n/a' n/a 35-5 29-6 25-3; 22-1 19=8 17.8 161.1 14.1-9 13-4. T2-2 11-2' 101.3' 9-5 8-8 8-1 7'-7
16 20 n/a n/a 36'-1 30'-1 25'-9 22'-7 20'-6 18'.-0 :16'-5 15'4 13'-7 12'-5 11'-5. 10'-5 9'-7 W-11 8'=3 T-9 3"
1S 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 14'4 13'-1 11'-1 11'-0. 10'-2 9'-5 S'-10
13 16' n/a n/a n/a n/a 31'-9 V-9 24'-8 22'-2 20'-2 18'-6 16'-9 15'-4 14'-1 12'-1 11'-1010'-1110'-2 9'-6
12 16 n/a n/a n/a n/a 33'-2' 29'-0 25'4 23'-3 21'-1 19'-4 17'-6 16'-0 14'4 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 20'4 18'-2' 16'-7 15'-3 13'-1 12'-1 11'-1 11'40 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:" 15'4. 14'4 12'4112'-1 11'-3
10 14 n/a n/a n/a n/a n/a 330-2 29'-6- 26'-6- 24'-1 22.1. 20.0 18'-3 16'40 115'-4 W-2 13'-1 1V42 11-5 ,
10 12 n/a n/a n/an/a n/a n/a 32'-1 28'-1126'-3 24'-1 21'-9` 19'=1 18'-4 16'-915'-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'-10 23'-4 21'-4 19'-8 1T-1 16'-6` 15'-3. 14'-3 13'-
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 1
4 least as high as door opening, o
/ / / / ' ,' • ; 8'-7 V-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'-S, 19'-7 18'-0 16'4 15'-6 14'-6' the header and the floor.
1
8 10; n/a n/a n/a n/a n/a. n/a n/a n/a': 32'-1 30'-1 271.3 24'-1122'41 20'-Il 19'-3, 17'40 16;-T 15'-6,
1 I 1 1 1
7 10 n/a n/a n/a n/a n/a. n/a n/a n/a n/a 31-0' 281-0' 251-7 23-7 21-61 ' 19I-1 18 4 17,-1 16-0
7 9 n/a n/a n/a n/a n/an/a' n/a, n/a n/a n/a, 31'-2. 28'-5: 26'-2, 23'4 22'-0 20'4 18'-1117-9
' ' 2xstructural gradea t6 8 n/a n/a n/a n/a n/a n/ • n/a n/a n/a n/a n/a 32'-0 29'-6 26'-1 24-9 22-1121'-4, 20'-0 May be dounterbored.up o
3/8"4eep,at
4 6 n/a n/a I n/a n1a I n/a n/a n/a n/a I n/a n/a IPA n/a n/a n/a 33'=0 30'-7 28'-6 26'-8 each anchor location to provide
SPF I SP 14psf 17psf 200sf 4psf- 28
2psf Most 36psf''_46psf 44psf `48psf I 53psf 58psf .63psf'69psf I 75psf jillisf 87psf .93psf flushmorintingsprface:
FASTENER
SPACING DOOR WIDTH -,f6ei and inches at�.a_given DESIGN-PRESSURE IPSF}.
`®
460AD PER 1620#
1111,111//I// First anchor to start at no more than
FASTENER �� �. �S(,°/1j. /z half'the fastener spacing distance and
(Pounds) e® ® �.. �8. � °�y /�S no]ess'thanthe tniitimumedge distance.
• °v o
Maximum load per jamb-=0.5 x.(door height)x(door width)x(maximum positive pressure); 1
P1v
o.X1737
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. *; i. = &20
non
Lesser spacingmay be used to avoid interference with.doorhardware and or fastening,system. �.: STATE 6F r1. � p F100 DATE
Maximum spacing shown in chart John E.Scates,P.E. ��o� �� °� � " s o
2-i8-Zo15
These charts,do not address spring pad connections.to the building. 3121 FairgateDrive ®/��°�°�f10�0®.• ®ae� Back JambAttachment Detail
Alternative,design maybe approved.by,a registered professional engineer. Carrollton,Texas 75007 /
✓/ `S`�Oft914� " 0® Lag,Screw
Supporting structural elements shall be designed by axegistered professional Florida P:E.#51737 '/�//
P 1 r 1.1�,
engineer for wind loads in addition to other loads. TXPE 56308,E-2203'Professional Drawiri B7A-102 Rev..-05
Professional Engineer's seal• rovided onlyfor verincanon of wmatoad constmcuon:cietails , $