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HomeMy WebLinkAboutProduct Approval 1/20/2020 Florida Building Code Online Business • Professional MMBCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search I A Ma 40 Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15012-R6 RECEIVED Application Type Revision Code Version 2017- SAN Z 3 ZQZQ Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer C.H.I.Overhea " ` Address/Phone/Email 1485 Sunrise D �(e LL. COPY Arthur,IL 61911 (217)543-2135 Ext 4273 win.dioadengineering@chiohd.com Authorized Signature Pat Hunter windloadengineering@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 Florida Engineer or Architect Name who developed the John E.Scates Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gordon Thomas,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15012 R6 COI Cert of Ind Scates 2018 s.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 DASMA 108 2012 DASMA 108 2017 DASMA 115 2012 DASMA 115 2017 Equivalence of Product Standards Certified By Sections from the Code https://www.flaridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgcp/p2bhldlGcB6goZl6ulbAl2ze%2btkMcO54w°/`3d%3d 116 1/20/2020 Florida Building Code Online +36.0/-40.6 PSF,see drawing for additional widths and pressures. 15012.5 kkL;2140,2141,2240,2241,2150, 08'-00"to 14'-00"wide by 20'high steel sectional door with or 2151,2250,2251,2550,2551, without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250;4251,5240,5241, 5250,5251,5940,5941,5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R6 II Jamb Attachment Drawings S.pdf Approved for use outside HVHZ:Yes FL15012 R6 II Z9-09-0131-6 s: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 and Evaluation Reports have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eva[ Rept pan r6 s.pdf ANSI/DASMA 108.Z9-09-0131-6 Residential Pan 09'-00"wide @ Created by Independent Third Party:Yes +44.3/-51.5 PSF,see drawing for additional widths and 1 pressures. t 15012.6 kl; 2140,2141,2240,2241,2150, 06'-00"to 10'-00"wide by 20'high steel sectional door with or 2151,2250,2251,2550,2551, without polystyrene insulation. .4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.odf Approved for use outside HVHZ:Yes FLIS012 R6 II Z3-10-01306 s.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 and Evaluation Reports have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rept pan r6 s.pdf ANSI/DASMA 108.Z3-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+19.5/-22.0 PSF,see drawing for additional widths and pressures. 15012.7 le; 2140,2141,2240,2241,2150, 06'-00"to 11'-00"wide by 20'high steel sectional door with or 2151,2250,2251,2550,2551, without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.pdf Approved for use outside HVHZ:Yes FL15012 R6 II Z4-10-01306 s.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 and Evaluation Reports have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rep1-ban-L6 s.pdf ANSI/DASMA 108.Z4-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+23.2/-26.2 PSF,see drawing for additional widths and pressures. 15012.8 If; 2140,2141,2240,2241,2150, 06-00"to 12'-00"wide by 20'high steel.sectional door with or 2151,2250,2251,2550,2551, without polystyrene insulation. 4140,4141,4240,4241,4150, 1 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.pdf Approved for use outside HVHZ:Yes FL15012 R6 II Z5-10-01306 s.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 and Evaluation Reports have been tested in accordance with ASTM E330 and F1-15012 R6 AE FL15012 Eval Rept-pan-L6 s.pdf ANSI/DASMA 108.Z5-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+27.3/-30.8 PSF,see drawing for additional widths and pressures. 15012.4 Ig; 2140,2141,2240,2241,2150, 06'-00"to 10'-00"wide by 20'high steel sectional door with or 2151,2250,2251,2550,2551, without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 151,4250,4251,5240,5241, 5250,5251,5940,5941,5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.pdf 1 Approved for use outside HVHZ:Yes FL15012 R6 II Z6-10-01306 s.pdf Impact Resistant: No Verified By: John E.Scates,P.E. FL-51737 I Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications and Evaluation Reports Ik have been tested in accordance with ASTM E330 and https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6goZl6ulbAl2ze%2btkMcO54w%3d%3d 3/6 1/20/2020 Florida Building Code Online ANSI/DASMA 108.Z6-10-01306 Residential Pan 10'-00"wide FL15012 R6 AE FL15012 Eval Rep_pan r6 s.pdf @+31.4/-35.5 PSF,see drawing for additional widths and Created by Independent Third Party:Yes pressures. 15012.10 Ih;2140,2141, 2240,2241,2150, 10'-00"to 12'-00"wide by 20'high steel sectional door with or 2151,2250,2251,2550,2551, without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s.p Af Approved for use outside HVHZ:Yes -FL15012 R6 II Z6-10-013L6 s.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 and Evaluation Reports .have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rept pan r6 s.pdf ANSI/DASMA 108.Z6-10-013L6 Residential Pan 10'-00"wide @ Created by Independent Third Party:Yes +31.4/-35.5 PSF,see drawing for additional widths and pressures. [15012.11 IhL;2140,2141,2240,2241,2150, 07'-00"to 10'-00"wide by 20'high steel sectional door with or 2151,2250,2251,2550,2551, without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,.5240,5241, 5250,5251,5940,5941,5950,5951 Limits 250,5251,5940,5941,5950,5951Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s. df Approved for use outside HVHZ:,Yes FL15012 R6 II Z8-10-01306 s.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 and Evaluation Reports have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rept pan r6 s.pdf ANSI/DASMA 108.Z8-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+38.3/-43.5 PSF,see drawing for additional widths and pressures. t 15012.12 Ij; 2140,2141, 2240,2241,2150, . 08'-00"to 11'-00"wide by 20'high steel sectional door with or 2151,2250,2251,2550,2551, without polystyrene insulation. 4140,4141,4240,4241,4150, :4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15012 R6 II Jamb Attachment Drawings s.pdf Approved for use outside HVHZ:Yes FL15012 R6 II Z10-10-01306 s.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 and Evaluation Reports have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eva[ Rept pan r6 s.pdf ANSI/DASMA 108.Z10-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+50.7/-57.5 PSF,see drawing for additional widths and pressures. 15012.13 III; 2140,2141,2240,2241,2150, 10'-06"to 06-00"wide by 20'high steel sectional door with or 2151,2250,2251,2550,2551, without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240, 5241, 5250,5251,5940,5941,5950,5951 ' Limits of Use Installation instructions Approved for use in HVHZ: No FL15012 R6 II Jamb Attachment Drawings s.pdf Approved for use outside HVHZ:Yes FL15012 R6 II Z10[-10-01507 s.pdf Impact Resistant:Yes Verified By: John E.Scates,P.E.FL-51737 Design Pressure: N/A -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 FL15012 R6 AE FL15012 Eval Rept pan r6 s.pdf tests conducted in accordance with ANSI/DASMA 115.Static Created by Independent Third Party:Yes tests conducted in accordance with ASTM E330 and ANSI/DASMA 108.Z10i-10-01507 Residential Pan 10'-00"wide @ +46.9/-54.1 PSF,see drawing for additional widths and Pressures. 15012.14 re; 2140,2141,2240,2241,2150, 13'-00"to 16-00"wide by 20'high steel sectional door with or 2151,2250,2251,2550,2551, without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251, 5940,5941,5950,5951 4I Limits of Use Installation Instructions ( Approved for use in HVHZ: No FL15012 R6 II Jamb Attachment Drawings s.pdf i ` Approved for use outside HVHZ:Yes FL15012 R6 II Z3-16-01306 s.pdf II Impact Resistant: No Verified By:John E.Scates,P.E.FL-51737 I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE:VXQwtDquS73Fr2ZyiPgc%2bhldlGcB6goZ16ulbA]2ze%2btkMcO54w%3d%3d 4/6 • CIL DORE41 DOW , -1F-1F-1 W1NDl�Rl1�1�K'�R c-1.F--1 SER/E� ae-1Q iSeries -' Supplemental Instructions Pan Doors: Residential Higher wind pressures and larger doors require additional reinforcement. ACAUTION Premature failure of door system may result from improper application. See chart in lower left corner of drawing sheet one for the approved wind pressures and door sizes. These supplemental instructions do not contain basic door installation steps and related safety information. AWARNING Failure to follow basic installation steps and related safety information may result in injury or death. Door installers must follow a primary instruction manual for basic door installation steps and related safety information. ``���t►111111���jai The correct selection of door and framing materials in adherence with local �t� Zi ...... building code directives is the responsibility of the building owner/designer. `��� �0;yyOFNaF'- ,S �� Use of a reinforced garage door does not constitute automatic compliance with any building code. Local building code officials determine compliance criteria. leo.51737 ItA locking system must be installed if the door is not electrically operated. J 4- 0 STATE 4F See drawing for stop molding requirements,when door Is not more than 1"wider than opening. �i�Q��•.��pRtOP O���+' When using stop molding,secure molding with minimum 8d nails or 2-1/2"long screws. zzA& t�" ��j�Jlll j 111<<11� - J John E.Scates,F.E. Digitally signed by john E.ScateS P.E. 2560 King Arthur,Ste 124-54 Professional Engineer's seal Lewisville,Texas 75056 provided only for verification of Date:2018.02.08 11:42:23-06'00' TXPE 56308,F-2203 windload construction details Supplemental Instruetions_Pan Copyright 2017 CHI overhead Doors Florida P.E.#51737 Page I of 6 >10° Roof Slope/ Residential Applications C.H.I. ASCE 7-05 ASCE 7-10 Pressure(PSF)by Door Width Wind Zone Exp BMPH Exp BMPH 8'x7' 9'x7' 10'x7' 12'x7' 14'x7' 15'x7' 216'x7' Zone 1 90 116 12.9/-14.7 12.8/-14.5 12.7/-14.3 12.5/-14.1 12.4/-13.9 , 12.3/-13.8 12.3/-13.7 .Y PM. '.c 'm 5 . •, . i lr'7v""' h� y yy' '�Wf Gtf�i�' "Y'✓v'b y'., ?� :r. •.$ r i... ,^ '^'9"""'C-, :tx .::-b '}F-. .+,,. -L -r:., .' °.. .AA •F 1, .S' u.7-+ '.+4.i;, dr f::0^d I. 'fit. "F: ::3..:M1"��:' .Ir��s 7�. rroe.2;,:mac 1, 100, :Z aa &1 18 k 8�e d- 15. `l. A. 6 5,m7 4 �%•7 8 7/ 0 , .;. . +re:asdittt,�:rrvakik#':!% .a :•:_':.:.yn;*,'�.,r,�• '�.iu-,F *:.. �:JF_ `�, .x:�.u{ .>,�.�.3?:a,�a'. />«e. sR.. '�.,"tar ,,:fi t�.�..+, i. ,€:m �. :�as3'� w�t`���-�"w",.r..a.�a� ax�,'a�:i��r�t Zone 3 110 142 19.3/-21.9 19.1/-21.6 19.0/-21.4 18.7/-21.0 18.5/-20.7 18.4/-20.6 18.3/-20.4 '61 Zone •.f m 1 Y,*f'K� Ka n*n'n. T. T ,. *.Y r 1;gtir - vN.e .'lYY 4,C°{, �s'K'�l° Y '.IX' F'. 5 .3 'S"u'b.2?l .,ti,'.M1'X, y '�"a, 4. ,.1 �L' _.L_ 4'°n`: Y; ',�yp"' e. ' '° 1r"''•,. lf'",M. S .' «. ,�w m "�'•ri !; ,,',, � ,, r', r•1 a x� -G:...!„: '.4;�'a� - ,,4. r�Aw.V'..^} �v s^.e - S ��4.�f{ G=u+.'d` t nf= '.r .�, �.,.'nv+ R" j���a. ;i�� �,� . 3.0. 6� fi>�., y22.8°�z�� �, `. ,�� ~n��,3•i ,� ��: ��o��-2a:� ,��a�{ :� �� �a, �. ��.�•.: �F: �Y-s'. Zone 5 130 168 27.0/-30.6 26.7/-30.2 26.5/-29.9 26.2/-29.3 25.9/-28.9 25.7/-28.7 25.6/-28.5 ,�.�. ,�.�..- � -�.. .,,,>x...z„ 'w. .,.�, ,.•�« r. .,.,,�.,m�:.,:,, r:x•v��. :r>na-,,. ,. ..;�,.. ;� -«�*, ..�:.s:, ^-� s^±' >: :ti�x:�4 .,� _'� �,�,`. - ,.�,zv,eQ..n:.��e,�ue,-6s"a�Ft�� 7ra:.�",���-�...�..�"'.a.zsxru:.4,.z.0-�.'�-...,,.r:<t.�'�4+,�.��'FP,.k,�>�•.,.-i,.ea'����e�a.yv.:>8s.',.ate�"w.>�*,sa�•.,�a iS>'�i`°x,�w�'R43`.':x,,'�3./-3-•'r5�5.fs�7,:'"t,r .,+:i:��-,.��,�..��-a�:..b/.C�-,,��s'�;1�".,•.Z"���,.«.,.-?�'�'�svi.�X�.r�:�°�/,. �mt`�� ,.�o,.h�_v;::,��M1aCO2+.w4S;.���v+3'`�__��<"��.a�....e.s.o�to���?u:.'��s•.'4m,�:�..",`,��.S�ti�a��:���sr/�': �a �'��:� uw ��UtiFE Zone 7 150 194 35.9/-40.8 35.6/-40.2 35.3/-39.8 34.8/-39.1 34.4/-38.5 34.3/-38.2 34.1/-38.0 ..'.�'"•vui"s. �,..xi >may.:..C '.3.YtaF,' in9 •+q,n�v•L�.n -A •,^ w•..-+c:, y.P�:-.xd n .., ,4 L ¢,.. 5� ��s 0 1r fl'fv i �� Bi.,;. .a _:R..� p�laa; ,a',. ,y�;, ,urn d .�,�.... �w�.,,e. �^ ,' Tt�fC,�i mmc,a,. ,�sn¢� rt��5w^`.a a�, ^g. ro --iv�w.., ..�* Q Ir zr,:: C °5.,,t V"7w,,;. )? vy. :?EP.: �Y, '`" ,ay`` a;.- Jr. , - cr , F n s ..^,pp i . '..*. -�v ,f''. � i r 'r.,. 'i37✓2 " ..C�.f 1�.. i .Cry J'�., /� Y�.. Zone! it X156/ 160 t K�««202 6�k �53$:f rr43 8 s,�33 ��3 �' � c� a ±h-`'MA`'se;.Ria.> „e lr a�miti,.z.•wai...ve,.:.•.,.. Y.s c.'�,Ees.,uu�s -5�,. =G.....,.s,, r.J=. ,-sr ` Zone 9 166 214 43.9/-49.8 43.6/-49.3 43.3/-48.7 42.7/-47.8 42.2/-47.1 42.0/-46.8 41.8/-46.6 *the higher Exp B values apply to doors greater than 10'wide :5100 Roof Slope/Commercial Applications C.H.I. ASCE 7-05 ASCE 7-10 Pressure(PSF)by Door Width Wind Zone Exp BMPH Exp BMPH 8'x8' 9'x8' 10'x8' 12'x8' 14'x8' 15'x8' 216'x8' Zone 1 90 116 11.7/-13.3 11.6/-13.1 11.6/-13.0 11.4/-12.7 11.3/-12.6 11.2/-12.5 11.2/-12.4 R7d` ri'!,3',Y,.. '�;'M;,- .is sw-�ma-+•y"` T ;'e,. :�a?.rr... .�,wranc'� :, ..r^3^-T�:S".. ..". '�'y w.'Y.' a d --e S•'t".u. "",4. NUMBER', %'' ' _ rF t c5 tro _ x. i,- - -tip 1 ;s� �� t 29- ;? 145' <, 54:� .6r 6p=. 4: $att•. 1 -<`1��55 ~.' w ,8t8 � a�.� ZOFie 2: r: 00 k 1, � .' #1s ., / ._.i.,a,: 2 :� /: / a a^:J4mszm�.�,acd+.,L`s;�a�-:�'kF3sS^.a.us:�,:�x�t''dt�C,a:v^n i�;.h,;...� 'u��'a' '•+;zaxz v� �-�i�,''• .� �•t ^t.��ash>�' - �1w'`�rsat�� - �- '�'i�''�4���x�`sau^+a Zone 3 110 142 17.5/-19.9 17.4/-19.6 17.3/-19.4 17.0/-19.0 16.8/-18.8 16.7/-18.6 16.7/-18.5 ..w�_ �r -r �_` "'�� k. ';'+ 'r. _."Y'ra7'�`' ?'""+�'�.�re„- '".'„' ie ,`�,'e° "w'F:y�:o",."z`°T`"`°` 'nti,"''y "R`-"�r�'' 'fie` 'rn' � WE'.�" ir�. « �;� ,:�"�:�:�'�t't"f.!;- ..c,�,,,�.. .':`� ;,• �.. `.�cex x'''�,�� Y- �".'�-� ,- ��:,i ray...�. f..� 7'�`.,` -r .'�'� 1 �' a;4 '� ,_�d Zp: 55 >>F 20 23 a .«.0�: ' fi z0^5 3 0. 21:, - .0', 3.. �39,9J s a 1 8` E'. c:�.w�4.a,�sx.�.. :ce .v a}xxd;�i .ai��`s::�:s"t�w+>3 4swed.�:7was;e,�.'��'�,« ,;� �....,'. a�Ia"��..�r'�v.r� s,.eta:�x:����az�'��.a><' .Kx.i���,i �s�.� �. ,.,i9.�:x�,.,:�.��-.:�,s,s;.�'*�..�a Zone 5 130 168 24.5/-27.7 24.3/-27.4 24.1/-27.1 23.8/-26.6 23.5/-26.2 23.4/-26.0 23.3/-25.9 v"afI`SI` 2Isom r .; 7 .t�°4<*4• .,-,8 Y-at/�'a��sw,.d��'r-t�2�8^'1.e�s `3' . 01 Zone 7 150 194 32.6/-36.9 32.3/-36.4 32.1/-36.0 31.7/-35.4 31.3/-34.9 31.1/-34.7 31.0/-34.5 s•,s+:4. ,x t1 Y M' '"<nr I 's^!' P ,Su�-^"':t rvtS�?"E'Mf j^n `.. •jA 7, C "` ^"P.-P; 't, 4:F ti° ` �„ -e„FCC.� a ". 5.:... i ,;: Gia..: d sr`.S�,,. .:C^i'•.d r.... M ae .ka ,. ,1g9 34d«« t J, 2 9/ �uti',c,�.Nw'}.�v�sa�`r;:rs f•...�w 5.":mb ;se::^��".F� ."v.� ��' F t ""�l ...a3;rv�'�f-.xFGrifz+.-r `�v:un"�.'n,.;.ct,.atu"�-''.'Y',�:.. •r/.�'Sx!� �.,�--�..��rz��2����iY.'^� ..� .�c-haS^w"',:.•,��s Zone 9 166 214 39.8/-45,0 39.4/-44.4 39.1/-44.0 38.6/-43.2 38.2/-42.5 38.0/-42.3 37.8/-42.0 General Notes -Exp B values are to nearest miles-per-hour(MPH) -Pressure values are pounds-per-square-foot(PSF) Mean Roof Height (MRH)/ Exposures(Exp) -Positive pressure signifies pressure acting inward to the building MRH Exp B Exp C Exp D -Negative pressure signifies pressure acting outward from the building 15' 100% 90% 82% -Enclosed structure classification with 2'of the door in the end zone -60'x 40'building size(larger buildings may require higher negative PSF) 25' ��"y. 100% 86% 78% 'r ;��„"m'�•_�5".'� "0'yrdr MGM 30'Mean,Roof Height(MRH),see chart for differing MRH and Exp values Kays ��00/0 £�k$ -Greater door heights require lower PSF values to meet same MPH 35' 97% 83% 76% to �� r� o '.�`E.' velem'-'S:Sled, '"'.+z,cudi+u.34mv'muiXAv.a.hU fc�ivihi3' ait .W ASCE 7-05 notes 45' 94% 80% 74% FY, t'k ' 'f.:l Ck4 3 ti'j�'�''r''Syr' xrcy".i Cod -Importance Factor of 1.00SO.r,M1rr d ,,•µ�2 c d 80/ r.L-4'e..$s. .N:uvc�,mds'' r s 'ii�''.Ja`.ifl5� 3: rs .e +aLt -Utilizes nominal/basic wind speeds 55' 91% 79% 73% 60, E Ya_0 fi:.;ro�11 � °� r � ASCE 7-10 notes These percentages reduce Exp B wind speeds to approximate MPH for mean roof -Risk Catergory II heights shown in MRH column. -Utilizes ultimate wind speeds Page 2 of 6 For Use With Drawing Number Z6-10-01306 Strut Placement Door Height Section 6-6"to 7'-0" 7'-6"to 8'-0" 8'-3"to 8'-9" 9'-0"to 10'-6" 10'-9"to 12'-3" 12'-6"to 14'-0" 14'-3"to 15'-9" 16-0"to 17-6" 17'-9"to 19'-3" 19'-6"to 20'-0" Number 12 N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 at Detail A 11 N/A N/A N/A N/A N/A N/A N/A N/A 1 at Detail A I at Detail B 1 at Detail C 10 N/A N/A N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail D 1 at Detail C 9 N/A 'N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail C 1 at Detail C 1 at Detail C 8 N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail BI at Detail C 1 at Detail D 1 at Detail D 1 at Detail D N/A N/A N/A N/A 1 at Detail A 1 at Detail B I at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1-at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 6 N/A N/A N/A 1 at Detail A 1 at Detail B I at Detail D 1 at Detail D 1 at Detail D 1 at Detail D 1 at Detail D 1 at Detail C 5 N/A 1 at Detail A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1.at Detail B 1 at Detail C 1 at Detail C 1 at Detail C I at Detail C 1 at Detail C 1 at Detail C I at Detail C 4 1 at Detail A 1 at Defail B 1 at Detail B 1 at Detail D 1 at Detail D I at Detail D 1 at Detail D 1 at Detail D 1 at Detail D 1 at Detail D 1 at Detail C 1 at Detail C 3 ]at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B I at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 2. 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 at Detail C 1 1 at Detail D 1 at Detail D 'I at Detail D 1 at Detail D 1 at Detail D 1 at Detail D 1 at Detail D 1 at Detail D 1 at Detail D 1 at Detail D Push Nut Detail (use on all rollers) use 3/8"I.D.on bottom fixture roller stem use 7/16"I.D.on end hinge and top fixture roller stems Push nut:Slide roller into fixture and tap push nut onto roller stem using 1/2"socket and hammer. Leave 1/8"to 1/4"space D between push nut and fixture. Track Bracket Spacing Track bracket spacing shown for doors up to four sections high.Additional door sections may be added for maximum door height depicted on line drawing. Track brackets must be added(per track)for each section and C spaced at a distance not greater than the corresponding section height(see line drawing for required quantities). Strut Placement Concerning Windows Where a strut crosses a window,it is acceptable to move the strut from a position of"Strut above hinge"down to"Strut on top half of the hinge". Do Not Exceed D 10" B Stmt Strut C 28" B 28" e A 10" A End Hinge End age +/-3"tolerance . Strut above hinge Strut on top half of hinge Page 3 of 6 For Use With Drawing Number Z6-10-01306 Strut Placement Detail Strut End Hinge Strut 9 13 9 Top Fixture Strut End Hinge Strut above top fixture Strut on bottom half of hinge .Strut above hinge Detail A Detail B Detail C End Hinge End Hinge or Bottom Fixture Strut in center of section Detail D Optional Windows Intermediate Hinge A Strut B Strut C Strut C Strut D + + Strut 5 Struts Page 4 of 6 4 3 2 1 Glazing Options:(max daylight opening 39-3/8"x 12-1/2") =1/8"DSB -1/4"Tempered Glass or Polycarbonate -7/16"Insulated Glass w/opt for Tempered D D 10'-0"width shown (see notes for other widths) Optional Windows (see Glazing Options) a sgg c a y door height a Q b w Top Fixture 1D C 2 8'-3"to 8'-9" 5 7' 4 C 4D Flag 9'-0"to 10'-6" 6 8 5 2 Bracket 10'-9"to 12'-3" 7 10 6 7' End Stile 12'-6"to 14'-0" 8 11 7 D3B 14'-3"to 15'-9" 9 13 8 2 1C 16'-0"to 17'-6" 10 14 9 End Hinge 2 4A Track 17'-9"to 19'-3" 11 16 10 2 Bracket 19'-6"to 20'-0" 12 17 11 Bottom Fixture Track bracket quantities shown are for use with grade 2 or better Southern 2B W21 Yellow Pine.Refer to Jamb Attachment 2 Detail supplemental instructions for Busage of alternate jamb materials. B Intermediate Strut Details for door heights up to 20'-0" Hinge are contained in the Supplemental Instructions,which are required in addition to this drawing for installation. Do not install door using only this `�� �• Ciq� ��� drawing. N� p��•�GENdE►`�ts �� Supporting structural elements shall `� ' V �, / be designed by a registered professional Z / engineer for wind loads shown on this This door has been evaluated in accordance with ASTM E 330-2002 and / 1drawing.If door is not electrically ANSI/DASMA 108-2002,108-2005&108-2012 No.51737 operated,a lock must be installed. Applicable wind speeds are dependent on building envelope and must be determined in compliance with relevant ASCE 7, IBC or IRC standards to meet regional and local requirements. .0�� STATE OF : N Maximum door height: 20'-00" / Glazing and door have not been tested for windborne debris. %OiC�`•F�OR10P d` �` A A width Design Pressure(PSF) Stile Qty. / 0,,01ONA` ``�\\` John E.Scates,P.E. �O 05-25ts 6' -00" +52,3/-59.2 1 7'-00" +44.9/-50.7 1 ',! 1 2560 King Arthur,Ste 124-54 Models:2X4X,2X5X,4X4X, 8'-00" +39.3/-44.4 1 Professional Engineer's seal provided Lewisville,TX 75056 4X5X,52XX,59XX 9'-00" +34.9/-39.4 1 only for verification of windload TXPE 56308,F-2203 construction details Florida P.E.#51737 C.H.I.Drawing:Z6-10-01306 page 1 of 2 4 3 2 1 4 3 2 1 Details on some views may have been omitted for clarity. Top Fixture The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. Flag Bracket (.059)galvanized steel top fixture attached with See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized 00040 steel four 1/4"x 3/4"screws. flag bracket "x 7/16"(nominal)stop molding to be attached with minimum 8d nail attached to wood D push nut or 2-1/2"long screw on 5"spacing.Stop molding not required when door jamb with three is more than 1"wider than opening. 5/16"x 1-5/8" End Stile wood lag screws,to (.034)steel end stile nominal(.0185)galvanized steel minimum horizontal track with two 1/4"x 5/8" track bolts and nuts and to vertical track I with two 1/4"x 5/8" o� track bolts and nuts. Optional Top Fixture (.034)steel center stile 2"(min)x.045(min) (.109)galvanized steel top fixture galvanized steel track C attached with Track Bracket C two 1/4"x 3/4"screws. (.102)galvanized steel track push nut bracket attached to wood jamb 8 (.034)steel end stile with one 5/16"x 1-5/8"wood 0— lag screw per bracket and ° attached to vertical track with one 1/4"x 5/8"track bolt and ' nut or two 1/4"x 11/32"rivets. End Hinge galvanized steel Intermediate Hinge attached with (.058)galvanized steel QQ attached with four 1/4"x 3/4"screws. ra four 1/4"x 3/4"screws. ` C V//, t push nut �\`�\3k' aF'`�'// g B 2"(max.for.069 thick) 2 3/4" 2 3/4" nIO.51737 , 4"(max.for.109 thick) , STATE OF " 3-1/2 (min.)stem %� �� i W nominal�2"(min.) �— � ` • 2 10(min.)ball roller . LORIZNV with nylon or steel tire. �"SSIONi; \� —►{ 3 $O I �'_ Professional Engineer's seal provided Oo0 0 17/8" only for verification of windload Bottom Bracket ED ° construction details A (.102)galvanized steel bottom bracket —� M A attached with push nut 1/2 �cUlJoIM;05-425-2017 nts four red 1/4"x 3/4"screws. John E.Scates,P.E. Optional Bottom Bracket Strut 2560 King Arthur,Ste 124-54 Models:2X4X,2X5X,4X4X, push nut (.109)galvanized steel bottom bracket (.040)50 ksi galvanized steel 3"strut Lewisville,TX 75056 4X5X,52XX,59XX Vinyl attached with attached with TXPE 56308,F-2203 306 weatherstrip Aluminum extrusion four red 1/4"x 3/4"screws. two 1/4"x 3/4"screws per stile. Florida P.E..#51737 C.H.I.Drawing:Z6-10-01 page 2 of 2 4 1 3 2 11 Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong-Tie. keep each area clear of ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5"long with washer that conforms to ANSI B 18.22.1 type B. any back jamb p g attachment fasteners ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. / 3 Simpson Titen HD,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. y Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI 1118.22.1 type B. 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 fu(SPP)and southern pine(SP). 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. s" 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. 1 / 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" 3/8" 3/8 3/8" 3/8" 14psf 17psf I 20psf 24psf I 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87 sf 93psf 24 24 24 24 24 24 22'-9 18'-9 15'-11 13'-3 11'-4 9'-11 8'-30 7'-11 T-3 6'-7 6'-0 5'-6 5'-0 4'-7 4'-3 T-31 n/a n/a 24 22 24 24 24 24 24'-3 20'-0 17'-0 14'-1 12'-1 10'-7 9'-5 8'-6 T-8 T-0 6'-4 5'-10 5'-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 T-11 24 18 24 22 24 16 28'-30 23'-9 20'-2 '16'-10 14'-5 12'-7 11'-2 10'-1 9'-2 8'-5 7'-7 V-11 6'-5 5'-10 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'-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 1 13'-4 12'-0 10'-10 30'-0 9'-0 1 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 7'-4 6'-9 6'-3 5'-30 5'-5 Highest anchor installed at 22 13 24 16 16 8 n/a 32'-3 27'-5 22'-10 19'-7 17'-1 15'-2 13'-8 12'-5 11'-5 10'-4 9'-5 8'-8 7'-11 7'-3 6'-9 6'-3 5'-10 least as 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 I n/a 31'-4 26'-1 22'-5 19'-7 17'-5 15'-8 14'-3 13'-0 11'-10 30'-9 9'-11 9'-1 B'-4 7'-8 T-2 6'-8 the header and the floor. 16 10 24 12 16 8 n/a I 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 1 9'-7 8'-10 8'-3 7'-8 16 10 1 24 11 1 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 10 8 8 n/a n/a n/a 35'-9 30'-8 26'-10 23'-10 21'-S 19'-6 17'-10 16'-2 14'-9 13'-7 12'-5 11'-5 10'-7 9'-10 9'-2' • 12 7 20 9 8 8 n/a n/a n/a n/a n/a 30'-11 27'-5 24'-8 22'-5 20'-7 18'-8 17'-0 15'-8 14'-4 13'-2 12'-2 11'-4 30'-7 2x6structural grade lumber. 11 7 20 8 8 8 n/a n/a n/a n/a n/a 31'-10 28'-3 25'-6 23'-2 21'-3 19'-2 17'-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 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/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 n/a n/a n/a n/a n/a n/a 32-4 29'-7 27'-3 24'-30 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 alf the fastener spacing distance and Titan Wedge- DOOR WIDTH feet and inches ata SIGN PRESSURE PSF h ITW Tapcon ITW LDT HD All ( ) given DE ( ) no less than the minimum edge distance. 1/4" 1/4" 3/8" 3/8" 3/8" 3/8" FASTENER DIAMETER o 1.75" 1.75" 2.5" 2.5" 2.75" 2.68" EMBEDMENT LENGTH 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 r Supporting structural elements toshall be designed by a registered 508# 319# 859# 371# 480# 340# FASTENER LOAD CAPACITY I , professional engineer for wind loads in addition to other loads. This drawing does not address the jamb/wall design,but only door attachment Jamb/wall construction is shown only for illustration \�����E•�"�.'�r���// purposes. The building designer is responsible for ensuring that the `� 0�,•�oENaF �1Q /� jamb/wall is sufficient to carry the door live and static loads. This Digitally signed by John E.Scates P.E. �; �' j drawing,doesnot address the spring pad connections. Registered • ma professional engineer approved an alternative design. Date:2018.02.07 15:11:58-06'00' No.51737 p g y SCALE Manufacturer's installation instructions must be followed. none Maximum spacing shown in chart. John E.Scates,P.E. *' 4' DDD Lesser spacing may be used to avoid interference with door It 2560 Kin Arthur,Ste 124-54 �O\� STATE OF �•�y` ��� p �I�O DATE and or fastening system,but not less than 6". g j `. ; o o s 2-18-2015 P J P P g Florida LewisvilP. #51737 le,TX 75056 �� I'D r1� Load er jamb=0.5 x door width x max positive pressure x door height. 8"CMU block walls shall comply with ASTM C90. TXPE 56308,F-2203 Back Jamb Attachment Detail Use minimum 2000 psi grout or concrete when filling CMU. Concrete Anchors CMU fastener spacing distance may vary+/-1". L Professional Engineer's seal provided only for verification of windload construction deiails. C.H.I.Drawing: BJA-101 Rev.-07 Use SP values only if both structure and jamb are Southern Pine. 1/2"MIN In MIN 1/2"MINN 1�.MIN Use SPF values when Spruce-Pine-Fir is present in structure or jamb material. ATTACHMENT OF Lessers spacing may be used to avoid interference with door hardware and or fastening system. 2x6 WOOD JAMB ATTACHMENT OF P g Y g Y 2x6 WOOD JAMB Maximum spacing shown in chart. ON SHEATHING Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B18.2.1 Y2"SHEATHING When applying back jambs over dry wall or other non structural wall covering, use longer lags screws to insure 1-1/2"minimum embedment required. Washer:1-1/8"minimum outside diameter,must conform to ANSI B18.22.1 type A. ''/s"x 3"LAG SCREWS Pre-drill 1/4"diameter pilot holes for lag screw insertion. 1-1/2"minimum lag screw edge distance required. Spruce-Pine-Fir(SPF) �'z"SHEATHING MAX LAG SCREW SPACING Inches FOR DOOR WIDTH max vs DESIGN PRESSURE x 3-1/z"LAG SCREWS (inches) ( ) keep each area MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) clear of any back IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF jamb attachment 5 9' 24" 24" 24" 24" 24" W. 24" 24" 24" 24" 24" 24" 24" 24" fasteners 10' 24" 24" 24" 24" 24" M. 24" - 24" 24" 24" 24" 24" 23" 21" / 12' 24" 24" 24" 24" M. 24" 24" 24" 24" 24" 22" 20" 191• 18" 14' 24" ' 24" 24" 24" 24" 24" 24" 24" 22" 21" 19" 17" 16" 15" ® 8" 15' 24" 24" 24" 24" 24" 24" 24" 23" 21" 19" 18" 16" 15" IN' header / 16' 24" 24" 24" 24" 24" 24" 24" 21" 20" 18" 17" 15" 14" 13" 18' 24" 24" 24" 24" 24" 23" 21" 19" 17" 16" 15" 13" 12" 12" 1 8 20' 24" 24" 24" 24" 24" 21" 19" 17" 16" 14" 13" 12" 11" 10"' 1 / 22' 24" M. 24" 24" 21" 19" 17" 15" 14" 13" 12" 11"- 10" 9" 3" 24' 24" 24" 24" 22" 20" 17" 16" 14" 13" 12" 11" 10" 9" 9" 26' 24" 24" 24" 21" 18" 16" 14" 13" 12" 11" 10" 9" V. V. 30' 24" 24" 21" 18" 16" W, 12" 11" 10" 9" 9" 8" 7" 7" Southern Pine(SP) MAX LAG SCREW SPACING(Inches)FOR DOOR WIDTH(max)vs DESIGN PRESSURE ° MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF 510' 24" 24" 24" 24" M. 24" 24" 24" 24" 24" 24" 24" 24" 24" Highest anchor installed at 12' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" least as high as door opening. 14' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21" 20" u 15' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 21" 19" 18" 16' 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 22" 20" 18" 17" Anchors to be evenly spaced between . 18' 24" 24" 24" 24" 24" 24" 24" 24" 22" 21" 19" 17" 16" 15" the header and the floor. 20' 24" 24" 24" 24" 24" 24" 24" 22" 20" 19" 17" 16" 14" 14" 22' 24" 24" 24" 24" 24" 24" 22" 20" 18" 17" 16" 14" 13" 12" o 0 24' 24" 24" 24" 24" 24" 22" 20" 18" 17" 15" 14" 13" 12" 11" 26' 24" 24" 24" 24" 23" 21" 19" 17" 15" 14" 13" 12" 11" 10" 2x6 structural grade lumber. 30' 24" 24" 24" 23" 20" 18" 16" 15" 13" 12" 11" 10" 9" 9" May be counterbored up to 3/8"deep at each anchor location to provide a r flush mounting surface. SC-4) First anchor to start at no more than �N p�.•�G E M dF• � /// half the fastener spacing distance and • N no less than the minimum ed a distance. Na.51737 Digitally signed by John E.Scates P. ; Date:2018.02.07.15:11:28-06'00' •O ; STATE OF f A ` &3MC:3] �00 none Southern Pine(SP)specific gravity=0.55;load per anchor=620 pounds. i '�! • Spruce-Pine-Fir(SPF)specific gravity=0.42;load per anchor=482 pounds. j/0�`.F��R�QQ; 6\r` 000 DATE 4-25-2017 Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure). /Z/�s+s 0 \-N` These charts do not address spring pad connections to the building. John E.Scates,P.E. /� /ONA� �N Back Jamb Attachment Detail Alternative design may be approved b a registered professional engineer. 2560 King Arthur,Ste.124-54 ���/�(� �'fJ���\ g Y PP Y g P g I La Screw Supporting structural elements shall be designed by a registered professional Lewisville,TX 75056 g for wind loads in addition to other loads. engineer Florida P.E.#51737 Professional Engineer's seal provided only for g TXPE 56308,F-2203 verification of windload construction details. C.H.I. Drawing: BJA-102 Rev.-06 Self tapping screws (with steel) screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B18.2.1. 100"X 1"fillet welds USE 9/16" track %s"steel Iambs:allowable load per screw=444 lbs. Welds performed by a Certified Welder or inspected by a MINIMUM bracket or Allowable load per screw;12 gauge=209 lbs,14 gauge=143 lbs,and 16 gauge=110 lbs. Certified Welding Inspector to verify integrity of welds. reverse DIAMETER P $ $ $ $ $ $ continuous optic, Washer:9/16"O.D,minimum;must conform to ANSI B18,22.1 type A. 12 gauge or l6'steel Jambs;allowable load per weld=1,272 lbs. angle WASHER IF P Use all necessary precautions when welding galvanized steel. SCREW HEAD angle Washer not required if fastener head has minimum 9/16"outside diameter. IS LESS THAN Lowest fastener to be within 10-inches of the floor Welds to be evenly spaced between header and floor. 9/16'DIAMETER Maximum spacing shown in chart. Lesser spacing may be used to avoid interference Lowest weld to be within I0-inches of the floor 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 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. Load per jamb=0.5 x door width x max positive pressure x door height Cracks and blemishes shall be ground to a smooth ATTACHMENT SPACING(inches) 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 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf, 48psf 53psf 24 31 36 36 36 36 7'-10 6'-S S'-6 4'4 V-11 3'-5 3'-0 n/a n/a n/a n/a track bracket or 20 26 36 36 36 36 9'-S 7'-9 6'-7 S'-6 4-8 4'-1 3'-8 n/a n/a n/a n/a 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 6'-10 5'-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 7'-10 6'-8 S'-10 S'-2 4'-8 4'-3 3'-11 n/a 12 16 24 36 36 36 14'-1112'-3 10'-S 8'-8 7'-S 6'-6 5'-9 S'-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'-0 4'-7 4'-1 9 12 17 36 36 36 20'-S' 16'-9 14'-3 11'-1110'-2 8'-11 7'-11 7'-1 6'-6 5'-11 S'-4 4'-11 4'-6 4'-1 n/a n/a n/a n/a (E0°x1"lectrod sMin). (E60XX Electrodes Min). 8 10 16 36 34 36 22'-4 18'-S 1S'-8 13'-0 11'-2 9'-9 8'-8 7'-10 7'-1 6'-6 5'-10 S'-4 4'-11 4'-6 4'-2 n/a n/a n/a Weld to be located vertically on 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'-S S'-11 5'-5 4'-11 4'-6 4'-2 3'-11 n/a angle at spacing specified in chart ' , , , , , , , , and tack weld toe of angle or 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 bracket at same spacing. 6 7 11 36 24 36 31'-5 25'-10 22'-0 18'-4 15'-S 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 n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'-1 20'-S 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 1S'-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'-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'-1 18'-0 16'-5 1S'-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'-S 23'-1 21-2 29'-2 17'-6 16'-1 14'-8 13'-6 1214 11-8 101-11 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'-S 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'-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'-5 23'-6 211-1120'-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 1 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 nJa nja 31'-4 29'-2 27'-4 SCREWS scREws SCREWS WELDS --Ws WELDS 14psf 17psf 24psf 24psf 28psf 32psf 36psf 1 40psf 44psf 1 48psf 53psf 58psf 63psf 10psf 75psf 81psf I 87psf 93pSf 16 ga 14 ga 12 ga 12 ga 3j16" 3/16" DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) Alternative design may be approved by a jamb licensed professional engineer. amb amb amb amb jamb Supporting structural elements shall be ATTACHMENT SPACING(inches) designed by a licensed professional engineer 110# T--1-4-3#—T 209# 1 1272#1 444# 1 1272# C '' for wind loads in addition to other loads. LOAD PER FASTENER(pounds) `oxo This drawing does not address the jamb/wall design,but only door attachment Jamb/wall �� �►�"y.R---• �� construction is shown only for illustration '�• \�+g#��S`�� �j purposes.The building designer is responsible % for ensuring that the jamb/wall is sufficient to tcarry the door live and static loads. No.51737 ! • TE3WO (1�fto aaoSCALE none John E.Scates,P.E. i�0 s STA E OF /a ❑©710 DATE 2560 Kin Arthur Ste 124-54 r�► t, ;11 2'4� a n 2-18-2015 King Lewisville,Tx 75056 rX O��`+�CgR10P0 TIorida P,E.#51737 XPE 56308,F 22x3 Datea201$.02 0 lly signed715:11:13-Ob'OOy 4ohn E. s P.E. , fir\ Steel Attachment Detail Professional Engineer's seal provided only for verification of windload construction details. C.H.I. Drawing: BJA-103 I Rev.-07