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HomeMy WebLinkAboutProduct approval 2115/2017 Florida Building Cade Online smile M- M IV ,AWT .BCIs Home ! Log In 1 User Registration Hot Topics f Submit Surcharge Stats&Facts I Publications F13C Staff ( BCIS Site Map Links Search ' ;. oTProduct Approval :- USER:Public User 1.= t ai:.z-c�Flix L Product Aooroval Menu>Product or Anollca,�on Search>Aoolication List>Application Detail JUL 0 .9 _ - p FL# FL15012-112 Revision Application Type St, Lucie County FL Code Version 2014 'Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer C.H.I. Overhead.Doors Address/Phone/Email 1485 Sunrise Drivp Arthur,IL 61911 (217) 543-2135 / phunter@chiohd.c COPA," Authorized Signature Pat Hunter phunter@chiohd,com Technical Representative Address/Phone/Emaii 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 5*• Evaluation Report-Hardcopy Received 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 Expiradon.Date 12/31/2018 Validated By Gordon Thomas,P.E. Validation Checklist-Hardcopy Received 1I Certificate of Independence F65012 R2 COI Cent of Ind Scates s.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 I ASTM E1996 2009 ASTM E330 2002 i DASMA 108 2002 DASMA 108 2005 DASMA 115 2005 Equivalence of Product Standards i Certified By httpsJ/www:floridabLiicing.orgipr/pr app dti.aspx?param=wGEVXQwtdquS73Fr2ZyiPgc%2bh1d1GcB6L5orvMJEkwLWgHhR%2bfdxSg%3d%3d 116 2/1512017 Florida Building Code Online Sections from the Code Product Approval Method Method I Option D Date Submitted 04/06/2015 Date Validated 04/26/2015 Date Pending FBC Approval 05/01/2015 Date Approved 06/23/2015 Summary of Products Pagel/20 0 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 FLIS012 R2 11 Jamb Attach Drawings s.pdf Approved for use outside HVHZ:Yes FI R2 11 Supplemental instructions Pan s.pdf Impact Resistant:No Verified By: John E.Scates, PE 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 s.odf which are accepted test methods per 5th edition(2014) FL15012 R2 AE FZ4-09-0131-5s.ndf Florida Building Code Section 171S.See drawing FZ4-09- Created by Independent Third Party: Yes 013LS for pressures and widths+34.8(psf)/-39.3(psf)at 06'-00"through +20.8(psf)/-23.5(psf)at 09'-m06'. 15012.2 kgL; 2240,2241, 2250, 2251,4240 06-00"wide through W-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 FL15012 R2 IT lamb Attach Drawincis s.pdf Approved for use outside HVHZ:Yes FLIS012 R2 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: 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.pdf which are accepted test methods per Sth edition(2014) FL15012 R2 AE M-09-0131-5s.0f Florida Building Code Section 1715. See drawing FZS-09- CreatedbyIndependent Third Party:,Yes 013L5 for pressures and widths+41.0(psf)/-46.2(psf)at 06-00"through +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 R2 11 Jamb Attach Drawinas s.pdf Approved for use outside HVHZ:Yes FL15012 R2 11 Suoglernentgil Instructions Pan s.odf Impact Resistant:Yes Verified By:John E. Scates, P.E. FL-51737 Design Pressure:+32.0/-36.2 Created by Independent Third Party: No Other:Sectional doors provided for potential "code-plus" Evaluation Reports applications. Large Missile impact(P pound missile)and FL15012 R2 AE Eval Reot s.pdf cycling tests conducted in accordance with ANSWDASMA 115, FLIS012 112-AE FZ61-09-01515s.pd ASTM E1886 and ASTM E1996. Static tests conducted in - Created by Independent Third Party: Yes accordance with ASTM E330 and ANSI/DASMA 108.These are accepted test methods per 5th edition(2014) FBC Sections 1609 and 1715.See drawing H6i-09=01515 for pressures 32.0(psf) 36.2(psf)at widths up to 09'-00" 15012.4 kiL;2240,2241, 2250, 2251,4240, 06-00"wide through 09'-02"wide by 20'high steel sectional 4241,4250,425I, 5240,5241, door with or without polystyrene insulation. 5250, 5251 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R2 11 Jamb Attach Drawinas s.odf Approved for use outside HVHZ:Yes _R15012 R2 11 Supolemental 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: No Other:Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108, FLIS012 R2 AF Eval Rept s.odf which are accepted test methods per 5th edition(2014) FLIS012 R2 Ar; FZ7-09-013L5s.r)df Florida Building Code Section 1715, See drawing FZ7-09- Created by Independent Third Party:Yes httpsl/www.floridabLfiicFing.org/prlpr appjU.aspx?param=wGEVXQwtDquS73Fr2ZyiPqcO/.2bhldlGcB6L-rowMJEkwLW9HhR`/*2bfcD(Sg%3d*/`3d 216 4 3 2 1 Impact Window Option(9 pound missile): 9'0"maximum opening max daylight opening 16-3/4"x i0-1/4" 1/4" I,exim with Aluminum Frame 25intermediate D Optional lites 2 hinge D 4D 1C 2 2 top fixture flag bracket r—1..i- 4D end stile Door Height t10 a (Y a 7' ] 6'-6"to 7'-0" 4 3 3 C track 7'-6"to 8'-0" 5 4 4 C 3Bc 0 bracket 8'-3"to 8'-9" 5 4 4 z end hinge 9'-0"to 10'-6" 6 5 1 5 r 10'-9"to 12'-3" 7 6 6 4A 2 12.6"to I4'-0" 6 7 7 bottom fixture 14'-3"to 15'-9" 9 8 8 16'-0"to 17-6" 10 9 9 2A 2tl 17'-9"to 19'-3" 11 10 10 2 2 12 11 11 B strut attachment strutB Track bracket quantities shown are for use with gmde 2 or better southern pine jambs.When using softer wood species like spruce-pine-fv(SPF)use the quantity of track brackets specified in the chart `>>��1NI1111///JJJ plus three track brackets per side. forSupplemental ors up toa2V--0"high.7bcsme required in addition to this drawing for installation. Always This door has been evaluated in accordance with ASTM E330-02 and ANSI/DASMA 108-02,108-05 _� �' Mo.51737 %y use supplemental instructions in addition to this and for windbome debris in accordance with ASTM E1886-05/131996-09 and ANS11DASMA 115.05(9 pound missile) t it C drawing during door installation. Supporting structural elements to be designed by registered professional engineer for specified wind loads. =it S * ,a:= If door is not electrical) operated,a Ibek must be installed. 5 4. STATE of ;W t�00� rats Maximum door height:y20'-0" Maximum section height: 21" John E.Scales,P.E. i�0`•� p�,'Z.w� o o ❑pip auE Per ASCE 7-10,Design Pressures(DI')typically meet or exceed the requirements for the following wind speeds. 3121 Fairgate Drive ;i�.o�S.FtOR �b`\\\ 04 09-2015 These exposure"B"wind speeds are for Thigh doors on 30'tall buildings, Carrollton,Texas 75007 J/' JOHN I` 11�� Models: 4250 4241,2250,2251,4240,4241, 1,5240,5241,5250,5251 A Florida P.E.#51737 it Design Pressure Wind Speed Windows Center Stiles A +32.fl s -36.2 5 183 m h YES 3 Digitally signed by John E.Scates,P.E, 9'-0° wide, 183 mph Exposure"B" +32.0 sf)/-36,2(psi) 182(mph) YES 3 �j � Date:2015.44.1414:14.19-05'00' See notes for other widths and wind speeds Center stile quantity is minimum per section. FL 1.5® !1 2 U 2 C.H.I.Drawing: FZ6i-09-01515 Professional Engineer's seal provided only for verification of windload 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. (.097)galvanized steel top The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. fixture.Each fixture attached with four 1/4"x 3/4"screws. See.jamb attachment details for more information about attaching jambs to structure, (.086)galvanized steel D flag bracket fastened to D: carrier and carrier support 2"x 7/16"(nominal)stop molding to be secured with wood jamb with three o 0 0 minimum 8d 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 I"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. to horizontal track (.066)end stile i with two I/4"x 5/8" (.109)galvanized steel top track bolts and nuts. fixture. Each fixture attached with two 1/4"x 3/4"screws. C (.034)center stile Flag bracket attached to �. 2 (min}is.058(min} vertical track with two 1/4" galvanized steel track x 5/8"track bolts and nuts. 9 push nut Or two 1/4"x i 1/32"rivets. center stile (,102)galvanized steel track End Hinge Intermediate Hinge bracket fastened to wood jamb galvanized steel fastened (.058)galvanized steel with one 5/16"x 1-5/8"wood d to section with. A fastened to section with ° (.066)end stile six Ij4"x 3/4"screws. four IJ4"x 3J4"screws. lag screw per bracket ° Optional low head room top bracket o Q � $ push nut Each track bracket attached with B 2"(max.for.069 thick) 2-3/4" one 1/4"x 5/8"track bolt and nut. g 4"(max.for.109 thick) 2-3/4++ Or two 1/4"x 1,1/32"rivets, nominal 0 2"(min.)�3-1/2"(min.)stem John E.Scales,P.E. 10(min.)ball roller with nylon or steel tr*ad 3" �+� 3121 Fairgex Drive t Carrollton,Texas 75007 _=3 –c—1–� 1-?B" �111{111i11/tll Florida F.E.#51737 000 (.IO2)galvanized steel bottom1/2„ � � te Hgr� !!'�i ���s ntsbracket Each braeketallachedldo.5i737 0 04 09-2015 with four red 1/4"x 3J4" (.040)50 ksi galvanized steel ; * 0* Medels:2240,2241,2250,2251,4240,4241, screws, 3"strut attached with two 1/4"x 3/4" *tl t,� sTAfE00 �,'ei 4250,4251,5240,5241,5250,5251A . gbottom screws ger stile or lunge plate. �p � AtOR`�p;Q`�`� 9 wide,. 1g3 mph Exposure"B" A bracket Each bracket attached V/,j*O' NA<$�11�� See notes.for other widths and wind speeds Vinyl push nut with four red 1/4"x 3/4"screws. ����/111115���� weatherstrip {optional law head room bottom bracket C.H.I.Drawing: Fz6i 09-01515 AIuminum extrusion Professional Engineer's seal provided only for verification of windload construction details page_2_of 2 4 3 2 1 Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong-Tie. keep each area clear of ITW Ramset/Redhead Tapcon,114"diameter,minimum 3.5"long with washer that conforms to ANSI B18.22.1 type B. any back jamb attachment fasteners ! ITW Ramset/Redhead Large Diameter Tapcon,.3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22.1 type B. -I Simpson Titen HD,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.221 type B. on's3„ Simpson Wedge-Ali,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22.1 type B. Xhander 0 When applying back jambs over dry wall or other non structural wall covering,use longer fasteners to insure minimum embedment required, This chart applies to wood species with specific gravity greater titan or equal to 0.42 including spruce pine fir(SPF)and southern pine(SP). See chart for minimum washer diameter. Washer diameters in chart are based on use of Spntce Pine Fir. Washcrs maybe 10%smaller when Souther Pine is used. 8° See chart for minimum edge distance required. Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. / FASTENER SPACING(inches) 2500 psi concrete Filled CMU Simpson ITW Tapcon strong Tie DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) 1/4' 1/4" 3/W' 3/8 3/8" 3/V' 14psf 17psf 20psf 24 sf 28psf 32psf 36psf 40 sf 44 sf 48psf 53 sf 58psf 63psf 69psf 75 sf SSpsf 87psf 93 sf 24 24 24 24 24 24 22'-9 18'-9 15'-11 13'-3 11'-4 9'-11 8'-10 7'-11 V-3 6'-7 V-0 V-6 5'-0 4'-7 4'-3 3'-11 n/a" n/a 24 22 24 24 24 24 24'-3 20'-0 17'-0 14-1 12'-1, 10'-7 9'-S 8'-6 7'-8 7'-0 6'-4 5'-10 V-4 4'-11 4'-6 4'-2 n/a n/a ° 24 20 24 24 24 16 26'-6 21'-9 '28'-6 15-5 13'-3 11'-7 10'-3 9'-3 8'-5 T-S 7'-0 6`-4 5'-10 5'-4 4'411 4'-6 V-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 V-30 5'-4 4'-11 4'-7 4'-4 24 17 24 20 24 16 31'-9 26'-2 22'-3 18'-6 15'-1013;-10 12'-4 11'-1 10'-1 9'-3 8'-4 7'-S 7'-0 6'-5 5'-11 5'-5 V-1 4'-9 24 15 24 18 24 16 34'-3 28'-2 24'-0 20'-0 1T'-1 AS%0 13'-4 11%0 10'-10 10'-0 9'-0 S`-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 7'-4 6'-9 V-3 V-10 5'-5 Highest anchor installed at 22 13 24" 16 16 8 1 n/a 32'-3 27'-5 22'-10 19'-7 17'1-1115'.2 13'-8 12'-5 11'-5 10'-4 9'-5 8'-8 7'-11 7'-3 6'-9 6'-3 5'-10 least Its high as door opening. o 21 13 24 15 16 8 n/a 33'-10 28'-9 24'-0 20'-6 18'-0 16'-0 14'-4 13•-1 12'-0 10'-10 V-11 9'4 8'-4 T-8 T-1 6'-7 V-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 1 17'-5 15'-8 14'-3 13'-0 11'-10 10'-9 V-11 9'-1 S'-4 7'-S 7'-2 6'-8 the header and the floor. 16 10 24 12 16 8 n/a n/a 36'-0 30'-0 25'-S 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 1 17'-3 15'-10 14'-4 13'-1 12'-1 11'-0 10'-1 9'-4 1 8'-9 8'-2 14 8 24 10 8 1 8 n/a n/a I n/a 35'-9 30'-8 26'-10 23'-10 21'-5 19'-6 171-101161-2 14'-9 13'-7 1 12'-5 IV-5 10'-7 1 V-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 17'-0 15'-8 14'-4 13'-2 12'-2 11'-4 10'-7 2x6 structural gmiic lumber. 11 7 20 1 8 8 8 1 n/a n/a n/a nJa 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 counterbored up to 3/8"deep 10 6 17 7 8 n/a I nJa 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 22'-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'-1 22'-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. 15'-11 n/a n/a 12 n/a n/a n/a' n/a n/a n/a n/a h/a n/a n/a n/a n/a n/a 32'-4 29'-7 27'-3 24'-10 22'-10 21'-2 191-8 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 P First anchor to startat no more than Titan wedge-DOOR WIDTH feet and inches ata given DESIGN PRESSURE PSF half the fastener spacing distance and ITW Tapcon ITW lDT HD An ( ) g ( ) 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".. 2.75" 2.68" EMBEDMENT LENGTH ° 1-1J2" 1" 1-1/8'1-1/8"WASHER DIAMETER 2-1121.2-1/2" 3" 3" 4" 4" EDGE DISTANCES �tljj® Supporting struc etral elements shall be designed by a registered 508# 319# 859# 3714 480# 340# FASTENER LOAD CAPACITY �� �. rr� i professional engineer for wind mads in addition to other lands aft ,•+ . J� This drawing does not address the jamblwall design,but only door attachment.Jamb/wallconstntction is shown only for illustration.� • j purposes The building designer is responsible for ensuring that the '� • i �' jamb/wall is sufetent to catty the door live and Stacie loads.This `. No.517'37 `+ .drawing does not address the spring pad connections. Registered Digitally signed by John E.SCates,P.E. i * * professional engineer may approved an aitemative design. Manufacturers installation instructions must be followed. Date:2015.02.2416:32:57-06'00' •� 1IC o �" Maximum spacing shown in chart ::• ,p: SjA'iE OF i 1 Of�O SCALE no John E.Scales,P.E. +r o Lesser spacing may,be used to avoid interference with door hardware .+ � o �/ and or fasteningsystem but not less than 6". 3121 Fairgate Drive / .o Q ;,�„` TOE[p rHare Y Carrollton,Texas 75007 �/ '• ORI ,• (.�o ti""► F e" 2-15-2015 Load per jamb=4.5 x door width x max_positive pressure x door height. ar Florida P.E.f!51737 �/j�tS'S+ ®t` s"CMU block walls shall comply with ASTM C90. i �gNiA1- Back Jamb Attachment Detail P Y TXPE 56308, 51737 0 Use minimum 2000 psi grout or concrete when filling CMU. �� �, Concrete.Anchors CMU fastener spacing distance may"vary+i-1". Professional Engineer's seal provided only for verification of windload construction details. C.H.Z. Drawing: BJA-101 ReV.-07 Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. I�„MBi 1/2"MIN i - `I/2"MtN Spruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds. ATTACHMENT OF Use SP values only if both structure and jamb are southern pine. 2x6 WOGA JAMB ATTACHMENT OF Use SPF values when spruce pine fir is present in structure or jamb material. 2x6 WOOD JAMB Lag screw:3j8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2,I 12"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. s/s"x 3"LAG SCREWS V2"SHEATHING SPACING DOOR WIDTH feet and inches) at a given DESIGN PRESSURE PSF) a"x3-In"LAGscREtvs keep each area SPACING clear of any back SPF SP 1240sf 17psfl 20psf I 24psf 28psf I 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf jamb attachment 24 24 34'-5 28'-4 24'-1 20'-0 17'-2 15'-0 13'-4 12'-0 10'-1 10'-0 9'-1 8'-3 7'-7 6'-11 6'-5 5'-11 5'-6 5'-2 fasteners 22 24 nja 32'-4 27'-6 22'-1119'-8 17'-2 15'-3 13'-9 12'-6 11'-5 10'-4 9'-5 8'-8 7'-11 7'-4 6`-9 6'-3 5'-11 /I a 20 24 n/a 34'-0 28'-1124'-1 20'-7, 18'-0 16'-0. 14'-5 13'-1 12'-0 10'-Z 9'=11 9'-2 8'-4 7'-8 7'-1 6'-7 6'-2 0 g,. a a 18 24 n/a 36.-5 31-6 25-1 22-1 19-4 17-2 15-6 14-1 12'4111'-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'&-1120'-0 17'-1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 T-11 T-4 6'-10 / 16 21 n/a n/a 35'-5 29-6 25'-3 22'-1 19'-8 17'-8 16'-1 14'-9 13'-4 12'-2 11'-2 10'-3 9'-5 8'-8 8'-1 7'-7 _L_ s 16 20 n/a n/a 36'-1 30'-1 25'-9 22'-7 20'-0 18'-0 16'-5 15'-0 13'-7 12'-5 11'-5 10'-5 9'-7 8'•11 8'-3 7'-9 J" f 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 I- 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 11,4111'-0 10'-2.9'-5 8'-10 13 16 n/a n/a n/a n/a 31'-9 27'-9 24'-8 22'-2 20'-2 18'-6 16'-9 15'-4 14'-1 12'-1 11'410'-1110'-2 9'-6 12 16 n/a n/a n/a n/a 33-2 29'-0 2S'-10 23'-3 21'-1 19'-4 17'-6 16'-0 14'-9 13'-5 12'-4 11'-5 10'-8 10'-0 0 12 15 n/a n/a n/a n/a n/a 30'-1 26'-9 24'-1 21'-1 20'-0 18'-2 16'-7 15'-3 13'412'-lC 11'-1 11'-0 10'-4 11 14 n/a n/a n/a n/a n/a 32'-1 29'-2 26'-3 23'-1 21'-1 19'-1 18'-1 16'-8 15'-2 14'-0 12'-1 12'-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'-2 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 28'4126'-3 24'-1 21'-9, 19'-1118'-4 16'-9 15-5 14'-3 13'-3 12'-5 11ighest 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 17,4116,-6 15'-3 14'-3 IT-4. least as high as door opening. o 9 11 n/a n/a n/a n/a n/a n/a n/a 32'-1 29'-2 26-9 24'-3 22'-1 20'-4 18'-7 17'-1 15`41 14'-9 13'-9 Anchors to be evenly spaced between 8 11 n/a n/a n/a n/a n/a n/a n/a n/a 30'-8 28'-2 25'-6 23'-3 21'-5 19'-7 18'-0 16'-8 15'-6 14'-6 the header and the floor. 8 10 n/a n/a n/a n/a n/a n/a n/a n/a 32'430'-1 27'-3 24'-1122'4120'-1119'-3 17'-1 16'-7 15'-6 7 10..n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'•0.28'=0 25'-7 23'-7 21'-6133'-0130.-7 19'-118'-4 27'•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'-122'-020'-4 18'-1117'-9 n a 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'-124'-922'-1 21'-4 20'-0 Ma2X6y be ctu nt grade lumber. May be counterbared ug to 3J8"deep at 4 6 n/a n/a n/a n/a nja n/a nja nja n/a n/a n/a n/a n/a n/a 28'-6 126'-8 each anchor location to provide a SPF SP 14ps 17psf,20ps#I 24psf I 28psf I 320sf I 36psf I 40psf 44psf I 48psf I 53psf I 58psf I 63psf J 69psf I 75psf 81psf 87psf 193psf I fiush.mounting surface. SPACING DOORiNI.DTH (feet.and inches) at a given DESIGN PRESSURE (PSF) ase# 6zo# LOAD PER t, q /f First anchor to start at no more than FASTENER ��� �. s1 iq �/� half the fastener spacing distance and (pounds) `♦1���1�► ,r��$� ,' z no less than the minimum edge distance. Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) No.51737 �; ±, c 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. *' � 0�0 none spacing may be used to avoid interference with door hardware and or fastening system. �'�"K1 i STATE OF e o . T.W C)UC2 CjC�� aATE �_18-201$ Maximum spacing shown in chart. '}S :at/1 0 John E.Scales,P.E. ® �� s �1 These charts do not.address spring pad connections to the building. 3121 Fairgate Drive "/�r4p'+.tOR1 ''C��`�'* Back Jamb Attachment Detail Alternative design maybe approved by;a registered professional engineer. Carrollton,Texas 75007 , Ss�BNAI Lag Screw Supporting structural elements shall be designed by a registered professional. Florida P.E.#51737 ;, v0 engineer for wind,loads in addition to other loads. TXPE 56308,F-2203 //0I I I(11�� 1 Professional Engineer's seal provided on rtication of wmotoaU construenon petails C.H.1.Drawing: BJA-102 Rev.-05 Self tapping screws (with steel) Screw;1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B18.2.I. 100"x 1"fillet welds USE 9/16" Xr,"steel Jambs;allowable load per screw=444 lbs. Welds performed by a Curtified Welder or inspected by a MINIMUM track Allowable load per screw;12 gauge=209 lbs,14 gauge=1431bs,and 16 gauge=11016x. Certified Welding Inspector to verify integrity of welds. DIAME'T'ER 12 gauge or vu'steel Jambs;allowable load per weld=1,272 lbs. WASHER IF bracket or Optional Washer;9/16"O.D.minimum;must conform to ANSI B 18.22.1 type A. Use all necessary precautions when welding galvanized steel, T Evers SCREW HEAD Washer not required if fastener head has minimum 9/16"outside diameter. Welds to be even) spaced between header and float. IS LESS THAN COIltinllOLIS Y P ting Lowestfitstener to be within 10-inches of time floor 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 required. 1.ILL 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 charm do not address spring pad connections to the building. 'Pack weld we 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 Cocks and blemishes shahground smooth contour and checked to ensurur e soundness s.. 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 ri max positive pressure x door helght jamb jamb jamb Jamb jamb Jamb 14psf 17psf 20psf 24psf I 28psf 32psf 36psf 40psf I 44psf I 48psf 53psf 24 31 36 36 36 36 7'-10 6'-5 S'-6 4'-7 3'-11 T-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'-8 4'-1 T-8 n/a n/a n/a n/a 'track bracket or 18, 24 36 36 36 36 9'41 8'-2 6`-11 5'4 4'41 4'-0 3'-10 n/a n/a n/a n/a. continuous angle reverse angle 16 20 30 36 36 36 11'4 9'-8 8'-3 6'-10 S'-10 5'-1 4'-7 4'-1 n/a n/a n/a 14 is, 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 SO'-S 8'-8 7'-5 6'-6 5'-9 S'-2 4'-9 4'-4 T-11 12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2 7'-10 6'-10 6'4 S'-6 S'-0 4'-7 4'-1 9 12 17 36 36 36 20'-S 16'-9 14'-3 11'-1110'-2 8'-11 T-11 7'-1 6'-6 S'-11 5'-4 4'-11 41-6 4`-1of a of a of a n/a JWa x 1"long fiilei weld 8 10 16 36 34 36' 22'74 18'-5 15'-8 13'-0 11'-2 9'-9 8'-8 T-10 7'-1 6'-6 5'-10 S'-4 4'-11 4'-6 4'-2 n/a n/a n/a (E60?IX 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 chart 6 8 12 36 25 36 29'-1 24'-7 20'-1 17'-S 14`-11 13'=0 11'-7 10'-S 9'-6 8`-8 7'-10 7'-2 6'-7 V-0 5'-6 5'-1 4'-9 4'-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'-0 10'-0 9'-2 8'-3 7'-7 6'-11 6'-4 S'-10 5'-5 5'-0 4'-8 track bracket at same spacing. n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'4 20'-5 17'-1015'-1014'-3 13'-0 11'-1 10'-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'-1 12'-6 11'-5 10'-6 9'-7 8'-10:8`-2 7'-7 7'-1 n/a n/a 6 36 12 36 n/a n/a 41'-9 34'-1 29'-1026'-1 23`-2 20`-1019'-0 17-5 15'-9 14'-4 13'-3 12'-1 11'-1 30'-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 1T-0 15'-7 14'-5 13'-5 12'-7 n/a n/a n/a 24 8 24 n/a n/a n/a nJa n/a n/a 35'-4 31'-9 28'-10 26'-6' 24'-0 21'-1120'-2 118',S 16'-1115`-8 14'-7 13'-8 n/a n/a n/a 16 .S 16 nfa n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-1030'3 27'-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 nfa n/a n/a .n/a n/a n/a 31'-7 29'-0 26'-1125'-0 23'-S 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 I 20psf I 24psf I 28psf I 32psf I 36psf I 40psf I 44psf I 48psf 53pSf 58psf 63 sf 69 sf I 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 be approved by a Jamb Jamb jamb jamb I Jamb .Jamb licensed professional engineer. ATTACHMENT SPACING inches) L ! / Supporting structural elements shall he 110# 143# 209# 1272# 444# 1272# ```, } !rf I J j rdesigned by u licensed professional engineer ALLOR�+ WABLE LOAD PER SCREW(pounds) ` �+. C for wind loads In addition to other loads.. AT ,S, �"I This drawing dams not address the jamb/wall !1,. design,but only door attachment.Jambhvall .+ / construction is shown only for illustration opurposes.The building designer is respone blc a.®r,51173to 7 for ensarihg that-tha jamb/wall is sufficientto .` I N .r+ „tet ! ... •carry the door live and static loads. no SCALE ©0 none 0�� STATE OF : CW..,, 11z/o t� ❑0700 HATE J6hn E,Scates,P.E. r.- ++ f 2 � o a"n n a o s 2-18-2015 3121 Fzlirgate Drive I fit► +\ C OR19P' � �� - Carrollton,Texas T ori 56 0.#F-22030 ' s�fll/�100 Ze,~ Steel Attachment Detail Professional Engineer's seal provided only for verification of windload construction details, I G.H.I.Drawing: BJA-103 Revr07