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HomeMy WebLinkAboutProduct Approval 1/16/2017 Florida Building Code Online 'Business a ® 0 0 s Re • 0 PCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats&.Facts I Publications i FBC Staff I SCIS Site Map I Links. Search t Florida i -) 1s Product Approval R USER:Public User ii I � scgm ss - �x.:,�,.r�m l Product Approval Mena_ >Product or Application Search>Application List>Application Detail FL# FL15012-R2 Application Type Revision 4 Code Version 2014 a Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified 1 by the POC-and/or the Commission if necessary. i Comments 1. Arcriived Product Manufacturer C.H.I. Overhead Doors Address/Phone/Email 1485 Sunrise Drive Arthur,IL 61911 (217) 543-2135 Ext 4273 phunter@chiohd.com Authorized Signature Pat Hunter phunter@chiohd.com Technical Representative Address/Phone/Email Quality Assurance Representative ' Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior-Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or.a Licensed Florida Professional Engineer !> Evaluation Report_-Hardcopy Received I 1 Florida Engineer or Architect Name who developed John E.Scates the Evaluation Report Florida.License PE-51737 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas, P.E. ✓: Validation Checklist- Hardcopy Received Certificate of Independence FLIS012 R2 COI Cert of Ind Scates s.odf i Referenced Standard and Year(of,Standard) Standard Year ASTM E1886 2005' i ASTM E1996 2009 ASTM E330 2002 j DASMA 108 2002 DASMA 108 :2005 DASMA 115 2005 f Equivalence of Product Standards Certified By httpsJ/wWw.floridabiiiding.org/pr/pr"app dd.aspx?param=wGEVXQwtDOuS73Fe2ZyiPgc%2bhldlGcB6L5orvMJEkwLW9HhR%2bfdXsg%3d%3d 116 1/16/2017 Florida Building Code Online I' 115012.15 reL; 224 ;2241, 2250;2251,4240, 112'-010-"wide through 21'=00"wide by 20'high-steel sectional 4241,42-50, 4251, 5240, 5241, I door with or without polystyrene insulation. i 5250, 5251 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS012 R2 II-lamb Attach Drawinos sxdf Approved for use outside HVHZ:Yes FLIS012 R2 H.Supplemental Instructions Pan s.pdf Import Resistant: No Verified;By: John E. Scates, P.E.4FL:51737 ' Design Pressure:N/A Created by Independent,Third Party: No Other:.Sectional doors,provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA,108, FL15012 R2 AE Eval Rept s.odf. which are accepted test methods per 5th edition(2014) 815012 R2 AE FZ3-16"013L5s.bdf Florida Building Code Section 1715:.See drawing FZ346- Created by IndependentT,hird Party:"-Yes 0131_5 for pressures and widths+24.9(psf)/-27.7(psf)at I. 12'-00"through +10.9.(psf)/-12.1(psf)at 21'-00". i is 15012.16 rf; 2240,2241, 2250, 2251,4240, 14'-02"wide through 24'-00"wide by 20'high steel sectional 4241,4250,4251; 5240, 5241, door with or without polystyrene',insulation,. I 5250; 5251 j Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R2 IIS"Jamb Attach Drawings s.odf 'Approved for use outside HVHZ:.Yes FL15012 R2 II;Suoolerriental Instructions Pan s.pdf Impact Resistant: No' VerifieP. d By:John E.Scates, E.9FL--51737 .Design Pressure: N/A Created by Independentjhird Party:No Other:Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and.ANSI/DASMA 108, FL15012 R2 AE Eval Rept $.odf which are accepted test methods per5th edition(2014) FL15012• R2 AE FZ4-16-01315s.bdf Florida Building Code Section 1715;.See drawing FZ4 16- Created by IndependentjThird Party:Yes 1 01315 for pressures and-widths+25.1(psf)/-27.9(psf) at 14'-02"through +10.5(psf)/-1].7(psf).at 24'=00" 15012.17 rfI; 2240, 2241,2250, 2251,4240, Upao 16'-00"wide by 20f1high steel sectional door with or 4241,.4250,4251, 5240, 5241, without polystyrene insulation. 5250,5251 f Limits of Use Installation Instructions Approved for use in HVHZ: No, FL15012 R2 IhJamb Attach Drawings s.odf. Approved for use:outside-HVHZ:Yes FL15012 R2 II Zuopiemental Instructions Pan s.pdf ! Impact Resistant:Yes' Verified By,John E. Scates, P.E."FL-51737 DesigI nPressure : +22.2/-24.7 Created by ndependentjThird Party: No 1 'Other:Sectional doors provided for potential "code-plus" Evaluation Reports i applications.:Large Missile impact(9 pound missile) and XL15012 R2 AE Eval Reot s.pdf ;- cycling tests conducted,in accordance with ANSI/DASMA 115, FLIS012 R2 AE FZ41-16-01515s:pdf ASTM E1886 and ASTM E1996. Static,tests-conducted in Created by IndependentiThird Party: Yes accordance with_ASTM E330 and ANSI%DASMA 108.These:are accepted test methods per 5th edition(2014) MC Sections 1609 and 1715. See drawing FZ41-16-01515 for pressures +22.2(psf)/-24.7(psf)at widths up to 16'-00" 4 i 15012.18 rg; 2240, 2241, 2250, 2251,4240, 08'=00"wide through 16';10"wide by 20'high steel sectional -4241,4250,4251, 5240,5241, door with or without polystyrene insulation. t 5250, 5251 t Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS012 R2 II'Jamb Attach Drawings s.odf j Approved for use outside HVHZ:Yes FL15012 R2 II,Supplemental Instructions Pan s.odf Impact Resistant:No Verified By:John E. Scates, P.E. FL-51737 Design.Pressure:N/A Created by IndependentiThird Party: No Other:Sectional doors provided for;windload applications. Evaluation Reports Tested.in accordance-with ASTM E330 and ANSI/DASMA.108, FLIS012 R2 AE Eval Rept s.pdfr, { which are accepted test methods per 5th edition(2014) FL15012 R2 AE FZ5-16=01315s.odf y Florida Building Code Section 1715. See,drawing FZ5-16- Created,by Independent-Third Pa"rty: Yes 01315 for pressures and widths+52.4(psf)/-58.3(psf) at' 08'-00"through+23.7(psf)/-26.3(psf)at 16'-10" 777 15012,19 rh; 2240, 2241, 2250,2251,4240, 12'-00"wide through 24'-00"wide by 20'high steel sectional 4241,4250, 4251,.5240, 5241, door with or without polystyrene Insulation. 5250, 5251 Limits of.Use Installation Instructions !_ Approvedforuse in HVHZ: No. FL15012 R2 II'Jamb Attach Drawings spdf Approved for use"outside HVHZ:Yes FL15012_112 II`Supplemental Instructions Pan s.odf r Impact Resistant:No Verified By: John E. Scates, P.E.FL-51737 Design Pressure: N/A Created.by Independent'Third Party: No Other:Sectional doors provided for windload applications. Evaluation Reports Tested in'accordance with ASTM E330 and ANSI/DASMA 108, FL15012 R2 AE Eval Rept u2df' which are accepted test methods per 5th edition(2014) FL15012 RZ AE FZ6-16=01315s.odf Florida Building Code Section 1715..See drawing FZ6-16- Created by Independent Third Party: Yes 01315 for pressures and widths+40.1(psf)/-44.7(psf)at 12'-00"through+13.4(psf)/-14.9(psf)at 24'-00" 15012.20 rhI; 2240; 2241, 2250, 2251,4240, up to Y6'-00"wide by 20';high steel sectional door with or 4241,4250,4251,5240, 5241, without polystyrene insulation. httpsJ/www.loridabuilding.brgtpr/pr appdtl.aspx?param=wGEVXQWtDquS73Fr2ZyiPgc%2bhldlGcB6L5orvMJEkwLW9HhR%2bfdXSg%3d%3d 5/6. 4 3 2 1 1'6'-0 (see notes for other widths) -- _ - d r - Window.0 lions: 4D Optional Standard kites 3B intermediate'` 1/8" .DSII (see window options) 2 hinge 1C 1/4" Tempered Glass 2 — „ - carbonate _ :top:fixture- __- =_ _- = -- - __ _ --_ _ _- _ __ -__ -_= _- - -- J/16" Ti sul ed-Glass flag7/16" Tempered Insulated Glass D �! bracket Max daylight opening 39-3/8 x 12-1/2" 4D 2 ' — end stile T 1B 3Btrack Door Height 10 9i vi b' 3` 2 o m 0 o hl ag g bracket a a t a end hinge 4A o o _ 8'-3"to 8'-9` .5 9 4 2' 9' bottom fixture -0"to 10'-6 6 11 5 lo'-9"to 12'-3" 7 13 6 3A 12'-6"to 14'-0" 8 15 7 2A 2 2 14'-3"to 1514" 9 17 8 This door has been evaluated in accordance with ASTM E330-02 and ANSI/DASMA 108-02and 108-05. strut attachment. strut 16'-0"to 1T-6" 10 19 9 Supporting structural elements to be designed by registered professional engineerfor specified wind loads. -1T-9"to 19'-3" 11 21 ] 'If door is not electrically operated,a lock must be,installed. 19'-6"to 20'-0" 12 23 1 l B Maximum door height: 20'-0" Maximum section height:'21" Per ASCE 7-10,Design Pressures(W)'typically icall meet or exce.ed.the requirements for the follow wind seeds. Track bracket B g (P )typ .. Y' q g p quantities shown are far use with p p high doors on 30'tall buildin grade 2 orbetter southem pine jambs.Wlieousin These exposure winds speeds fqi T buildings. softer wood species like spruce-pine-fir(SPF)use Width ___Design Pressure Wind Speed. WindowsCenter Stiles r 1 die quantity of track brackets specified in the chart 24'-00" 13.4 s /-14.9 s 122(mph) YES 9 plus three track brackets per side. 22'700- 15.9(s /-'17:7( s 133(mph) YES 9 \\\ �1 SCgt �/ 21'-00" 17 , s /-19.4 's 140(mph) YES 9 �\ // Supplemental Instructions contain details — 2U'-06" 18.3 s /-20.4 s0 143(mph) YES 9 `\\ �cEriitF /��� for doors up to20-0"high.-Titese are required,in 2U 00". 19.3(s /-21.4 st) 146(mph) YES '9 �; addition to this drawing for installation. Always 19-06' 20:3(s /-22.6 sfl 150'm h YES 9. John E:Scares,P.E: PSo.51737 • � use supplemental instructions in addition to this • drawin durm .door installation. 19-00' 21.3 s /-23:8( 154(m h YES 9. = ..0 g.. g 3121 FairgateDrive = W-06" 22.5 s /-25.1 s 158`m It YES 9 Carrollton,Texas 75007 • sAOF , rats IB-00' 23.8 s /-26.5( sf) 162(mph). YES pFlorda?E.#5737 04-09-2 0 1517-06" 25.2 s 28.0' sf) 166(mph) YES 7 VJJUCS� 17AO" 26.7( ( 0 171 ) YES. 7 Models:� ON' �\\N A . 181 m h 7 ' I � O'4251,5240,5241,5250,52 51 A 14 00 34.4. f)/-35 7 sf) 187 m h' YES 9 40.1(psf)/-44:7(pst)at 12'-00"through 38:3( s 193,(m h) YES 5 FL �j �,l D raj Digitally signed by John E.Scates,P:E. 13.4(psf),j-14.9(psf)at 24'-00" 13 00 37 0 / 41:2 s 199 m li YES 5 11�0 U �[S Date:2015.041414:40:12-05'00' J 12'-00' 40.1 i .-44.7 s 20T(ml h YES 5 C:Ii;L.Drawing: FZ6-16-01315 Center stile quantity is minimum.per section. Professional Eng'ineer's seal provided only for verification of.wmdload construction details page 1-of 2 4 3. 2. 1 4 3 2 1. Strut(if applicable)not shown for clarity. Details on some views.may have been omitted for clarity., (.059)galvanized.steel top fixture. Each fixture attached The vertical wood jamb fasteners maybe counter sunk,to provide a flat mounting surface. D with four 1/4"x'3/4"screws. See jamb_attachmentdetails for more,information about attaching•jambs to structure. (.086),galvanized'steel D flag hracket'fastened to 2'x 7/16"-(nominal) he secured with wood jamb with three o o'o.� 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 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. fixture. Each fixture.attached 4' C with two 1/4"x 3/4"screws. (.034)center stile 2"(min)x.0485(min Flag bracket attached to C push nut' galvanized steel track vertical`track with two 1/4" x 5/8 track bolts and nuts, (.034)end stile V End Hinge O Intermediate Hinge Or two 1/4"x 11/32"rivets. galvanized steel fastened (.058)galvanized steel (.102)galvanized steel track . to section with Q fastened to section with bracket fastened to wood jamb: o six 1/4"x 3/4"screws. four 1/4"it 3/4"screws: with.one 5/16"x 1-51S"wood �. 8 lag screw.per bracket. o Optional low head room top bracket Push nut 2"(max.for(.069)thick)— �— 2 3/4" 2 3/4" Each track-bracket attached-with---- --4„ for.109 thick-)-- B - - --- - - - --— - — ---- — -- one 1/4"x 5/8"track bolt and nut. B Or two 1/4"x 11/32"rivets. nominal p 2"(min:) r—r�3-1/2"(min.)stem 10(min.),ball roller- -+- - - -- - - - - - - -- -- -- -- - -- -- --- -- -- - -- --- - - -- ---- -- -- -- - - - - ---- - - - - with nylon or steel tread. p ush nut a � 3" J John E.Scates,R.E. L 3121 Fairgate Drive moo ` -Carrollton,Texas-75007- - \\��11111111��� Florida P.E.# 51737 o �cetus� �S i� M (.102)galvanized steel • ` SLI a o nts .051 50 ksi galvanized steel uu bottom bracket Each, No,51737 o 04-09-2015 bracket attached with four 3"strut attached"with'two I/4"x 3/4' * p red 1/4"x 3/4"screws. (.109)galvanized steel bottom screws per stile or,hinge plate. p�; STATE OF Models:2240,2241,2250,2251,4240,4241, A , 4250,4251,5240,1'5241,5250,5251 push.nut bracket Each.bracket attached %�O.c�`• �COR1Q�%" � 40.1(psfl/-44.7(pst)at12'-00"through A y Aluminum extrusion Optional Towhead room bottom bracket s. O L ���Ss�ON ` ���� I 13.4(psfl/-14.9(psfl'at24'-00" Vinyl FL 15011&M %/ \ weatherstrip CRI Drawing: FZ6-16-01315 Professional Engineer's seal provided only for verification of windload construction details page_2_of_2 4 3 ilk '2 1 Anchor:ITW Ta con'or Ta con LDT or Simpson Strong-Tie.Tie, keep each area clearof p p p g any back jamb ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5"long with washer that conforms to ANSI B18.22.1 type H. attachment fasteners ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI B1$22.1 type B. 3 Simpson Then HD,3j8"diameter,minimum 4"lona with washer that confomta 10 ANSI B I8.22:1 type B. Simpson Wedge-All,3/8"diameter,minimum 4"long with washer1hat conforms to ANSIB18.22.I type B. 8" 9 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 souther pine(SP). See chart for minimum washer diameter. Washer diameters in chart are based on use of Spruec Pine Fir. Washers maybe l0%o stualler when Southern Pine is used. 8" See charrfIor minimum edge distance rcquined. 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 C1VIU Simpson ATW-Tapcon 'Strong-Tie-:DOORWIDTH(feetand inches)it a given DESIGN PRE SSIJRE-(PSF) 1/4" 1/4" 3/8" 3 8 3 8"13/8" 14 sf 17psf 20psf 24psf 28psf 32psf 36 sf 40psf 44 sf 48 sf 53psf 58psf 63psf 69psf 75psf 81 sf 87psf 93psf 24 24 24 24 24 24 22-9 18'-9 15'-11 13'-3 11'-4 9'-11 S'-10 T-11 7'-3 6'-7 6'-Q 5'-fi 5'-0 4'-7 4'-3 T-11 nJa n/a 24 22 24 Z4 24 24- 24.c3..20--0-.17_-O._14;1_..12=1- 10-7. -_9-5 -8'-6- -7-'-8-- T-0--6'_4:--S"-10-.-5f 4= c4_-11 -4'-6--4'-2 -n/a -n/a= 24 20 24 24 24 16 26'-6 21'-9 18"-6 15'-5 13'-3 11'-7 10'-3 9'-3 8'-5 7`-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'-S 12'-7 11'-2- 10'-1 9'-Z 8'-5` 7'-7 6'-11 6'-5 5'-10 SI-4- 4'-11 4'-7' 4'-4 24 17 24 20 . 24 1fi 31'=9 26'-2 22'-3 :18'-6 SS'-1013'-10 12'-4 11'-1. 10`-1. 9'-3 8'-4 7'-8 7'-0 6'-5 5'41' 5'-5 5'-1 4'-9 24 15 24 i8 24 16 34'-3 28'-2 24'-0 20'-0: 1T-1 15'-0" 13'-4: 12'-0 10'-10 10'-0' 9'-0 8'-3 T-7 6'-11 6'-4 T-11 5'-6 5'-1 24 15 24 17 16 16 36'-3 29'-10 257-4 21'-2 18'-1 15'-10 i4'-1 12'-8 11'-6 10`-7 9'-7 8'-9 8'-0 7`-4 6`-9 6`-3 5'-10 S'-5 leasttist high 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'-5, 11'-5 10'-4 9'-5 8'78 7'-11 7'-3 6'-9 6'-3 5'-10 Anchors as high as door opening, o 21 13 24 15 16 8 nja 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 T-1 6'-7 6'-2 Anchors to be evenly spaced between 19 12 24: 14 16 8 n/a nJa 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 7'78 71-2, 6'-8 the header and the floor. 16 10. 24 ' 12 16 8 n/a n/a '36'-0 30'-0 25'r8 22'-6 '20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 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 15'40 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 3S%9 30'-8 26'-10 23'-10 21'-5 19'-6 17'40 16'-2 14'-9 13'-7. 12'-S .11'-S 10'-7 9'-10 9'-2 0 12 7 20 9 8 8 n/a n/a n/a n/a, n/a 30'-11 27'-5 24'-8 22'-5 20'-7 18'8 17'-0 15'-8 14'-4 13'-2 12'-2 11'-4 10'-7' Zx6stntctumlgradelumber. 11 7 20 8 8 8 n/a n/a n/a n(•a n/a 31'10 28'-3P40psf 23'.-2 21`-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'•7 11'-8 10'-11 May be countert+ored 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 26'-2 24'-0 21'-8 19'-10 18'-3 16'-8 15'-4 14'-2 13'-2 12'-4 at each anchor location toprovide'a 9 n/a 16. 6 a n/a n/a` nja n /an a n/a n/a n/a 29'-1 '26'-8 24'-1 22'-0 20'-3 18'-6 17'=0 15'-9 14'-$ 13'-9 fltushmounting surface. 8 n/a 13 6 n/a, .n/a n/a nja n/a n/a n/a n/a n/a 30'-11.28'x0 25'-7 23'-6 21'-6 19'-9 18'-3 1T-tw.15'-11 n/a n/a 12 n/a n/a n/a n/a I. n/a nJa n/a n/a n/a nJa,. n/a 32'-4 29'-7 2T-3 24'-10 22'-10 2500 psi concrete Filled CMU 14psf 17psf 4psf 28psf 32psf 36psf 44pgf48psf 53prsf 58psf fs3ps# 69psf 7Spsf 81psf 87psf 93psf First ancltar to start at no more than Titen wedge-DOOR WIDTH feet and inches at a given DESIGN PRESSURE PSF • halfslre Castehe mini num edge distanceand ITW Tapcon ITW LDT Ho All ( ) { ) nolass than the minimum edge'dis[ance. 1J4" 1/4" j311" 3/8" 3/8" FASTENER DIAMETER1.75" 1.75"• 5" 2.5" 2.75" 2.68'' EMBEDMENT.LENGTH1-1/8" 7/8" /2" 1" 1-1/8'1-1/8"WASHER DIAMETER y rj Supposing structural elements shall be designed by a registered 2-1/2'' " 3" 4" 4" EDGE DISTANCE �``` � ,S ��� professional'eogioeorfou wind loads in additibn to other loads508# 319#, 9# 371# 480# 340# FASTENER10AD CAPACITY ``�++ �•,....' ,► �/� This drawing does not address,thejamb/wall design,but only,door 1 Q e•'S�E��a:``�� // attachment Jambhvall construction is shown only for illustration '"► �'f V •� purposes The building designer is responsible for ensuring that the + w� 59737 jamb/wall is sufficient to carry the door live and static leads.This r too A M�nr drawing does not address the spring pad connections. Registered Digitally signed by John E.Scates,P.E. # p+* professional engineer may approved an'alternative`design. Manufacturees,installation instructions must be followed. Date:2015.02.2416:3257-06'00' �L < i SCnLE Maximum's acro shown ut chart, r� .p , S�glEOF tt� M Q CJS© none Lessers acro m be used to avoid interference with door hardware John E:Scales,P.B. • + �t++. W I�C�I� P g y r '. ❑ ❑ ❑L DATE 3121 Fairgate Drive ,,r • �. �►, ��*` v o n s 2=18-2015 and or fastening system,but not less than 6". exas ✓ � LORVDCo Load.p'er jamb=0.,5 x door.width x max positive pressure x door height. Florida P.E.#51737 ��X'"/fiSS r•M Fs� ~` X/; fO�A t Back Jamb Attachment Detail 8"CMU block,walls shall"comply with ASTM, C90. TXPE 56308,F-2203+ Use minimum 2000 psi grout or concrete when filling CMU. M I!'I 110 Concrete Anchors CMU fastener spacing distance may vary+/-1'!.. Professional Engineers seal provided only for verification of windload construction details. C.H.I.Dra.Wing: BJA-101 Rev.-07 Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. la'MIN In"MIN 112"MIN -- 1/21"MI Spruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds, ATTACHb1ENT 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. 2x6 WOOD JAMB Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1 Y2"SHEATHING ON 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) at a given DESIGN PRESSURE (PSF) a"x3-1/2"LAG SCREWS keep each=a SPACING clear SPF SP 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf of any back 81psf 87psf 93psf jamb attachment _ 24 24 34'-5 28'-4 24'=1 20'=0 17'-21 15'-0 13'-4 12'-0 10'-1T 10'-6 9'-1 8'-3 7'-7 6'-11 6'-5 5'-11 5'-6 5'-2 fasteners V-9 / 22 24 n/a 32'-4 27'-6 22'-1 19'-8 17'-2 15'-3 13'-9 12'-6 11-5 10'-4 9'-5 8'-8 7'-11 7' 6-4 -9 6'-3 51-11 _20 24 _n/a 34'-0 28'-1 24'-1 20'-7- 18'-0 16'-0 14'-5. 13'-1 12'-0.10'-1 9'-11- 9'-2-=- 8'-4 -7'-8_ - T-1 61-761-2 ® _ 18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-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'-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- 1T-8 16'-1 14'-9 13'-4 12'-2 13.'-2 10'-3 9'-5 8'-8 8'-1 T-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'-1 20'-7 18'-9 17'-2 15'-7' 14'-2 13'=1 11'4 11'-0 10'-2 9'-5 8'40 13 16 n/a n/a n/a n/a 31'-9 27'-9 24'-8 22'-2 20'-2 18'-6. 16'-9 15'-4 14'-1 12'-1 11'-1 10'4110'-2 9'-6 12 16 n/a n/a n/a n/a 33'-2 29'-0 25'-1 23'-3 21'-1 19'-4 17'-6 16'-0 14'-9 13'-5 12'-4 11'-5 10'-8 10'-0 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'-6 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 12,4112'-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'-1116'-6 15'-3 14'-3 13'-4 least as high as door opening, c 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 17'4 15'-1 14'-9 13'-9 Anchors to beevenly-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 !4'-1122'4120'-21191-3 17'4 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'-721'-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 23'4122'-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'-1124'-9 22'-1121.4 20'-0 2x6 structural grade lumber. May be countcrbored up to 3/8"deep at 4 1 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 33'-0 30'-7 28'-6 126'-81each anchor location to provide a SPF I SP 14psf 17psf I 20psf I 24psf 28psf I 32psf I 36psf I 40psf 44psf 48psf I 53psf I 58psf 63psf 69psf 75psf 81psf 87pstigipsfi flush mounting surface. FASTENER POOR WIDTH (feet and inches) at a given-DESIGN PRESSURE (PSR ° SPACING 482# szo# r LO \`� ta1111I111 �0/ LOAD PER ` t/ First.anchor to start at no more than FASTENER \\\ SCgr /// half the fastener spacing distance and (pounds) \\\'0 � �� no less thantheminimumedgedistance. i Maximum load per jamb=0:5 x(door height)x(door width)x(maximum positive pressure) gyp,0737 When applying back jambs over dry wall or other non structural wall covering, Z i SCALE use longer'lags screws to insure 1-1/2"minimum embedment required. * I.* - 00� none Lesser spacing may be used to avoid interference with door hardware and to fastening system. .0, STATE OF �� •++` �t7 0017.��� DATE 2-18-2015 Maximum spacing shown in chart. x o John E.Scales,P.E. O • • These charts do not address spring pad connections to the building. 3121 Fair ate Drive i OR1oP' 0 g �j �► ... Back Jamb Attachment Detail Alternative design may be approved by a registered professional engineer: Carrollton,Texas 75007 Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 /// �A�' ��� Lag SGICW engineer for wind loads in addition t6other loads. TXPE 56308,F-2203 '/IIII I' ` C.H.1.Drawing: BJA-102 Rev.-05. Professional Engineer's seal.provided onl ibr verttreatron of wmgloaq consirucuon details g Self tapping screws (with steel) Screw:1/4°dia x 3/4"self tapping screw;must conform to AAISI/ASME B18.2.1. .100"x 1"fillet welds USE 9/16' Yjs"steel Jambs;allowable load per sctcw=444 lbs. Welds performed by a Certified Welder or inspected by a MINIMUM Certified Welding Inspector to verify integrity of welds. traC1C Allowable load per screw;72 gauge=2091bs,14 gauge=1431bs,and 16gauge=1101bs. 3 DIAMETER 12 gouge or/°"steel lambs;allowable load per weld=1,272 16s. WASHER IF bracket or Optional Washer.9/16"O.D.,minimum;must conform to ANSI B19.22.1 type A. Use all necessary precautions when welding galvanized steel. revers SCREW HEAD Washer not required if fastener head bus minimum 9/16"outside diameter. Welds to be even) spaced between header and floor. continuous y p Lowest fastener to be within I0-inches ofthe floor an 1S LESS THAN Lowest weld to be within 10-inches of the floor 9/16'DIAMETER gle Maximum spacing shown in chart. Lesser spacing may be used to avoid interference Minimum of 3 welds per jamb tcquired. with door component system. Add holes to continuous angle as required to satisfy fastener spacing in these charts. Fillet welds to have a straight or convex face surface. These charts do not address spring pad connections to the building. Tack weld toe of angle at same spacing to prevent rotation of track angle. ATTACHMENT SPACING(inches) Load per jamb=0.5 x door width x max positive pressure x door heighi Cracks and blemishes shall be ground to a smooth contour and checked to ensure soundness. SCREWS SCREWS SCREWS WELDS SCREWS WELDS These charts do not address spring pad connections to the building. 16-ga 14 ga- -12 ga- 12-ga,-3/16" 3/16" DOOR-WIDTH-{feet and•inches)at a•given•DESIGN-PRESSURE-(PSF) Load per jamb=0.5 x door width x max positive pressure X door height jamb jamb jamb jamb Jamb jamb 14psf I 17psf 20psf 24psf 28psf 32psf 36psf I 40psf 44psf 48psf 53psf 24 31 36 36 36 36 T-10 6'-5 5'-6 4'-7 T-11 3'-5 T-0 n/a n/a n/a n/a 1 20 - 26- -36* 36 36 36 9'-5' T-9 6'-7 -5'-6 4'=8 4'-1 3'-8' n/a h/a n/a n/a track bracket or 18 24 36 36 36 36 9'-11 8'-2 6'-11 5'-9 4'-11 4'-4 3'-10 n/a n/a n/a n/a continuous angle reverse angle 16 20 30 36 36 36 11'-9 9'-8 8'-3 W-10 5'-10 T-1 4'-7 4'-1 n/a n/a n/a " 14 18 26 _36 36 -36- 13'-5 11'=1- 9'-5 7'-10-6'-8 5'-10 5'-2 4..-8 4'-3 3'-11 n/a - 12 16 24 36 36 36 14'-1112'-3 10'-5 8'-8 7'-5 6'-6 5'-9 5'-2 4'-9 4'-4 T-11 12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2 T-10 6'-10 6'-1 5'-6 5'-0 4'-7 4'-1 9 12 17 36 36 36' 20'-5 16'=9: 14'-3 11'4110'-2 8'.-11 T-11 T-1 6'-6 5'-11 5'-4 4'-11 4'-6 4'-1 n/a n/a n/a n/a .100"x I"long fillet weld 8 10 16 36 34 36 22'-4 18'-5 15'-8 13'-0 1V-2 9'-9 8'-8 T-10 7'-1 6'-6 5'-10 5'-4 W-11 4'-6 4'-2 n/a n/a n/a (F60XX Electrodes Min). 7 10 14 36 31 36 24'-6 20'-2' 17'-1 14'-3 12'-3 10'-8 9'-6 8'-6 7'-9 7'-1 6'-5 5'-11 5'-5 4'-11 4'-6 4'-2 3'-11 n/a Weld to be located vertically on angle at spacing specified in char) 6 8 12 36 25 36 29'-10 24'-7 20'-1017'-5 14'-11 13'-0 11'-7 10'-5 9'-6 8'-8 7'-10 7'-2 6'-7 6'-0 5'-6 5'-1 4'-9 4'-5 and Lack weld toe of angle or 6 7 11 36 24 36 31'-5 25'-1 22'-0 18'-4 15'-8 13'-9 12'-2 11'-0 10.'-0 9'-2 8'-3 7'-7 W-11 6'-4 5'-10 5'-5 5'-0 4'-8 track bracket at same spacing. n/a 6 8 36 18 36 40'=10 34-7 28'-7 23'-10 20'-5 V-10 -i 14-3 13'-0 11'-1110'-9 9'-10 9'-0 8'-.3 7'-7- 7'-0 6'-6 6'-1 n/a 5 7 36 16 36 n/a 39'-2 33`-3. 27'-9 23'-9 20'-9 18'-6 16'-7 15'-1,13'-1012'-6 11'-5 10'-6 9'-7 8'-10 8'-2 7'-7 714 n/a n/a 6 36 12 36 n/a n/a 41'-9 34'-10 29'-10 26'-1 23'-2 20'-1019'-0 1T-5 15'-9 14`-4 13'-3 12'-1 11'-1 10'-3 9'-7 8'-11 n/a n/a 5 32 11 32 n/a n/a n/a 39'-9 34'-0 29'-9 26'-6 23'-10 21'-8 19'-1018'-0 16'-5 15'-1 13'-9 12'-8 11'-9 10'-1110'-3 n/a n/a n/a 30 10 30 n/a n/a n/a n/a 36'-4 31'-9 28'-3 25'-5 23'-1 21'-2 19'-2 17'-6 16'-1 14'-8 13'-6 12'-6 11'-8 10'-11 n/a n/a n/a 26 9 26 n/a n/a n/a n/a n/a 36'-8 32'-7 29'-4 26'-8 24'-5 22'-1 20'-2 18'-7 17'-0 15'-7 14'-5 13'-5 12'-7 n/a n/a n/a 24 8 24 n/a n/a n/a n/a n/a n/a 35'-4 31'-9 28'-10 26'4 24'-0 21'-1120'-2 18'-5 16'-1115'-8 14'-7 13'-8 n/a n/a n/a 16 5 16. n/a n/a n/a n/a n/a n/a n/a n/a n/a. ' n/a, n/a 32'-10 30'-3. 290-7 25'-5 23'-6 21'-1120'-6. n/a n/a n/a 14 n/a 14 n/a n/a. n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-7 29'-0 26'-1125'-0 23'-5 n/a n/a n/a 12 n/a 12 n/a n/a 1 n/a I n/a n/a n/a n/a . n/a n/a n/a n/a n/a n/a n/a n/a' 31'-4 29'-2 27'-4 SCREWS SCREWS SCREWS WELDS SCREWS WELDS 14psf I 17psf I 20psf 24psf 28psf,32psf 360sf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf 16 ga 14 ga 12 ga 12 ga 3%16" .3/16" DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) Alternative design may he approved bya ami Jamb Jamb Jamb amb Jamb licensed professional engineer. ATTACHMENT SPACING(Inches) Supporting structural elements shall be lion 143# 209# 1272# 44411 1272« \�I,��a i MIN designed by a licensed professional engincer ALLOWABLE LOAD PER SCREW(pounds) `� S. 'S•C /�i for wind loads in addition to other.loads. �� �....A,� /// This drawing does not address the jamb/wall \` A �,%r EN8e-;W //. design,but only door attachment Jamb/wall ,, �► ° / construction is shown only for illustration jr purposes.The building designer is responsible 51737 .e •� for ensuringthat the jamb/wallissufficient to �Y s+ carry the door live and staficloads. EEO 000SCACE Onone STATE Of [7John E.Scates,P.E. r °° : apO. nnTe 2-18-2015 3121 Fairgate Drive O��• P:' \ \ CatroUton,Texas 75007 /�i �s (OR,�0co a\\ TFrida P.E.%PE 56308 51 03 1�A�, Steel Attachment Detail Professional Engineer's seal provided only for verification of windload constriction details. C.H.I.Drawing: BJA-103 Rev.-07