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Specifications A, alf03 Rogers M,, 1 c2,: ,..t.4 : : .• fi• • • •• •• • . • : • • . ... . . •• • • . . 411. • • , • : : • •• c1 too — a 2$ 011 ZS L e ZS 1 0e: • : .� s•p't :., . • • • • . . ..• . . . • JCO CO 1(21— •.• •• 7. tY :•• :. g . . .T4, 2. . � . )==uj : : :.. :.: ••� • • ) in it,LT. .Y. 1111 d. ocncnce Z.- i-iuwww ` �xss _. _ _ _ T. _ _ ...._ r omv)(1) N. X888 1111 )0 M ) 0 ELEVATION VIEW at NORTH WALL: Existing W O V l 1( il, (Oo -o I 1 1 1 1 2549 3 b n o ( ZS T t (IJoM.) it¶ Ip I l I. IKARAk)1 I 1 ELEVATION VIEW at NORTH WALL: Proposed c - • --'c-----7.4 , ,..-, ?4icoVe EXPIRES: L ¢o f • • •• •• • - • ••• •• • • a • • •• • •• .. • • • ••• • ••• MP /YAP • ••• •• •• •• Wik10 ` qc r • �• ••• ••• • •••• ••' • ••:• •••• 0NC0 P 7— t3.' psE ccs•e; • II-..PS•F iww . . an u) AR-EA jr-3° (-26) 'S = 5oo P )COmuO crP (e ) 2 Iwww >s s s lk� _. 22.83 t Cgs : 12) (3S ) - 21-.1=71 8 �- (Rax) >MMC9 JAr-t.0(s)F- W 2 O 0 4t- ---- 3 016' 22 .Z` 075 # HSS (2 )(- 4 x3/(6 t1.1. 875 14-' It 1r -t 2S ) &I Zs 12. 2 4-j0 --) 7.2 ' 4- I ti- o 2 10 P (Xi 4: (Sec*c eoov-) 5�R T1 ll '�`����pRDF��i 4 -- 3z�Cc 1 (k 22,' C 22,� c1 EXPIRES. 6403 CZ tfrk (Z_s3:�.( . :•. •• : : •••$.— • • •• • • • • •• • • •.• • • •• • • • • • • • : • • • •• • •• ••.• • ••• _ • • • • •• • Xttr 't 0 4 COST ( -rot P(14("' t Pifj of ••: .:. •.• D CO CO 3Q Sri . • DCO HH -L 1 ' r (o(A') r 1' V ✓. ' -1_ ( 0 1I 7)(VO) 2,9, 875, uruww uwww cxxx1 �sss .�-�t - ?-5.D7 — (4.1 — .4 = (1.5 ` iii 4"--- u., 2 , 0 1 14.4Q 5.0 1441 --_,. 1.2 I 1 45° to 72.S ettli. c"'°"1 1*-PrDefa-' El . L -z. s o� P _ �2 �3 5°' ± Sa P of -� y � ��R Tom : pw = (�-so x � 1c ��apRoF f2 = 725 (wio9) 4. • 4...• 44.'1 0„..4:\4,4 iiiim....I i i 1j ... Z.- H-5,5 12 K rZA4 <r 22. 01 1 Pill 1iz- •. � • .• . . : P:3 • 4 • • . _ • - t• ••.• .• _ • • •• • • •• •• •• •• •• • • • • • • • •• •• • • . ••.• •• •••• . . • •• • I ••• . . • •• • • •• P C ce KA-v.— p 0sk) = ( -i-l�•?2•�3• myyi -F� 4-5) wW • .fI�•• :i: / 1ti 3 • • J • • III cr)co co LU= IP __ Pl2 = 6(75 -t- CsoYtC) = 6Q5". s §c III 8 M - Q u E L 12,35 _ O P 14 3 r 1 0 4455 ( 2 x (2 )( 3/8 I I /1")' V k( " 511;. it‘k . I' ( " (,)e).sts ,..09 PROitrn I I)4 ii(14 C.*202 V''‘c:1;S* t 3(1 ‘.`5 EXPIRES' • •• •• •• •• • • • • • • • • • • • • •• • - _- • • •• •• • • • • • • _—...._..____....._ '-.. -• • -.-•..-.._---•..-_.__..._.4.._l _. • _ .._--/ ‘ lia X 1 , •• i •• . • , { .._...- i'-»_:-.-•"._A----0-• •_*-_•..A •. i• : 1 ••,,•... _ -1--1 • • i • • '•` I • •i • •-- _.._ _ i -1- -3.11 •• 1 • • • ,• • • • • i .875k1 1 • i•w • # •; • • • • • ; i I: : .875k • ' .. !— • 725k 3- .42k 1 ; ...._....._f. ( __.. 1- - _ _____i ..-t__ i : i L— . .. •_..-;. ... .-.. _ T .-.._..._ _. __-�_.— ..-- --'f- 1. 1 _ 1 .424--_ c- I —1 — — < t; — ..-- —H-,----t----- —_ . I. i I k : t — - — . . w i-----,-:-.`-. i .21 k/fG 1 _ .___t -3.1 Loads:LC 1,WIND .Results far LC 1,WIND Reaction units are k and k-ft • Rogers Machinery Dec 3, 2014 at 9:35 AM 6403rogers machinery JAMB 1.r2d Company : .4e€4,✓1Q14 Designer •• •• ;.• : 5:29 PAII . Job number 6403 Rogers Machinery : : : ; • •.Check0d'By: • Global '- .'. i'• .; _.. Dis•la Sections for Member Calcs 5 • • ••• • ' .> 6 Ct," ® a . ra q v ';4.-:0--."VP.. •.� ii• •.• '•• ••• • - Include Shear Deformation Yes • •• •• P-Delta Analysis Tolerance 0.50% • • • • • • • •.• •.• •• • • Hot Rolled Steel Code _ AMSC: ASD 9th • ••• • • . �. � �° � teed w-�� �r, . . $�>s �.. Wood Code NDS 91/97: ASD Concrete Code ACI 2002 Number of Shear Re•ions 4 Concrete Stress Block Rectan•ular .J " r« EZS a;:,' Bad Framin. Warnin•s No Hot Rolled el Prop-rties Label E[ksi] G[ksi] Nu Therm(\1 E5 F) Density[k/ft^3] Yield[ksi] 1 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled eel S tion Set Label Shape type Design List Material Design Rules A[in2] I(90.270)[i... I(0.180) in4 1 JAMB HSS12X4X3 C lumn _Wide Flange A500 Gr.46 _apical 5.38 16.435 91.954 Member Primary Dat Label I Joint J Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 N1 N2 _ JAMB Column Wide Flange A500 Gr.46 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive 1 M1 Yes Jointrdinate Coo sand Temperatures 1 Lal l X[ft] 7 �[ft]�1 Temp[F] rTt.. * r`'.n .a''ex a .w '.4:`•�,. M1M a M. v, "' O .,..nr . - Joint Boundary Conditions Joint Label X[Win] Y[Win] Rotationfk-ft/radl Footing 1 N1 Reaction Reaction f r .x :;„u r^ a -. x S;' : ' Reaction=t ,.. _... � ? ... ... >� a Hot Rolled Steel Design Param ers Labe Sha a Leng4.29 th[ft b-o8ut[ft] Lb-in[ftj Lcomp top[ft Lcomp bot[ft] K-out K-in Cm Cb Out s... In sway 1 M1 JAMB 2 RISA-2D Version 7.0.0.6 [C: ISA\ro rs machinery JAMB 1.r2d] Page 1 • •• .• •• • • • • •• Company • :•• • • • • • • peC4,2t214 Designer •e; : :•' : 529 PILI • 9, Job Number 6403 Rogers Machinery • • • i : : 'Gheckeduy: • ••• • .•• Joint Loads and Enforced Displacements i • .' Joint Label L.D,M Ditecti i• "' PVtagnitude[k.k-ftin,rad k`s^2/ft] • No Data to Print... • • Member Point Loads (BLC 1 . Wind) __ Member Label Direction Magnitudefk.k-ftl Location[ft.%] 1 M1 X .42 7.167 ?1,�- .., ''' PA4 7 . ,— . ..d,..;:. ,. rs, " .2,d ,.`,c_"`:v4 : '?;,-`,':. eta „ ,,; .:guff 3 +M1X .725 14 V _ 5 M1 X .875 22.167 Member Point Loads (BLC : Gravity) Member Label Direction Magnitude[k,k-ft1 Location[ft.%] 1 I M1 Y -6.925 14.5 Member Distributed Loads (BLC 1 : Wind) Member Label Direction Start Magnitude[k/ft.d..End Magnitudefk/ft,d... Start Locationfft.%] End Location[ft.%] 1 M1 X .21 .21 0 14 Moving Loads Tag Pattern Increme...Both... 1st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint 6th Joint 7th Joint 8th Joint 9th Joint 10th Joint • No Data to Print... Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 6- 1 Wind None 5 1 � 7 4i,Gravl(jr-ae .<. ?..Non6.;;W4 _ .z -;--,i,11-A.47,4., -,.. ;§ S-4140i7W-Vir. : ,:siV :,,.�ati. --4., Load Combinations Description Solve PD...SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 WIND+Gravity Yes 1 1 2 1 Y -1 Load Combination Design Description ASIF CD BIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 WIND+Gravity 1.33 Yes Yes Yes Yes Yes Joint Deflections LC Joint Label X[in] Y[in] Rotation[rad] 1 1 N1 0 0 -9.173e-3 c ,- t .n' 'vyP.�hx�4 yy' ''pp##.��. '"i.:.' t .4 rs C# tn � .`� s Ott, 70 a^ °'ivy-f-'-- `.��*'j7,.'3 r ... " x � �9r�l ° k Y��`Y' �«41 yw,;S�4 ��N2�. E,. 4'�'� �.�-a-�.V�. _. «�'',� ;..i�+.�i.'.: .a_ 008� �.,r. �� rM �"��9,02'3e ..d'.sr..gg4 ' Joint Reactions LC Joint Label 6.) Y[k] MZ IR-jt] 1 1 N1 7.37 0 rs ;;f. w .R k:� ac'4 s g ".„: fir}�ae a zey *11.- V::',•":4= ,�.:. r+-s ;r°�. � .`' i��a ._ r �"�>r 0...�z' . �.*�P.a�. _m'�n..�svF=�.l��"i.• tss'.5'".,:,RISA-2D Version 7.0.0.6 [C:\RISA\rogers machinePage 2 .. .. • • •eC 4,2 4 Company • Designer • • •. •• • 29 Pref • s, Job Number 6403 Rogers Machinery t`: : : : 'Checked$y: • Joint Reactions (Continued) "` •• Joint Label X k • • •• Y ' • . • •i•• fk-ft] 3 1 Totals: -6.255 • ••• 7.3r• ' . .,; '.,��r -',;.2S1;� �i$� �.� , ' ar-�z, s ��+'A �.a xs s� ` �* ,r ¢ `I%' Li .:-IA-.':,,,:,;,c,,a - 7 � : .•• •.. . . •. .. Member Section Forces • . . . • LC Member Label Sec Axialfkl Shearfkl Moment[k-ft] 1 1 M1 1 7.37 3.239` 0 ,/�'.�'Sa �� x. s ..,... ffi: m� .a. -,Vit 4 3 3 7.147 .268 -21.755 . 4:4K,6'647.,..?; ,-.tet g, a�,�...��... .. :�,, y tz�^.€'� e � ^t..n r;:* �� �s�� .� 'A;, .. Ei'rci v:,u ';n4 ..+ei'. t�,�`. '' -,.m�_, mm.&,ms ' '' i'—:1 .,s_` ',,&i...>: 5 5 0 -3.016 0 Member Section Stresses LC Member Label Sec Axialfksil Shearfksil Top Bending[ksi] Bot Bending[ksi] 1 1 M1 1 1.37 .774 0 0 3 3 1.328 .064 17.034 -17.034 w. 47::::j ..�..�d...' ...� �-.,�".� ,.."� �� �' � �. � -.� �� t q F'41�4.147.7=41- 47,.-'11,t .'.orysl�� 3 a= ® Vis;_.° 5 ..., 0 0 0 Member Section Deflections LC Member Label Sec x[in] y[in] (n)Uy Ratio 1 1 M1 1 0 0 NC 8 s� ✓` s's,q :: �4' � €' �i � (gyp � �� z: ax :047,*:.iJR -u � �2�� fr '�'®� �- �a�a�'S98 "z ;ar 3 3 -.004 839 347 35 '°. .n.. Y3, `e' �.a. . 1:i14 a, 5- a i _„ _,1 e. r4i '+ ,: 14.0-0W"¢ - ,''t "r... 44§—qts aµ�'. =I, i-',"w - .it. ,,i 5 aI-1, 5 -.008 0 NC Member AISC AS teel Co• 2 Che s (By Combination) LC Member Shape U Max oc[ftL Shear UC Loc[ft] Fa[ksi] Ft[ksi] Fb[ksi] Cb Cm Ban 1 1 M1 HSS12X4X3 I .609 I .145 .052 0 19.664 27.6 30.36 1 .85 H1-2 Material Takeoff Material Size Pieces Lengthfftl Weight[K] 1 Hot Rolled Steel e •✓ t r ;' r .r, ^. _r,, :`' ,fes a t. ?,3""� ax,-- Wit&`" k� 1 s a ..2....a.,„���,r�_..;�H5512XdX3 ..= . ?s>__ . . �.,��_.� .,�� .. .�[ .±G�k3..,.'.:e°�. { *;'�;S?.. ._ 7.!i, _. 3_Yt' 3 Total HR Steel 1 24.3 .4 RISA-2D Version 7.0.0.6 [C:\RISA\rogers machinery JAMB 1.r2d] Page 3 4, Company :• "• •. 1 . •Dev4, LOy 4 Designer • • •• •• ;.' :4V5 P • 1 Job Number 6403 Rogers Machinery : : •gheck4.13y: Global • • •• ••• Dis.1a Sections for Member Calcs 5 • : ••• • • • t=1[ 0.1 .k� .� ffi ;;;113. ,!: • ••• ee • Include Shear Deformation Yes IT s t P-Delta Anal sis Tolerance 0.50% • • • • • Hot Rolled Steel Code AISC: ASD 9th • •••• • Wood Code NDS 91/97: ASD k � Concrete Code ACI 2002 Number of Shear Re.ions 4 ski M ?AJAILi Concrete Stress Block Rectan•ular Bad Framin• Warnin•s No '4 Y : fit Hot Rolled S el Prokerties \\ Label E[ksi] G[ksil Nu Therm(\1 E5 F) Densitylk/ft^31 Yield[ksi] 1 500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled teel =ection :is • Label Shape Type Design List Material Design Rules A[in2] 1(90.270)[i... 1(0.180)fin4 1 HEADER HSS12X12X6 Beam Tube A500 Gr.46 Typical 15.94 357.042 357.042 I Member Prima*Data Label o t J Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 Ni N2 / HEADER Beam Tube A500 Gr.46 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive 1 M1 Yes Joint Coordinates and Temperatures Label X[ft] Y[ft] Te [F] 1 N1 0 0 ."" s w Y. .: t S 'ds•,, s. 4 °+`&} i a t ° -` = •k ^'"sx;} ..; E'- ,. a , .MO Joint Boundary Conditions Joint Label X[k/in] Y[k/in] Rotationfk ft/radj Footing 1 N1 Reaction Reaction .: �,� _ x„ ,..s y _ e +��,�. .�s� tet-+c f Hot Rolled Steel Design Parameters Label Shape Length[ft] Lb-out[ft] Lb-in[ft] Lcomp top[ft Lcomp bot[ft] K-out K-in Cm Cb Out s... In sway 1 M1 HEADER 30 RISA-2D Version 7.0.0.6 [C:\RISA\rogers machinery HEADER 2.r2d] Page 1 1 Company • • •• •• '•• .' 'deoa, 1614 Designer • .. :425 P I, Job umber 6403 Rogers Machinery ; • •Qttecke 1 y: • • • ••• • ••• Joint Loads and Enforced Displacements • i • � _iJoint Label L.D.M Dirtcti,rt• ••• Agnituddfk-ftn. rad k*s•2/ft] • No Data to Print... ••• ••• • • •• •• • • • Member Point Loads (BLC 1 : Roof(snow+dead)) - . • Member Label Direction Magnituderk.k-ft] • s • • = Location[ft.%] 1 M1 Y -12.35 / 15 Ir Member Distributed Loads (BLC 2 : Dead Load(wall)) Member Label Direction Start Magnituderk/ft.d..End Magnitudefk/ft.d... Start Locationrft.%1 _ End Location[ft.%1 1 M1 Y -.05 -.05 0 0 Moving Loads v Tag Pattern Increme...Both... 1st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint 6th Joint 7th Joint 8th Joint 9th Joint 10th Joint No Data to Print... I Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 Roof snow+dead,/ None 1 �'� �' AEd6® wa ^: rY kr , ®lle~c�. :�-�4. .'-.w&ie lr, . 1 :::.2., F:'"4;4 ,. =RMW.4 . #._v- -^.s..a ..ms..a n a-:e Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 ROOF(TL)Yes 1 1 2 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed_ Wood Concrete _ Footings 1 ROOF (TL) ; Yes Yes Yes Yes Yes Joint Deflections LC Joint Label X in Y MI Rotation rad 1 1 N1 0 0 -1.044e-2 7:7, .x. .. ate. " ,•.a APPi . 2 _..���•E;W ; ._.. _ ,,. "4,r :::tI;;. *,M.,4:ei _ � rit1i Joint Reactions LC Joint Label X[Is] Y jk] MZ[k-ft] 1 1 N1 TH.s e.;.. 0 .�._. 6.925 0 m' 'Vtyt ... ' waa �' s. .: &. . z� a0:� ,-�°_ S':AS4hk1� a,S� z - ®a <z.,-;. : 3 1 Totals: 0 13.85 1.V.: .it t i::', .-,+ �'?A*XF yC ^rte' fia �*a. F c .a r -s.�s N'Sr ,:, ' a S �� .k.,�T�F�: .... •.. C%OVt_(it�::;c 3 ^'8�4a »s.. �. � �1•J"k�. ,�...+ .. .:' ,,,+�:Ya��*t -�a. ''"...,.� 1,4,e4' :�'�.r.}:�?i ' Member Section Forces LC Member Label Sec Axial[k] Shearfk� _ Moment[k-ft] 1 1 M1 1 0 6.925 0 ... . :, . , ;I: 7. .,6.5WZ: ,. 56.5.3* IOW—_ - RISA-2D Version 7.0.0.6 [C:\RISA\rogers machinery HEADER 2.r2d] Page 2 , Company .•• :•. :•. :'. •' :DPeo.., 2644 Desi ner • • •• •• :.• :4. 5 Pf g w Job Number 6403 Rogers Machinery :': : : • : •cecke:i.ay: Member Section Forces (Continued) •_ •.•. :•• •: :" LC Member Label Sec Axial[k1 : : •• �S @Br[kL.: :• M ent[k-ft] 3 3 0 •.• • q�5 • ••' •-98.25 ' 5` ',2:1-11,..,_,„,.:cs tq< sr 1c-. 11.1;-§° 3 : t r a ,1 fw4 - ' :4.1 1. 5 5 0 •� •� -6925. 0 • • • • • • • • • • • • • Member Section Stresses : •:. • • LC Member Label Sec Axial[ksi] Shear[ksil Toq Bendingfksil Bot Bendingfksi] 1 1 M1 1 0_ .827 0 0 3fr �� . y 9 ^, k*t . ' 0 ,..i, . i. .z pil•- a nWi 5;.� `.`''A'.,ir fo i 'fl' -ri ? 7,S.: 3 3 0 -.738 19.813 -19.813 ' x;x� .&. + ^ o-1;'..74 .'1":.!a'; s. 1.* 's^,% 7r-'1.:1,. a�a��:� .. �c�s,.,.'"r . .. ��"Z"�'�t�, �� � �� .. _�9E'a�a.�,"��"'�.` � w�,»6� `. ,�:ti�` .. ` +`- ��i 5 5 0 -.827 0 0 Member Section Deflections (By Combination) LC _ Member Label Sec x finl y Iinl (n)L/y Ratio 1 1 M1 1 0 0 3 3 0 4-.:'77' 288.609 , ��,z ar "a ,7 -as+, °S"'. .1,:: "r z s :47111: '* ( em" ' � tr.�"� � � c' '��,,, &:,.= �� *; fir . � '''''''''''Ts:.. .�� 5 5 0 0 �C Member A/SC ASD =teel Code Checks (.:y Combination) • LC Member Shape UC Max Loc ] Shear UC Locfftl Fafksil Ft[ksil Fb[ksil Cb Cm Eon 1 1 M1 HSS12X12X6 .718 .045 0 18.752 27.6 27.6 1 .85 H1-2 Material Takeoff - A-- Material Size Pieces Lengthfft] Weight[K] 1 Hot Rolled Steel ` :-:P-'' a i +a : _, X4 XX6 t', a ''` $'".•' "# ®F Q ,e` _ '"g bt 'i l , 3 Total HR Steel 1 30 1.6 • op. - _. RISA-2D Version 7.0.0.6 [C:\RISA\rogers machinery HEADER 2.r2d] Page 3 b 4-03 I tz,/ik,\ a e •• •• •• • : 4.: ••fire. / .. • •. ••.. • •••. • • • • • • • • 6ASe f'(,xr . ?LA D�z';oal ta: .4titiis , A L W CCe Bab• e Pl•ate. g�l PL:1/2:XS")41241/4'=•' n to in LL r w/ (2) 5/8" dia. I I I I ��, _ Expansion Bolts nmmv� - �, _ - (Embed 4-1/2" min.) LXXX ` t` N Simpson "Wedge-All" 888E z, „ ' okay. 1111 88ci:--,,r, . {12V et - r 31161' VTYp• i W 0 •N N_ -S1 1 . 40.--.s. HSS 12x4x3/16 �' i, , Tube Column: ....4‘,._ - i 4 Door Jamb Post (• ` -' A _ • - r- 13/4-" ` 314-" 4-11t Li �1- I, 1 I • CDOtig.) - R.cp-( u( 'Dao( - RRckJcV 2 . ,�0PROP49 4/4j'22,‘'l I\ T444COVe EXPIRES: (2 -r 3.• 44-03 1�lM • • • R • • •• •• ••• ••• • • •- • • ••• • . •• • •• • • • • • • • • • •• • •• •• •••• • •••• • • • • • • • •• • •• • • •• • • • • • • • P•sc .. • ••• _1.6 • rd. •Ice& .a..... ,...) 1W W ••• ••• • • •• •• :CC CC • • C<<cc • •• i•• ••• •• • • LL' •)WW ' • ••• • • iii I (56�3C JWWW J W W W =___ )0 0 0 3 8 8 8 / 1111 ® ib$ 4 -t 4 V = 2.300 It D CO M M t. !?eskl w = �SG� a r GG (¢(3'(2?`-D) 1 313 i _ ___4,6 ( 681 tl . 3.?5 ► I td - ge, bts at-c� 2t/2 .682 = 3,6C - ,p6, I ec cc = 3.66 �� -4 ,13 P41144L 4'‘1&rqc _ z , 6,1-.• Sf Aci rJ q ( 7 "c_c) : (00°6 kO,D PRactife• i VA. = 6 613)(3c53 2.2:7 0 kt .� . 1- 'o ..,� �� 022,‘21 1 TjM COVOt C 4.o3 R,l ?•: ••::4. •. .• : : .•Q•�� • • ..• .. . • • . ... •. • ••• . •. • •. • • • . . • .. • . •• ... . ... • • • • • • ve,-D - • -moo - J d-.t3 :•V¢ ': " • _' _ . - f5 • . • • . ... ... .. . • • • • -`v`,/<I, /AO V T�p ' ` 1 1 t I I HSS 12x12x3/8 ti Header Tube. -) I t di _1 tl 22 /2I 0 MSC, o I 3/V," i> I I •I II HSS 12x4x3/16 ` Tube Column: _ _ _ I I Door Jamb Post E T,� I x,cs 4 r� c�>z-r c-r .) ' 1 I 0.......) AI I I 3 (L` v 1 h,1 Girt-support plate: I TUb.; 40RDFS0; ci 0D. . = - 41COJ � • b4-o3 Pim v2.. .. ••• • • • itf. . • •••• . . . . ... . . .. . . . . • • • . • • • . . •. . • • XtST( k‘ "POST -T1 - . •c'� • :• ' : i 1 i ce _ "1•$:ri'-) , 9,0•(...1Pi LC__ • MI 5146 4 posT) Go0N I� Foci:- SV?Po2T. PtkrE5 I II I I1Z IIx `FAX l2U e i -r 04 1/b" Vt0K aOcOcna) ` 1 ( • ' t0 4. 1/4. , I c.);, 9Re (1CS .) '' HSS 12x12x3/8 Header Tube. A ____ ___ __. _ __. __. _._____ TUB .&--"%f*,t PROF.464 • '40•47.4 6 A,,.74'...itsli, A y y- 22,1 , ?41 cc S . EXPIRES ` 6t-03 giM t2 _• •• •• • • • • p— 5 • • • • •• •• • • • • • • • • • • • . • • • •S . • • �� • • •• • • •• •• • • • ••• • ••• • • • • • • . • s'PrAT. t) -rA Ls :. i'cQ : �: ' 4i• et ip4ter 111 ••. ••• •• •. •• ••• ••• • • • • §§§ • • • ••• •• • • b,„0 i1. • II Existing 2 " gLig . Weld the . Zee-Purlins VII /Su at 5 ft o/c cog)toco nearest 8?-.F.§ , pudin. IIIIPN il • >c" . \\"I" • • X Existing endwall • "cee" beam. ":17!7' gflJ } 3 u V 't sloEs lib 4- I I I . . 1 I I. . I • - :.: HSS 12x4x3/16 ..#4-. - 1 I -. -- -'03,, ,,.'''....: Q 710,4 Tube Column: II Door Jamb Post4 ) 4:.4;, ;.?4,4., çL ,i, '. 4 y 22,\';. ,I>> . '''- EXPIRES: f Existingendwall COMET 3-0236-100 SHEETS —5 SQUAREem&S , •.. . 3-0237—200 SHEETS —5 SQUARES • " ` 4 "cee" beam. 3-0137-200 SHEETS —FILLER - ' ` -= .- ,--_,..----_ _ .1. .......' I - _ ....•••• 4� _ I Existing Endwall D Post. D w -- - — -- - ,— - - - - - ID L/7_ — — (._ t1 HSS 12x12x3/8 , ..... _ _ I__ Header Tube. 1 50 _ _ _ Existing Zee Existing Zee Girts \ Guts __ _ IHSS 12x4x3/16 HSS 12x4x3/16 .__.1-- L-----==—=-7 ._-- _— == Tube Column: Tube Column: — =_ Door Jamb Post Door Jamb Post (0$111'A A i. co, •••.� If. . ..... ••••. .. • • • .....• • • •••• • // / 1 e i / / i i / / / / / / / / / / / / / / / / //•/ /• i( • •• •• •• P • • •• •• ^/� •• • • iii. .� 1., V '4 ELEVATION VIEW at NORTH WALL: •• • O . N ° • b •••• . ••• G • • • ••••o