Loading...
HomeMy WebLinkAboutProduct Approval '�lzar2o�l3 Florida Wilding Code Online .,a n s 0 • ¢ w 0 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications 1 F13C Staff SCIS Site Map*t Unks ( Search j bFlod!JaVii . ProductApproval Lp, Ir USER:Public User Product Aporoval Menu>Product or AopUcallon Search>Application Ust>Application Detail -« FL# FL15012-114 Application Type Revision Code Version 20.17 Application Status Approved Comments Archived Product Manufacturer C.H.I.Overhead Doors Address/Phone/Email 1485 Sunrise Drive Arthur,IL 61911 (217)543-2135 Ext 4273 + wiridloadengineering@chlohd.com Authorized Signature Pat Hunter windloadengineering@chiohd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email j Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida �Professionai Frig sneer Evaluation Report-Hardcopy.Received Florida Engineer or Architect Name who developed John E.Scates i the Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testingr Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gordon Thomas,RE.. ✓_ Validation Checklist-Hardcopy Received 7 Certificate of Independence FLIS012 R4 COI 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 2012 P UASMA 115 2012 i i Equivalence of Product Standards 1 Certified By Florida Licensed Professional Engineer or Architect fLIS012 R4 Eoujv Equivalence of Standards CII s pdf d Sections from tate Code: k haps:tlwww:floridabniiding.org(prlpr app dtl.aspx?param=wGEUXQwtDquS73Fr2ZyiFgc%2bh1:d4GeBShisSnnrt±utw Buy%2b192zShag�o3d°lead 116 1/18/2018 Florida Building Code Online 5250,5251 Limits of Us6 Installation Instructions Approved for use in HVHZ:No FL15012 R4 11 Jamb Attach Drawings s.pd Approved for use outside HVHZ-.Yes FLIS012 R4 11 Supplemental Instructions Pan -s.odf Impact Resistant:No Verified-ed By:John E.Scates,P.E.FL-51737 Design Pressure-:N/A Created by Independent Third Party:Yes Other:Sectional,doors,provided for windload applications. Evaluation Reports Tested-in accordance with ASTKE330'andrANS17PASMA'108'. FLIS012 R4 AE FLIS012 Eval Rept pan r4 s.odf which are accepted test methods per Sth,edition(2Ur4)Florida FL15012 R4 Ar F74-16-01315s.pd Building Code Section,1715.See drawing FZ4-16-01315 for Created by Independent Third Party:Yes pressures and widths+25.1(psf)/-27.9(ps0 at 14'-02"through +10.5(psl`)/-11.7(psf)of 24'-00" 15012.17 rfl; 2240,2241,2250,2251,4240, Up to,16'-00"wide by 20'high steel sectional door with or 4241,4250,4251,5240,5241, Without polystyrene insulation. 5250,5251 Limits of Use Installation Instructions Approved-rfor use is HVHZ:No ELIS012 R4 11 Jamb Attach Drawings s.nd Approved for use outside HVHZ:,Yes FL15012 R4 IT Supplemental Instructions Pan s,pdf Impact Resistant:Yes Verified By:John E.Scates,P.E.FL-51737 Design Pressure: +22.2/-24.7 Created by Independent Third Party:Yes Other:Sectional doors provided for potential"code-plus" Evaluation Reports j applications. Large Missile impact(9 pound missile)and cycling FLIS012 R4 AE FLIS012 Eval Rept pan r4.s.pd tests conducted in accordance with ANSI/DASMA 115,ASTM FL15012 R4 AE FZ41-16-01515s.Ddf E1886 and ASTM E1996.Static tests conducted in accordance Created by Independent Third Party:Yes with ASTM E3,30 and ANSI/UASMA 108.See drawing.FZ4!-16:- 01515-for pressures+22.2(psf)/-24.7(psf)at widths up to 16-00" i 15012.18 rg;1240,2241,2250,2251,4240, 08'-00"wide through 16'-10"wide by 20'high steel sectional 4241,4250,4251,5240,5241, door with or without polystyrene insulation. 5250,5251 II Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS012 R4 11 Jamb Attach Drawings s.od Approved for use outside HVHZ:Yes FLIS012 R4 11 Supplemental Instructions Pan s.odf Impact Resistant.-No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other-Sectional doors provided for w indload applications. Evaruatiorr Report% Tested in accordance with ASTM E330 and ANSI/DASMA 108. FLIS012 R4 AEFLIS012Eval Rent pan r4 s,pdf See drawing FZ5-16-01315 for pressures and widths FLIS012 R4 AE_FZ5-16-01315s.Pdf +52.4(psf)/-58.3(P'sF)at 08'-00"through Created by Independent Third Party:Yes +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 4241,4250,4251,52-40,5241, door with or without polystyrene insulation. 5250,5251 Limits,of Use, Installation-instructions Approved4or use.lm KVHZ-.No FL15012 R4 11 Jamb Attach Drawings.s.pdt Approved for use outside HVHZ.Yes FLISQ12 R4 11 Supplemental Instructions Pan s.odf Impact Resirtant:No Verified-By:John E.Scates,P.E. FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional door's provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108. FLIS012 R4 AE FLIS012 Eval Rept pan r4 s.ndf See drawing FZ6-16-01315 for pressures and widths FL15012 R4 AE FZ6-16-01315-rev2017s.r)df +40-1(psf)/-44.7(psf)at I2'-00"through Created by Independent Third Party:Yes +13.4(psQ/-14.9(psf)at 24'-00" 15012.20 rhl;2240,2241,2250-,2251,4240, UP,to.16:-00Wide by,201'high-steel sectional door with or 4241,4250,4251,5240,5241, without polystyrene insulation. II 5250,5251 Limits of Use installation Instructions Approved for use in HVHZ:No PLIS012 R4 11 Jam I b Attach Drawings s.pdf Approved for use outside HVHZ:Yes EL15012 R4 11 Supolemental Instructions Pan s.r)df Impact Resistant.Yes Verified By:John E.Scates,P.E.FL-51737 Design Pressure:+30.61-34.1 Created by Independent Third Party:Yes Other.Sectional doors provided for potential"code-plus' Evaluation Reports j. applications. Large.Missile impact(9 pound missile)and.cycling. FL15012 R4 AE FL1561 2 Eval Rept pan 64 s.pd li tests conducted id accordance.With.fiNST/DASP4:U5,ASTM. FLIS012 R4 A FZ61-16-01515s.Dd E1886 and ASTM E1996.Static tests conducted in accordance Created by Independent Third Party:Yes with ASTM E330 and ANSI/DASMA 108.See drawing.FZ61-16- 01515 for pressures+30.6(psf)/-34.1(psf)at widths up to 16':.00" Go to Page Page 1 2 axclt F --I ii -ittpv://www.fforfdabEafdfn q (pr1pr 9- rg _.ppp:_dU-.aspx?param;=wGEVXQwt0quS73FrgZyiPqcO/*2bhldl:GcBBNsSnnrwiWTBuyP/62b192zShagP/ot3d%3d- 4 3 2 i 16-0"(see notes for other widths) Window Options: 4D Optional Standard Lites 3B intermediate 1/8" DSB (see window options) 2 hinge IC 1/4" Tempered Glass 2 I/4" Polycarbonate D !op fixture 7116"Insulated Glassflag 7/16"Tempered Insulated Glass D bracket Max daylight opening 39-3/8 x 12-12" ED IEDOE�t2l ED 4D end slile 7' 1E 2 313 track Door Heigh "'t f 2 bracket a a :F cd end hii)gp 6'-6"to 74" 4 7 3 C ' ' 74'to 8'-Q" 5 9 4 C 4A 8'-3"to 8'-9k, 5 9 1 4 2 bottom f jriture 9'-0"to 10'-611 6 11 5 10,-9„to I2,-3" 7 13 6 24'to 14!411, 8 15 7 3A �2A 2 �.2 14'-3"to 15'.21' 9 17 8 This door has been evaluute4i io accordance with ASTrif E 3311.02 and ANSTlDASMA 108-02 aittl!US-05. strut attachmtmr strut 164"to IT.6" 10 19 9 Supporting structural etemopis to be designed by registered professional engineer For specified Wind loads. 174"to 19'.3" 11 21 10 If door is not electrically opgrsted,a lock must be installed. Maximum door height: 201,0" Maximum section height 21" 19'-6"to 20'.0" 12 23 11 Per ASCE 7-10,Design Pressures(DP)typically meet or ex4gg q the requirements for the followh)g Wind speeds. Track bracket quantities shown are for use with B These exposure"B"wind&peeds are for Thigh doors on�0'tali buildings. grade 2 or better stgnbem pine jambs.When usin g softer wood species Ilkb spruce-pine-fir(SP1F)use Width Design Pressure Wind Speed W ndows Center Stiles `„ !jl g�j the quantity of truck brackets specified In the chin 24'-00" 13.4 s -14.9of) 122(mph) RS 9 ��� S �// plus three track brackets per side. 22'-00" ISJ( s (-l7,7 s 133(m h Y}1S 9 .a-�°�?` 21'-00" 17.5 s 10;4 s 140 ro !i) ES 9 t*` �d`,•���Ns;�� aS Supplemental Instructions contain details 20'-O6" I8.3 sf)/-20.4' sfl 143(mph) Y13S 9 � 'ie ,�a 1 for doors up to 20'41"high.These are required in 20'-0U" 19.3(psf)/-31',4(psf) 146(mph) YES 9 addition to this drnwiu) for installation.Always 19'-06" 20.3 s -22,6 sft 150 m h YE. 9 .�"„ a No.51737 i. ,; use supplemental igstipctions in addition to this John E.&spies,P.E. r e drawing during dogr Installation. 19'-00' .213(Ps / 23,8 sfl 154 m h YES 9 3121 Fai ate Drive " ' "� IT-06" 22.5 s / 25;1" s 158(m h). YES 9 �w g4r i `� tits Carrollton,Texas 75007 �,��.� a'Q.° 18'-00" 23.8( sfl( 2b S( sfl I62(m h Y1:S 7 .3 `�aU� 17-06" 25.2 s 28,0' sfl 166(mph) YES' 7 FloridaP,E,# 51737 '���� �1r s�q ` `o °�° 04-09-2015 17'-00" 26.7(psf) 29,7(psf) 171(mph) YES 7 Digitally signed by John E.Scates P,E, ��+���0��®p.�1��` Models 2240,224 1,;250,2251,4240.4241, 4250,42Si,5240,5241,5?St}525t A A 1b'-00"' 30:1(psf)] st l8l m n) Yes 5 Date,2017.10,1.612:38205-05'00' ,�/ SS`s----" �*4R 15'-00" 32.I sl) -35.7 s 193(mph) YES 6 // IONAC �V 40A(psf)/-44.7(psf)at 12'-00"through 14'-00" .34.4(psf)/-38,3( si) 193(mph) YES 5 FL �(�Myr rtj M 117il'r I�110\1 13.4(psf)/-14.9(psfl at 2d'-00" I3'-00" 37A st}/-41,2(psi) 199(m h YES 5 �J u[!. (�! 12'-00" 140.1(psi)I-44,7.(psf) 1207(mph) YES 1 5 C.H.LDrawin F26-1b-013I5 Center stile quantity minimum per section. Professional Engineer's seal provided only for verification of windtoad construction details page 1_tif_2 4 3 Alk 2 i 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 I/4"x 314"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 660 a� push nut minimum 8d nail or 2-1/2"long screw on 5 spacing. 5/16"x 1-5/8"wood Iag {,034}end stile Stop molding not-required when door is more than l"wider than opening. screws. o nominal(.0185)galvanized steel minimum Flag bracket attached to horizontal track 1 with two 1/4"x 5/8" (.109)galvanized steel top track bolts and nuts. fixture.Each fixture attached a� C with two 1/4"x 3/4"screws. C (.034)center stile 2"(min)x.4485(misr Flag bracket attached to ti push nut galvanized steel track vertical track with two 1/4"' p x 5/8"track bolts and nuts. 9 (.434)end stile Fnd Hinge ® Intermediate Hinge Or two 1/4"x 11/32"rivets.. galvanized steel fastened (.058)galvanized steel (,t p2)galvanized steel track to section with Q fastened io section with bracket fastened to wood-jamb e six 1/4"x 3/4"screws. four 1/4".x 3/4"screws. with one 5/16"x 1-5/8"wood Optional low head rooryt to bracket 0 lhg screw per bracket: T O P p Push nut 2"(max.for(.069)-thick) 2 3/4" 2 314„ 4"(max.for.109 thick) Each ttack .bracket attached with ]3 ane,ljq"x 5/8"track bolt and nut. B Car two 1/4"x i Ij32"rivets, nominal t712"(min.) �—.-I--3:112"(min:)stern 10(min.)bgll roller l with nylon or steUl knead. `V �%�� P E push nut 3" Nx gate Drive "t �-11/ john E.States, ao� 1-7/8" ti'���© N'06"Sg% � �/� Carrollton,3121 rTexas 75007 t ° d 'Florida P.E.1# 51737 1�101 0 Each tdo,W737 r v o ID 0 1/2" Mor ( (U� (� (;i02)galvanized steel .05150 ksf galvanized steel ; - lJat iLloUo® �on nus edbottl/4" 3/4'om tsews. (.109)-galvanized 04-09-2015 3"strut attached with two 1/4"x 3/4" �*'0 �• STAfE OF r lIf bracket Attached with four .� s f 10"e Models.2240,2241,2250,2251.4240,4241, screws per stile or hinge plate. I� �, ea A g, anizcd steel bottom /,,�0,� �C�O��pP;.°yQAy" `.�, _ 4250.42St.5240,5241.5250,5251 A bracket Each bracket attached �/ � "e..• F,` �� 40.1(pst)/-44.E(Pst)at.12'-00"through push nut with four red 1/4"x 3/4'•screws, �// ��C?11iPa�. g \t 13.4(pst)1-14.9(pst)at 24'-00" Vinyl Aluminum extrusion Optional low head-room bottom bracket FL ��� �� 11hu����,� weatherstrip - C.H.I.Drawing: FZ6-16-01315 Professional Engineer's seal provided only for verification of windlbad construction details page-2 of-21 4 3 2 1 Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong Tie. keep each area clear of 1TGV RamsetJ Redhead Tapcon,114"diameter,minimum 3.5"long with washer that conforms to ANSI 818.22.1 type B, any back jamb attachment fasteners j ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18:?2.1 type B. p -+ Simpson Then HD,3/8"diameter,minimum 4"long with w.nsher that conforms to ANSI B18.22.1 type B. 61. 3'. Simpson Wedge-Alf,3/8"diameter,minimum 4"long with washer that conforms to ANSID18.22.1 type B. 8.1 o When applying back jambs over dry wall or other non structural wall covering,use longer fasteners to insure minimum embedment required. 1 header Z This chart applies to wood species with specific gravity greater than or equal to 0.42 includ ng spruce pine fir(SPF)and southern pine(SP). SO 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 I Tapcon strong-Tie DOOR WIDTH(feet and inches)at given DESIGN PRESSURE(PSF) 1/4" 1 4"13/8" 3/8 3/8"13/8" 14psf 17psf I 20psf 24psf 28psf I 32psf 36 sf 40psf I 44 sf 48psf 53 sf"58psf 63psf 69 sf 75psf 81psf 87 sf 93 sf 24 24 24 24 24 24 22'-9 18'-9 15'-I1 13'-3 11'-4 9'-11 8'-10 T-11 T-3 6'-7 6'-0 5'-6 5'-0 4'-7 W-3 3'-11 n/a n/a 24 22 24 24 24 24 24'-3 20'-0 17'-0 14'-1 12'-1 30'-7 9'-5 8'-6 T-8 7'-0 6'-4 5'-10 5'-4 W-11 4'-6 4'-2 n/a n/a 24 20 24 24 24 16 2W-6 21'-9 18'-6 15'-5 13'-3 11'-7 10'-3 V-3 8'-5 T-8 7'-0 6'-4 5'-10 5'-4 4'-il W-6 4'-3 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 W-11 6'-5 5'-10 5'-4 4'41 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 T-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 T-7 6'-11 6'-4 S'-11 1 W-6 5'-1 24 15 24 17 16 16 36'-3 29'-101 25'=4 1 21'-2 28'-1 15'-10 14'-1 12'-8 11-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 W-3 1 5'-10 5'-5 Highest anchor installed at 22 13 24 16 16 8 n/a 32'-3 27'-5 22'-10 19'-7 1T-1 15'-2 13'-8 12'-5 11'-5 10'=4 9'-S 8'-8 7'-11 7'-3 6'-9 6'-3 5'-10 least as high as door opening. o 21 13 24 1 15 16 8 n/a 33'-10 28'-9 24'.0 20'.6 18'-0 16'-0 14'-4 13'-1 12'-0 10'-10 9'.11 9'-1 8'.4 T-8 T-1 6'-7 6'-2 Anchors to be evenly spaced between 19 12 24 1 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 W-4 7`-8 7-2 6'-S the header and the floor. 16 10 24 1 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'-5 9'-7 8'-10 8'-3 7'-8 1610 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 1 10 8 S n/a n/a I n/a 35'-9 30'-8 26'-10 23'40 21'-5 1 19'-6 1T-10 16'-2 1W-9 13'-7 12'-5 11'-5 10'-7 9'-10 9'-2 10 12 7 20 1 9 8 8 n/a n/a I n/a n/a n/a 30'-11 2T-5 24'-8 22'-5 20'-7 18'-8 17'-0 15'-8 14'-4 13'-2 12'-2 1T-4 10-7 2x6 structural grade lumber. 11 7 20 1 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 counterboted 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/6 n/a 32'-0 29'-1 26'-8 24'-1 22'-0 20'-3 18'-6 1T-0 15'-9 14'-8 13'-9 flush mounting surface. 8 n/a 13 6 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 6 O 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 321-4 29'-7 2T-3 24'-10 22'-10 21'-2 19'-8 18'-5 2500 psi concrete Filled CMU 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf First anchor to start at no more than ITW Tapcon ITW LDT Tureen wedge-DOOR WIDTH(feet and inches)at agiven DESIGN PRESSURE(PSF) half the fastener spacing distance and no less than the minimum edge distance. 1/4" 1/4" 3/8" 3/8" 3/8" 3/8" FASTENER DIAMETER 1.75" 1.75" 2.5" 2.5" 2.75" 2.68" EMBEDMENT LENGTH o 1-1/8" 7/8" 1-1/2" 1" 1-1/8'1-1/8"WASHER DIAMETER 2-1/2"2-1/2" 3" 3" 4" 4" EDGE DISTANCE �``� ` i /���® Supporting structural elements shall be designed by a registered 5084 319# 859# 371# 4809 340# FASTENER LOAD CAPACITY ��a �. �t�AP p`� professional engineer for wind loads in addition to other loads. �� �1•••• -„,� •' 0� This drawing does not address the jomb/wall design,but only door .� ���+ $� h�” �/ anncliment.Jambhvatl construction is sbown only for illustration 14 a `e purposes. The building designer is responsible for ensuring that die It ® jamb1twil is sufficient to curry the door live and static toads.This j NO'-51737 s t ,� drawing does not address the spring pad connections. Registered Digitally signed by John E.ScateS,P.E. r j* ® professional engineer may approved an alternative design. Manufacturer's installation instructions must be followed, Date:2015.02.2416:32:57-06'00' LessMaximum spacing shown in chart. � �� STATE OF O�� 13WC31 nn oOsea none john E.Scares,P.E. �+ ,Lesser spacing may be used to avoid interference with door hardware 3121 Fair ate Drive r° '"eDATE2-�8-2Q15 and orfustening system,butnot less than G. g / 0 . R Q':��. `a CSL-1C� Carrollton,Texas 75007 Z � `oma LOR��.• } �O e e o 0 Load per jamb=0.5 x door width x max positive pressure x door height. Florida P.B.#51737 �'�►� 8"CMU block walls shall comply with ASPM C90. TXPE 56308,F-2203 P/ �A�' tConcrete Anchors N Back Jamb Attachment Detail Use minimum 2000 psi grout or concrete when filling CMU. 0�/��)' �� CMU fastener spacing distance ratty vary+/-1". ( Professional.Engineer's seal provided only for verification of windioad construction details. C.H,1, Drawing: BJA-101 I Rev.-07 Self tapping screws (with steel) Screw:114"dia x 3/4"self tapping screw;must conform to ANSI/ASMEBI8.2.L .100"x 1"fillet Welds. USE 9116" ]4bra;cket %6""steel Jambs;allowable food per screw=444 lbs. Welds performed by a Certified Welder or inspected by a MINIMUM Certified Wading Inspector to verify integrity ofwelds. DIAMETERack Allowable lard per screw;i2 gauge=2U9 IGs,14 gauge=143 lbs,and 1G gauge=llU lbs. � s Optional Washer.9/16'O.D.minimum;most conform to ANSI BI$22.1 a A. I_gauge or�v"steel Jambs;allowable lea per weld=3,2721bs revers WASHER IF Or P OT Use all necessary precautions when welding galvanized steel. SCREW HEAD Washer not required if fastener head has minimum 9/16"outside diameter. 011S Welds to ba evenly spaced between headerand floor. ang IS LESS TITAN Lowest fastener to be within 10-inches ofthe floorLowest tvcld to lac within 10-inohes ofthe floor 9/1G"llIAMCTERZvi Maximum spacing shown in chart Lesser spacing may be used to avoid interference Minimum of 3crarab.welds required. with door component system. P 1 Add holes to continuous tingle as required to satisfy fastener spacing in these chars Pillet 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 height Cracks and blemishes shall be ground to a smooth SCREWS _SCREWS SCREWS WELDS I SCREWS WEIRS contour and checked to ensure Soundness. r 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 17psf I 20psf 24psfrN-1 32psf 36psf 40psf 44psf 48psf 53psf 24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7 3'-5 3'-0 n/a n/a n/a n/a 20 26 36 36 36 36 9'-5 7'-9 6'-7 5',6 4'-1 3'-8 n/a n/a n/a n/a track bracket or 18 24 36 36 36 36 9'•11 8'-2 6'-11 5'-9 4'-4 3'-10 n/a n/a n/a n/a continuous anglIn/lan/a e angle 16 20 30 36 36 36' 11'-9 9'-8 8'-3 6'-10, 5`-1 4'-7 4'-1 n/a n/a n/a 14 18 26 36 36 '36' 13'-5 11'-1 9'-5 T-10 5'-16 5'-2 4.'-8 4'-3 3'-11 n/a 12 16 24 36 36 36 14'-1112'-3 10'-S 8'-8 T-S 6'-6 S'-9 5'-2 4'-9 4'-4 3'-11 12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2 7-10 6'-10 6'-1 5'-6 5'-Q 4'-7' 4'-1 9 12 17 36 36 36 20`-5 16'-9 14`-3 11'-1110'-2 8`-11 T-11 T-1 6'-6 S'-11 5'-4 4'-11 4'6 4'-1 . xIlongrtiletweld 8 10 16 36 34 36 22'-4 18'-5 15'-8 13'-0 11'-2 9'-9 8'-8 7'-10 T-1, 6'-6 5'-10 5`-4 4'-11 4'-6 4'-2 n/a n/a n/a (E60XX Electrodes Min). 7 10 14 36 31 36 24'-6 20'-2 17'-1 1:4'-3 12'-3 10'-8 9'-6 8'-6 7'-9 7'-1 6'-5 5'-11 5'-5 4'-11 4'-6 4'4 3'-11 n/a Weld to;be located vertically on angle at spacing specified in chart 6 8 12 36 25 36 29'-10 24'-7 20'-1017'-5 14'-1113'-0 11'-7 10'-5 9'-6 B'-8 1-10 T-2 6'-7 6'-0 5'-6 5'-1 4'-9 4'-5 and tuck weld toe of angle or 6 7 11 36 24 36 31'-5 25'-10 22'-0 18'-4 15'-8 13'-9 12'-2 11'-0 10'-0 9'-2 8'-3 7'-7 6'-11 6'-4 5'-10 S'-5 5'-0 4'-8 track bracket at some spacing, n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'-10 20'-5 17'-1015'-1014'-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'-S 10'-6 9'-7 8'-10 81-2 71-7 7'-1 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 17'-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 12'4 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'-6 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 27'-7 25'-S 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'-11 25'-0 23"-5 n/a n/a n/a 12 n/a 12 nn/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 31'-4 29'-2 27'-4 scREws scRt¢ws scREws WELDS scREws wElos !DO®R 17psf 20psf 24psf 28psf 32psf 36psf 4opsf 44psf 48psf 53psf .58psf 63psf 69psf 75psf Sipsf 87psf 93psf 16ga 14ga 12ga 12ga 3/16" 3/16" WIDTH(feetandInches at a given DESIGNPRESSURE.(PSF) Alternative design may be approved bya jamb Jamb Jamb amb jamb jamb licensed professional engineer. ATTACHMENTSPACING(inches) {{{{{ec+t Supporting structural clemetnsshaflbe Sion 1431l 209# 1272# 4440 1 12729 1��`1{�I. ��l designed,by a licensed professional engineer ALLOWABLE LOAD PER SCREW(pounds) `�13�i �- �+�r� ���� far wind loads in addition to other loads, „ /� This drawing does not address the Jumblwall •••'���'" 811w`+++ / design.but only door attachment.Jamblwall ��+ �• +� construction is shown only for illustration s� • y ; purposes.The building.designer is responsible `?- t4o,5'73/ • for ensuring that the jamblwall is Sufficient to .�".. i —e carry the door live and static loads. TOM SCAtESTATE OF a - � ��0none. John E.Scates,P.E. .r"' t Ott•" • �pry ❑00(� DATE �1;.-11"air ate Drive 0�"' % h 1?. 1 Y+Y'� D V N E D R e'a S Carrollton,Texis 75007 �//� `-. ORtb• ��`►moo`► T ori 56 OS 51737 /Ili;/9/01NA%-��1Steel Attachment Detail // t Professional Engineer's seal provided only for verification of windload construction details. tC711I,Drawing: BJA-103 Rev'.-07