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HomeMy WebLinkAboutProduct Approval 3/712M Florida Building Cade Online w • r BCIS Home ( Log in User Registration Hot Topics SubmltSurcharge stats&Facts ( Publications i FBCStaff f BCIS Site Map`4 links 'Search Florida Product Approval ` re USER:Public User Product Approval Menu>Product,or Application Search>Application List>Application Detail RECEIVED E C E I\J E D FL FL15012-R4 v WamiapaxApplication'type Revision SEP 14 2 Q 18 Code Version 2017 Application Status Approved ST. Lucie County Permitting Comments Archived 4 Product Manufacturer C,H.I.Overhead Doors Address/Phone/Entail 1485 Sunrise Drive Arthur,IL 61911 (217)543-2135 Ext 4273. windloadengineering@chlohd.com Authorized Signature Pat Hunter windioadengineer'ing@chlohd.com Technical Representative Address/Phone/Email }� I LE All"' OPY Quality Assurahce Representative G' Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies f( Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida 4 r Professional Engineer Evaluation Report-Hardcopy Received ii Florida.Engineer or Architect Name who developed John E.ScaYes S the Evaluation Report i t Florida License PE-51737 Quality Assurance Entity Architectural Testing,'Inc.,an.Iritertek company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gordon Thomas,P.E. Validation Checklist-Hardcopy Received }} i Certificate of Independence F 1L 5012 R4 COT Cert Ind Scates sz,,pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2405 y ASTM E1996 2009 ASTM E330 2002 i DASMA 108 2012 DASMA 115 2012 Equivalence of Product Standards t Certified By Florida Licensed Professional Engineer or Architect FL15012 �C_guiv Equlvalence of Standards "CHI s.Ddf Sections from the Code https://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhld1GcB6NsSnnrwlwTBuy%2bl92zShag%3d%3d 1/6 317/20ig Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/04/267 Date Validated 10/19/2017 Date Pending FBC Approval 10/23/2017 Date Approved 12/12/2017 Date Revised 02/08/2018 Summary of Products i Page 1/2 Go to Page FL# Model,Number or Name Description 15012.1 kfL;2240,2241,2250,2251,4240 06'-00"wide through 09'-06"wide by 20'high steel sectional 4241,4250,4251,5240)5241, door with or without polystyrene insulation. 5250,5251 Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS012R4 I-IJamb Attacfi Drawings c_pfff Approved for use outside HVHZ:Yes FL15012 g4 LS _L _gp -0 pjementa Instructions Pa _5. _df J_L Impact Resistant:No Verified By:John E.Scates,PE FL-51737 Design Pressure:NIA Created by Independent Third Party:Yes Other,Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108. FLIS012 -a_1ReI2_1_QA0_L4 &Rd_f See drawing FZ4-09-013L5 for pressures and widths FLIS012 R4 AE 4-0 =O L5s (if +34.8(psf)/-39.3(j5sf)at 06'-00"through Created by Independent Third Party:Yes +20.8(psf)/-23.5(psf)at 09'-06". 1 15012.2 kgL;2240,2241,2250,2251,4240 06'-00"wide through 10'-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 Approved for use in HVHZ: No FLIS012 11-1 ]a m b Attac Drawin Approved for use outside HVHZ:Yes FLIS012 14 11up lemental Instructions Pan 5__p pdf 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 windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108. FLIS012, R4 AE FL15012 Eval.Rept.pA_n_c4E..gff See drawing M-0970131-5 for pressures and widths FL15012 R4AE F5-09-013LSs,pdf +41.0(p9f)/-46.2(psf)at 06'-00"through Created by Independent Third Party: Yes +22.1(psf)/-24.9(psf)at 10'-00". 15012.3 khI;2240,2241,-2250,2251,4240, up to 09'-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 for use in HVHZ:No FL15012 R4 II I-am-b Attach-Draw'095-1i.pdf Approved for use outside HVHZ:Yes FL15012 K4_1j_Supplemental InstEuctionsPa S.pd Impact Resistant:Yes Verified By:John E.Scates,P.E.FL-51737 Design Pressure.-132.0/-36.2 Created by Independent Third Party:Yes Other:Sectional doors provided for potential"code-plus" Evaluation Reports applications.Large Missile impact(9 pound missile)and cycling F 15012 R4 AE FL15012 Eval Refit naj3_r4 &pdf tests conducted in accordance with ANSI/DASMA 115,ASTM FL 5012_g4�_AEFZ6I-09-01515s.pd E1386 and ASTM E1996.Static tests conducted in accordance Created by Independent Third Party:Yes with ASTM E330 and ANSVDASMA 108.See drawing FZ6i-09- 101515 for pressures 32.0(psf) 36.2(psf)at widths up to 091-001, 15012.4 kiL; 2240,2241,2250,2251,4240, 06'-00"wide through 09'-02"wide by 20'high steel sectional 4241,4250,4251,5240,5241, door with or without polystyrene insulation. 15250,5251 Limits of Use Installation Instructions Approved for use in HVHZ:No _FL15012 K4 11 lamb Attach n QjpwI_gg_§._ pdf Approved for use outside HVHZ:Yes _FL15012 H_11 Supplemental Instructions gns ean a.gdf 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 windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108. FL1501 See drawing FZ7-09-013LS for pressures and widths FLIS012 P4 AE_FZ7-09-013LSs.Dd +54.0(psf)/-60.9(psf)at 06'-00"through Created by Independent Third Party:Yes +34.7(psf)/-39.1(psf)at 09'-02" https:/Iwww.floridabuilding.orgtprlpr_app__jdU.aspx?param--wGEVXQwtDquS73Fr2ZyiPqc%2bhldlGcB6NsSnnrw]wTBuy�/�2bl92zShag%3d%3d 216 4 3 2 I Window Options: 1/8" DSB 1/4" Tempered Glass 1/4" Polycarbonate D 9'-0"(see notes for other widths) 7116"Insulated Glass D 7/16" Tempered Insulated Glass Max daylight opening 39-3/8 x 12-1/2" Optional Liles (up to+44.3/-51.5 pst) 4D (see window options) 10 Max daylight opening 16-3/4 x 10-1/4" 2 (up to+50.7/-57.5 pst) top fixture end hinge flag fixture 4D doorbeight r, end stile 6'-6"to T-0' 4 5 3 C 7' IB 7'•6"to 8'-0" 5 6 4 C v track 8'-3"to 8'-9" 5 7 4 313 bracket 9'-0"to 10'-6" 6 8 5 7 10'-9"to 12'-3" 7 10 6 R r R I2'-6"to 14'-0" 8 11 7 4A 14'-3"to 15'-9" 9 13 1 8 bottom fixture Lj 16-0"to 17W 10 14 9 17-9"to 19'-3" 11 16 10 3B 3A 2A I9'-6"to 29-0" 12 17 11 B 2 2 2 Track bracket quantities shown are for B iuse with grade 2 or Heuer spruce-pine-fir intermediate hinge strut attachment strut (SPF)or southern pine jambs. is dour s been in accordance with -02 nd 168-05. SuppertingAstructural elements to be designed by registered red p(rofessi nal engineer for1specified awind loads. ````l,�a� l SGq for dooruSupplemental 20�0"high.tvThese are reqils uired in If door is not electrically operated,a lock must be installed. `�` ��'`�oS N$&��`S+ W., addition to Bus drawing or installation. Always Maximum door height: 20'-0" Maximum section height: 21" +� No.W737 :1 "+�. use supplemental instructions in addition to this Per ASCE 7-10,Design Pressures DP t John E.Scales,P.E, drawing during door installation. gt ( }typically meet or exceed the requirements far the fallowing wind speeds. * I rlr These exposure"B"wind speeds are for Thigh floors on 30'tall buildings. 3121 Fairgate Drive `{r�' , � ran Carrollton,Texas 75007 �Ki�, STAtEOf 104Z Width o dO�o wre ntS Width Desi n Pressure Wind 8 e d Windows Center Stiles Florida'P.E.#517370 09'-02' % �`. P.•�.�� o 01-09-20!5 i,,A' LORtt3,• g v 2240.2241,2250.2251, A 08'-0609'-00" 38.1 t s 36.0 i)/ 43.0( st) 194(mph) YES I YES 1 r/V/j;'''I ON 11 a\\X models:4250,4251,5240,5241,5250,5251 A 0&-00" 40.5(psi)/-45.7(psi) 204(mph) YES 1 54.0(pst)/-60.9(psi)at 06'-00"through 07-00" 46.3( sf)/-52.2( s 217(mph) SEE NOTES 1 �j j D Digitally signed b John E.5cates,P.E: 34.7(pst)/ 39.1(psf)at 09'-02" 06-00" 54.0( f)/-60.9(psi) 232(m h) SEENOTES 1 Rti 601282 Datta: 73,57:52-05'00' Center stile quantity is minimum per section. C.H.I.Drawing: FZ7.09-013L5 See window options for mom pressure restrictions based on window usage. Professional Engineer's seat provided only for verification of windload construction.details page I_of_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. The vertical wood jamb fasteners may be,counter sunk to provide,a flat mounting surface, (.059)g'ulvanized steel top See jamb attachment details for more information about attaching jambs to structure. (,086)galvanized steel D fixture,Each fixture attached D with four 1/4"x 3/4"screws. flag bracket fastened m 2"x 7Jlb".(nominal}stop molding to be secured with o 0 o a® . o wood jamb with three minimum 8d nail or 2-1/2"long screw ori 5"spacing. 5/1:6"x 1-5/8"wood tag push not Stop molding not required when door is more than 1"wider than opening. screws. nominal(,0185)galvanized steel minimum (,034}end stile Flag,bracket attached to horizontal track with:two 1/4"x 5/8" (.109)galvanized stceltop track bolts and nuts. fixture. Each fixture attached C with two l/4"x 3J4"screws. (.034)center stile 2"{min}x;045(min). C galvanized steettruck Flag bracket attached to Il vertical track with two 1/4" 9 push nor x 5/8"track bolts,and nuts. Or tivo 1/4 x 11/32"rivets. (.034)end stile ® End Hinge 9 Intermediate Hinge (.102)galvanized steel track galvanized sleet fastened (.0:58)galvanized steel bracket fastened to wood jamb. to section with fastened to section with with one 5/16"x 1-5/8"wood e u four 1/4"x 3/4"screws, four 1/4"x 3/4"screws. lag,screw per bracket. Optional low headroom top bracket 8 push nut 2-3/4" Each track bracket attached with $ 2 {max.for.0S8 thick)—«.� 2-3/4„ one 1/4"x 5/8"track boltand nut: 13 4"(max,for.109 thick) I Or two 1/4"x 1 I/32"rivets. nominal-0 2"(min.) I 10(min.)ball roller 3-1/2"(min,)stem John E.Scates,PZ with nylon or steel tread. I I push nut 3" j 3121 Fairgate Drive Carrollton;Texas 75407 ❑o c ^- l-7/8 � 1V-SC4 N/'j� Florida P E.#51737 C ` "JQ.•V.NGEN®F•s V DDD o (.102)galvanized steel bottom ID` 0 1/2" = ' (�❑ a ❑ oo a nts bracket Each bracket attached M t tdo.51737 �� U ."1� 04-09-2015 with four red 1/4"x 3/4"screws. 051 54 ksi galvanized steel * * „�.` Models:2240,2241,2250,2251,4240,4241, A (.109) feel bottom 3„strut attached per stiletor hinge plate. ��Q,ts�;•. COktOP t3\q'� 54.0(pst}/$609(pst}at through A 5241,5250 push nut galvanized ` ough Vin 1 bracket Each bracket attached //�! ON`1 ��� 34.7(pst)/-39.1(pst)at 09'-02" y Aluminum extrusion with four red 1/4"x 3/4 screws. C.H.I.Drawinb CL7-09-OtaLS weatherstrip Optional low headroom bottom bracket' " p. Professional Engineer s seat provided only for verification of windload construction details page-2-of-2 4 3 Alk 2 1 Anchor:171'W Tapcon or Tapcon LDT or Simpson Strong-Tic. keep each area clear of any back Jamb ITW Ramset/Redhead Tapcon,114"diameter,minimum�3.5"long with washer that conforms to ANSI B18.22.1 type B, attachment fasteners ITW Ramset/Redhead Targe Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI 1118.22.1 type B. y Simpson Titen HD,3/8"diameter,minimum 4"long with washer that conforms to ANS.IB18.2-11 type B. 3 Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18:22.1 type B. 8" 6r When applying back jambs over dry wall or other non structural wall covering,use longer fasteners to insure minimum embedment required, header This chart applies to wood species with specific gravity greater than or equal to 0.42 including spruce pine fir(SPF)and southern pine(SP). See chart for minimum washer diameter. Washer diameters in chart arc 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 cite floor and less than 10-incites from the floor. I _ - FASTENER SPACING(inches) 2500 psi concrete Fitted CMU Simpson ITW Tapcon Strong Tie DOOR WIDTH.(feet and inches)at a given DESIGN PRESSURE(PSF) 114- 1/4" 3/8" -3J8. 3/8" 3.g" 1Apsf 17psf 20psf 24Its f Z8 Sf 32psf 36psf 40psf '44psf 48psf 53psf 58psf ,63psf 69psf 75psf 81psf 87psf 93psf 24 24 24 24 24 24 22'-9 18'-9 15'-11 13'-3 11'-4 9'-11 8'-10 T-11 T-3 6'-7 1 6'-0 5'-6 5'-0 1 4'-7 4'-3 X-11, n/a n/a 124 22 24 24 24 24 24'-3 20'-0 17'-0 14'-1 12'-1 10'-7 9'-5 8'=6 7'-8 7'-0 '6'-4 S'-10 S'-4 4'-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 5-10 5'-4 4'-11 4'-6 4'-3 3'41 24 18 24 22 24 16 28'-10 23'-9 20'-2 16'-10 14'-S 12'-7 11'-2 10'-1 9'-2 8'-5 7'-7 6'-11 6'-5 5'-30 5'-4 W-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 T-0 6'-5 5'-11 S'-5 5'-1 W-9 24 15 24 18 24 16 34'-3 28'-2 24'-0. 20'-0 17'-1 151-0 13'-4 22'-0 10'-10 10'-0 9'-0 8'-3 7'-7 6'-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 14'-1 12'-8 11'-6 10'=7 9'-7 8'-9 8'-0' T-4 6'-9 6'-3 5'-10 5'-5 Highest anchor installed at 22 13 24 16 16 8 n/a 32'-3 27'-5 22'-10119'-7 17'-1 15'-2 13'-8 12'-5 11'-5 10'-4 9'-5 8'-8 T-11 7'-3 6'-9 6'-3 5'-30 least is high as door opening. o 21 13 24 15 16 8 n/a 33'-10 28'-9 24'-0 20'-6 18'-0 16'-0 14'-4 13'-1 12'-0 10`-10 .9'-11 9'-1 8'-4 7'-8. 7'-1 6`-7 6'-2 Anchors to be evenly spaced between 19 12 24 14 16 8 n/a n/a 31'-4 26'-1 22'-5 19'-7 17'-5 15'-8 14'-3 .13'-0 11'-10 10'-9 9'-11 9'-1 8'-4 T-8 T-2 6'-8 the header and the floor. 16 10 24 12 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0. 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-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'-10 14'-4 13'-1 12'-1 11'A AW-1 9'-4 8'-9 .8'-2 14 8 24 1D 8 8 n/a n/a n/a 35'-9 30'-8 26'-10 23'-10 21'-5 19'-6 1T-10 16'-Z 14'-9 13'-7 12'-5 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 1T-0 15'-8 14'+4 13'-2 12'-2 11'-4 10:-7 2x6 structural gtadciumber. 11 7 20 8 8 1 8 n/a n/a' nfa n/a nfa 31'-10 28'-3 25'-6` 23-2 21'-3 19'-2 1T-7 16'-2 1 14'-9 13'-7 12'-7 11'-8 10'-11 May be counterbured up to 3/S"deep 10 6 17 7 8 n/a n/a n/a n/a n/a nfa n/a 32'-0 28'-9 26'-2 24'-0 21'-8 19'-10 18-3 16'-8 15'-4 14'-2 13'-2 12'-4 at each anchor location to provide a 9 n/a 16 6 8 n/a n/a n/a n/a, n/a n/a n/a' n/a 32'-0 29'-1 26'-8 24'-1122'-0 20'-3 '18'-6 17'•0 15'-9 14'-8 13'-9 flush mounting surface. 8 n/a. 13 6 n/a n/a n/a 'n/a n/a n/a n/a n/a n/a n/a n/a 30'-11 28'-0 25'-7 23'-6. 21'-6 19'-9 18'-3 17'-0 1S'-11 n/a n/a 12 In/a n/a n/a n/a n/a I n/a n/a n/a n/a n/a n/a n/a n/a ' 32'-4 29'-7 27'-3 24'-10 22'-10 21',2 19-8 18-5 ° 0 2500.psi concrete Filled CMU igpsf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf. 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf p First anchor to start at no more than Titan Waage.DOOR WIDTH feet and Inches ata iven DESIGN PRESSURE PSF half the fastener spacing distance and ITW Tapcon ITW LDT NP Aft ( ) 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 1-1/89 7/8" 1.1/2" 1" 1-1/8'1-1/8"WASHER DIAMETER Z-1/2"2-1/2" 3" 3" 4" 4" EDGE DISTANCE ��` �!j j�, Supp ding structural elements shall be designed by a registered 508# 3196 8591! 371# 480# 340# FASTENER LCAD�CAPACITY `�� �. �rq�. �� Thisprofessionaldrawing engineer for wind toads in addition to other lends.only w fi' /� Thus drnwung docs not address tduc jamblwall design,but only door �! ,fid,yeGHs �`o� ✓/ altachmcnt Jamb/wall construction is shown only for illustration ,'�'y► , �`� purposes,The building designer is.responsible for ensuring that the �• No•�J9 V ✓ jamblwallds sufficient to cant'the door live and static loads.This i drawing does not address the spring pad connections. Registered Dig itally Signed by John E.Scates,P.E. —. j* ,�.. professional engineer may approved an alternative design. Mauufat turet�s installation instructions must be followed. Date;2015.02.2416:32':57-06'00' 1Mt * '(�: scALE Maximum:spacing shown in chart. a ,p ,• gTArI,UP 11"A ,�� O ODD clone John E.Scales,P.E. Lesser spacing may be used to avoid interference with door hardware �1 . i ' rti JJATtc 3121 Fairgate Drive �( .LO��Q'�' ; a �MM 2-18-2015 and or fastening system,but not less than 6 , / �(� .fi �, e o " Carrollton,Texas 75UU7 Load per jamb=0.5 x door width x max positive pressure x door Height. Florida P.E.4151737 ����SS' f�'\,�► 0 bNA� 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. ��� ``e Concrete Anchors CMU fastener spacing distance may vary+/-I". Professional Engineer's seal provided only for verification of tvindlead construction details, C.H.I. Drawing: BJA-101 Rev.-07 ' ' ' � � � \ | ' | ...... ;of no less than the minimum edge distance. Self tapping screws (with steel) Screw:1/4"dla x 3/4"self tapping screw:must conform to ANSI/ASIvIEB18.2.1. 100"x 1"fillet welds ' a Wetds.pecformed by a Certified,Weider or Inspected by n USE 9/I6" 1e"sial Jambs;allowable load per screw=4441bs. MINIMUM track Allowable load perscrew;12 gauge=209 ibs,14 gauge=143 lbs,trod 16 gauge=1101bs. Certified Welding Inspector,to verify integrity of welds. DIAMETER Optional Washer:9/16" minimum;must conform to ANS1 E 18 2.1 type A. 12 gauge or Me'steel lambs;allowable load per weld=1,2,72 lbs. WASHER IF bracket or p Uso all necessary precautions when welding galvanized'steel. revers Wasber not required if fastener bead has minimum 9116"outside diameter. SCREW BEAD Welds to be overtly,spaced between header and floor. ailg IS LESS THAN COntInL10L1S Lowest fastener to be within 10-inches of the floor 9/1G'DIAMETER gle Maximum spacing shown in chart.Lesser spacing may be used to avoid interference Lowest weld tube within aminehes of thofloor with door component system. Minimum of 3 welds per jamb required. Add holes to continuous angle as required to satisfy fastener spacing in these charts. Fillet welds e of a natsame straight e pacing face prevent These charts do not address spring pad connections to the building. 'rack weld toe of angle at l be ground t t a smooth ATTACHMENT of back angle. ATTACHMENT`SPACING(inches) Load per jamb=0.5 x door width x tax positive ptrssure x door height contour and checked it)ensure ground W a smooth coniounund checked ensure soundness. SCREWS SCREWS SCREWS WELDS .SCREWS WELDS These charts do not addrLss 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 jumb=0.5 x door width x max positive pressure x door height jamb jamb jamb jamb jamb jamb 14psf 17psf 20psf 24psf: 28psf 32psf 36psf 40psf 44psf 48psf 53psf 24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7 31.11 3'-5 31-0 n/a n/a n/a n/a 20 26 36 36 36 36 9'-5 7'-9 6'7 5'-6 4'18 4'-1 3'-8 n/a n/a n/a n/a track bracket or 18 24 36 36 36' 36 W-11 8'-2 6'-11 5'-9 4'-11 4'-4 3'-10 n/a n/a n/a n/a continuous angle *(E60XX e angle 16 20 30 36 36 35 11'-9 9'-8 8'-3' 6'-10 5'-10 5'-1 4'-7 4'-1 n/a n/a n/a 14 18 26 36 36 36 13'-5 111-1 9°-5 7'-10' 6'-8 5'-10 51-2 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 3'-11 12 15 22 36 36 36 3S'-8 12'-11 11'-0 9'-2 7'-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'-1110'-2 8'-11 7'-11 7'-1 6'-6 5'-11 5'-4 W-11 4'-6 W-1 n/a n/a n/a n/a ,fillet weld 8 10 16 36 34 36 22'-4 18'-5 15'-8 13'-0 11'-2 9`-9 8'-8 7'-10 7'-1 6'-6 V-10 5'-4 4'-11 4'-6 W-4 n/a n/a n/aodesMin). 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 51-11 5'-5 4'-11 4'-6 4'-2 3'-il n/a Wontto be locatedvertically on angle at spacing specified in chart 6 8 12 36 25 36 29'-10 24'-7 20'-1 V-5 14'4113'-0 11'-7 10'-5 9'-6 8'-8 7-10 7'-2 6'-7 6'-0 5'-6 S'-1 4`-9 W-5 and tack 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'-d 10'-0 9'-2 8'-3 V-7 6'-11 6'-4 5'-10 S'-5 5'-0. 4'-8 track bracket at same spacing. 1 1 1 I 1 1 1 1 1 1 1 1 I 7- 1 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'-0 6.6 614 n/a 5 7 36 16 36 n/a 39'-2 33'-3 27'-9 23'-9 20'-9 18'-6 16',7 15'-1 131-1012'-6 11'-5 10'-6 9'-7 8'40 8'-2 7'-7 T-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 13'4 12'-1 11'-1 10'-3 9'-7 8`41 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 1 1 I 1 1 n/a n/a n/a 30 10 30 n/a n/a n/a n/a 36'-4 31-9 28'-3 25-5 231-1 21.2 191-2 17-6 161-1 141=8 131-6 12-6 11-8I 10 Ir11 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 V-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'-6 24:-6 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'-1 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 nia n/a n/a n/a n/a 31'4 29'-0 26'-11 25'-0 23'-5 n/a n/a n/a 12 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 n/a n/a 31'-4 29'-2 27'-4 SCREWS SCREWS SCREWS WELDS SCREWS WELDS 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf '53 sf 53psf 63psf 69psf 75 sf 81psf 87psf I 93psf 16 ga 14 ga 12 ga- 12 ga 3/16'' 3J16° DOOR WIDTH I(feet and inches)of a given DESIGN PRESSURE{PSF}, Alternative designlnay be approved by n iamb jamb amb jamb amb amb licensed prat'esaionalengineez. ATTACHMENT SPACING(inches) 1 j }f t R Supporting structural professional shall be Ilea 143ti 2090 12720 4448. 127211 ` 1` 1 I t'i� for deswin d by a Beamed ontothen ads,cer `� �fa/ for wind loads ht addition to other loads, ALLOWABLE LOAD PEA SCAEW(pounds) �� V. s 0 ��" 1 This drawing does not address thejamb/walt 0� eG �'yr*� design,but only d+or.attachment.lamblwall „` ' jv- ♦. ,y/ conslructionisshown only for illustration ♦o ♦ purposes.The buildipgdesiguerisresponsible 0 51137 q i for.ensuringthat the jamb/wAllissnfficientto �' t e_ carrythe door live and static loads, s I�C�Cl SCALE: . ��l,. STATE 0� COCA none 1m . cares P.E. .i ♦ ;X14-1 RwoEM©CJ nalE 2-18-2015 10 E S a �i "9y ov a eao R 3121.Fairgate Drive '�/J�it�♦`���QRiy�P',�` 'ice C ratio P.E.#527xas 007 0t9N��, � Steel Attachrnelit Detail TXPB 56308,F-2203 ///I I f I I% 1 a Professional Engineer's sealprovided rovided only for verification of Windload construction details. C.H.I.Drawing. BJA-103 RBv.-07