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Home My WebLink AboutPermit Building 2010-8-5 " Status Issued , ' ,'~;~:,"S " .!::,..:o 'I! \;~ ~ ( " ~'" ....'.., l"'";"-~,';U': - ".,,' . 1 ~ . , CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2010-01060 ISSUED: 08/05/2010 APPLIED: 08/05/2010 EXPIRES: 02/05/2011 VALUE: $ 2,000.00 225 Firth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line ..._-.... SITE ADDRESS: 1258 D ST ASSESSOR'S PARCEL NO.: 1703351409100 Springfield TYPE OF WORK: Single Family Residence TYPE OF USE: Alteration PROJECT DESCRIPTION: extend roof at gable ends- patio c~ver exempt from permits Residential Owner: WELKER DEBORAH A Address: 1258 D ST ;J SPRINGFIELD OR 97477 " leNT/ON' Owner: f"jIWADEKERR'yJcllaw re ' ^, -'''' .uapr d qUires y Address: ' ,J.258jl?"~'!'~~f_. e_, by the 0 OU to I' ('BP,RINGFIEED ORs974J7 regOn Utility nf.,~ \. -'- VV'~U()1n+l-... JI..JIl::sare~o."'''''i3 (' el( ....-..ItIEWObtain -...,....~;JIIUAR9~::> .,. nU~b~ ;he center, (Nc~~jes of the rll/~9\1J'tRA~T,OR INFORMATION I Or the Ore " the teleph ~ 1 " '. '_ -EeMe' gon U/If/tll N '. one. " . Contractor Type r IS €l:iDtr;\l5t~r otlflcati&{ ",' . .". ' License Expiration Date Phone ~ <:344) ,,'. ' General TBD . BUILDING INFORMATION i # of Units: # of Stories: Primary Occupancy Group: R-~ Height of Structure Seconda'1.~ccupancy Group: .. Type of Heat: Primary (i!on~dion Type VB Water Type: SecondaijY,','P0'~r~MiOn Type: . Range Type: ' # of Bed,r,oJl",{bR IT SHALL EXPIRE IF T Energy Path':,' , ' COA'M IZED UNDER THIS PF HE W(Sp~nkled Building: n/a '/ FM('~g B~ _R^~'T.I~"t3-, .. ANY 180 DA'Y PER;~D~IiANDONE(Jl"fflwiiOPMENT INFORMATION I Lot Size: Sq Ft I st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/Carport Sq Ft Other: Occupant Load: Frontyard Setback: Side I Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: Overlay Dist: # Street Trees Rqd: Paved Drive Rqd: % of Lot Coverage: REQUIRED PARKING Total: Handicapped: Compact: .-.--.," _,_ _... .. w '" P'-'~ - -,.,' .. Street Improvements: Storm Sewer Available: Special Instruction: I PUBLrc,mfPRovEi\lIiNTS I ,or ,~,. ."c .> ...-,'" Sidewalk Type: Downspoutsillrains: Notes: " .:';; :,!1, ; 'pa~{1 of 2 , :.,:,:,::, ~ :i-:';,~ , , ~. '. 'SP.AINOP.IBLD ~"""i"""""'" ,J ' ........' .......:._. "~ 1'\,,) .' CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2010-01060 ISSUED: 08/05/2010 APPLIED: 08/05/2010 EXPIRES: 02/05/2011 VALUE: $ 2,000.00 Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line <,-,<, . .' J;:~~.... . I, d "', "i_'.:~.... '~;'~,-~::_ .:,...., '.'" . t:''':~_ __,"'~., ..: .' Valuation Description ~ Description Type of Construction $ Per Sq Ft or multiplier Square Footage or Bid Amount Value Date Calculated Total Value of Project LFees Paid ~ ~. . ,,;..1 Fee Description + 12% State Surcharge + 5% Technology Fee Building Permit Amount Paid Date Paid $6.96 $2.90 $58.00 8/5/10 8/5/10 8/5/10 Receipt Number 2201000000000000923 2201000000000000923 2201000000000000923 Total Amount Paid $67.86 I Plan Reviews I . ~~*~ '~;~~:C!~;t . 'il' ..,,!C"~;;, '"' _'.~:Y'i:~" To Request an inspection call the 24 hour re,cording at 726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections requested after. 7:00 a.m. will be made the following work day. l,..Reauired InsDect~ Framing Inspection: Prior to cover and after an rougii:,in insp,,'ctions have been approved. Final Building: After all required inspections'have been r~q'uested and approved and the building is complete. :,,:1 By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon is ,true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and e ~yees who are in compliance with ORS 701.005 will be used on this project. I further agree to ensur~at all requir inspe tions are requested at the proper time, that each address is readable from the ::~":~:':'73!: "OC''''? '"'i '~;;".:' '",.",......, "",... wm <<..;... ,", .,,,,,... ,\<11.: .. Date Pa2e 2 of2 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone fpQ~;a 1IiiL. City of Springfield Official Receipt Development Services Department Public Works Department RECEIPT #: 2201000000000000923 9:37:36AM Date: 08/05/2010 Job/Journal Number COM20 10-0 I 060 COM2010-01060 COM2010-01060 Description Building Permit + 12% State Surcharge + 5% Technology Fee t\:.f{: ..~ \1 ~ c Amount Due 58.00 6.96 2.90 $67.86 ':':'< I.. Item Total: Payments: Type of Payment CreditCard cReceiptl Paid By KERRY WADE Check Number Authorization Received By Batch Number Number How Received cjc 03573c In Person Payment Total: Amount Paid $67.86 $67.86 \" '~'L :.J1';:. . 1,;"~{i. ' t '. '1'- , ",'..,. :. ~ j"f.1.t -,tt" Page I of I. 8/5/20 I 0 Structural Permit Application DEPARTMENT USE ONLY SPA~Q=. ~ ~- CITY OF SPRINGFIELD, OREGON 225 Fifth Street. Springfield, OR 97477. PH(541)726-3753. FAX(54 1)726-3689 Pennit no.tJ/{} ~ I () 00 Date: This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days suspended for 180 days. lOCAL GOVERNMENT APPROVAL This project has finalland~use approval. Signature: Date: This project has DEQ approval. Signature: Date: Zoning approval verified: DYes DNo Property is within flood plain: DYes DNo CATEGORY OF CONSTRUCTION o Residential I 0 Government o Commercial JOB SITE INFORMATION AND lOCATION Job site address: /'2.~x p City: <: ~ _I) IState:~ I ZIP 77f7< Subdivision: I Lot no.: Reference: I Taxlot: PROPERTY OWNER Name: I~- /2V I,J#,"'yr~ Address: /.., ox' P City: . <;' PF<-tl State: CJ7Z..- I ZIP:q",>'f-?~ Phone: - - Fax: - - E-mail: This installation is being made on residential or fann property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. Sign here: CONTRACTOR INSTALLATION Business name: -r73f) Address: City: State: I ZIP: Phone: - - Fax: - - E-mail: CCS license no.: Print name: Signature: SUB-CONTRACTOR INFORMATION Name CCB License Number Phone Number Electrical Plumbing Mechanical /() FEE SCHEDULE \, Valuation information (a) Job description: C)(~ C:;/fi5t.E c7l/J).5 Occupancy R 3 Construction type: Square feel: Cost per square foot: Other infonnation: Type of Heat: Energy Path: Dnew ~ration D addition (b) Foundation-only permit? DYes ONo Total valuation: $ 2. Building fees ~ (a) Permit fee (use valuation table): $ :;:>{s ,~ (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): $ (number of hours x fee per hour) (d) Enter 12% sureharge (.12 x [2a+2b+2c]): $ (e) Subtotal offees above (2a through 2d): S 3, Plan review fees , (a) Plan review (65% x permit fee [2a]): $,6~ (b) Fire and life safety (40% x permit fee [2aJ): S (c) Subtotal of fees above (3a and 3b): S 4. Miscellaneous fees ~k ::~...',. u (a) Seismic fee, 1% (.01 x permit fee [2a]): S TOTAL fees and surcharges (2e+3c+4a): $&7 &'Go ~JV )> '" .~ ~ .tJ> '-..../ rE 8 ! ;1 '" ~ fi1 t z 0 -l .- - 0 (Jl G -~ 0>_ , I> .!l r ::, ~~ (fJ ~~ g~ ) ;:j' + Otj ~ --to . \"I, . . a t. ... I')~. 3 -1--( j' :z: _ .. . ~-7 o , . ~. @. o x ~ "- l''' _ _ .0 c 5- ~ ~- (pI ~ 0_ ...." .i\I c >- "".., . . t ~< .' I i t Ilf;TIifl: ~' - . t> g:I . '. I I . I I , I . 'r:. "" :-\l.I~ _ . - -...../, \-1 ~ _ '~C'l .(Il X:I:J; .~: a?: . -1>0 -0':><... . 80l ..... . ,-fa; .(jJ , ..' . '. rn (\ "":> ~ .. ,. . .::1.> " . ....... .":\). . )>. V=''"O : 0.. " ~. . ~;,. " ). '0 _ r('l-=. '* uz m~ .~ z~ Q, ;z: ~ -u 2. ('l ::!: {J)t3~ ;>3~,., :z(J)~ ~\Ji: ::!l ~. f1'5' (J) " ;-\ 1ll o. 7J ~ \:Ji 'tl-..! Cb~ C)~ 1b- ~~ l:0l '" t~ ""6' l'., t\~ "'00 '?t,;O --"\{' ~ " ~ ~ ~ , tb " , ~ ~ - . (\ ~ I' + ..."\- - 12." O.A. .' Nt:\I\( 2.)( 4- (Vv..-r) LOO\(" OI),S .- e 4-e,\\' 0: c,. W/N'8I-,L2xA I<A~R 3 11 "II:.W ;/"r. PL.'<\HOOD TO I3E FLlJ$l-t'WIl=X\5T.' o\iEATliIN6r .l'Jo.TCJ1.t-\E.W:2..i<4- RAFTE'_RFOR \...00'( -roTS. L)'$E'::b.11:6!::Revq$.e'. \2.\\ P. .C. .'TO.8<..\&-r.,u2.i-:+', RAFTER "fl/e; · '!' u 0) < 9 (2)2X4-MIN. ! I ~.' I fI ~ _.~q.~~---,._-- 2 ~II II ,,\~W .2..:X't J:2.tlOEI<'.'-.OVe.R- . . Fg!\MIN,," e:Zof'to:'C.'vv! "1/. 4-& "Mi'iK..::5Pt-N0E.TWEEN ~.C3'1VIC.'N"'TO:E)<.rSL ROOF ~. +'<'>- . .9 lY: CQ'I"IEIRK:(2)2.x4MiN .P6ST c:...VlI\I....I;END:BEAR,IN,," FOf\ .. J\.\E:~r 4-x e;*'z..D.f'. 'SEAN'I . II ---.-.--------l-L-. ' I I <Xl . I~ " ". :::;.srMP'SONI3c.lf "POST CJ\f (1)F;>\C8P;T-Lf x 4- POST (TYP.) :,f\.lEW'::Z)(vFASL\ A' .l!CI" SON" H 1- ~ E- -AC.I-' ..-.J MP. " . .. , IE, TI<tJS6t:'f\lOTO':fi6 BEAM ('TYP.) -gQOf' fRAMt/\l6r ',6C.^L~ eY4-" @ <& ~ ~ 1- 0) ~ -0 I - -.9 "I I -T .., I __ .1 cON', P.T'l'-~ +Xa I II l3ENv1 JlS1 M f'.sONU~B Cf- or e CE:N TE R P;"C"t^ 'T.f'o.€>T... .. LAST 2x&' FL: JOI.sTNA\LE'D o"E~'~ND:OF P.I. 2)( e. LElJGrER ~. w;",'h." .SCREW S c. 8" O. C. .INTO 'V.\6T: LED&.ER. e }'\OJvlE(iYP.) ''''T'''''''.'FL' , 'S''''' \I .L'_.'.' ...X."'m ... . ",01 cr- ",-' rt.. Cfc. w~ "'s' 1M' PSOll' 2- . .,.... . . .. . . N ...UJ . G. HAN~E 'C;"cIDE.'_c-r,''''-'z'.c--s'. ._ ..._ . . __.Q_ .. .____Lc~L..X .,.. . . \\ II I' . TZ:.:'xTZ:-jCrz.:- -FTNt.;--. - WI jt'T.136i<;s;:~.-e.~ ,.. l;;>..C.!:Aql-!.Wt\Y.: ot2'li- · NOJ"~:, rOOT \f...I6f 6\:z" tf\1~ END P05T .~.. DEcK.=5JO'" ~FD' "-j>O.sT" "'1<. .... .' it -::\ ".' . . e... OOF :::-':3.~O.m CE.N~J>O.?T/QEc.,\(= \02.0:1/1; " ~ ......... . TB)'~~i~J[~i~~~: wt~it.r:-^K<Qe e!' .q~ c;;';E(\C;I'CY.'( A Y-- I' II -(" 17'_ \I / / Y FLOO'< F . 'f'J . . .. ... .... _.ISAJv1l~ .SCA\.E..e.. y,,\- II t';T.l'X,,\,Et'ID f'ClSL . W/11S1Mf'S'Pl"lu" \4Bfl:TO" AL\;OY\CFQ &..1".]":4')\8--\3/-'1.. \ \ +r",\.JI.. f' . II ~,UI51M60N AI3E+'r .GASE. e.l=AC\'\ P..,.. +X+ .po,"C')TOTAL (n,,) ~ . .." . CONT, p. T.Z,X e,Le:Q'GtER wi 37.2-11 ~GRE.WS~ 61' O.C;, SIA.~""Ei<ED TOP / GOlTOM' 211 6C1!lI6'O.C. WI R-211i1QiVEN5lfY ,,,^TTIH9l.l.AfK)N rNtf T-"lI CEPAA 5I7HG<MR"f'rm5" BUlOID WR^F WI 2 11 2: C8)AA, 6M'fS 016"OL.. WI2 ~4aDAATU.t(TYF~- STO!' 5DJ<<'j r AD(M 0Ef:QG WI 2" MKlAf' c:oN'f.MEr^L flA5HIG LWER SDIG 'fOKEJO:F N R,OI::R .1ST. 2116 oorfOMMl'E OPEN I>EOOlG kUF tfDECK JOIS'fS Fat FlA5HHG n "".r.alf. --rt.eER911WV RMJOlS'f 2IC'sr.f.l.fDGERtw.EDW I6d012" OG. ~or ANJ8QJY~ 2~"J'.'f.Fl(D:JCf9fS02".O.c WI "5MP9ON' LU26 HANGERS RAel'ET M5E OF lEOGER TO CMR5IDtfG (2J2116fGf"PlAfE 21C6Gll8"QC W/R-2IHGfDENSlfY MTT NSlL\mN IOOx\ST HOMe- , , , I> , Co . . .' , . - . . , . ( DETAIL: D-1 SCALE" '2'.,.0' 117S'fJlfl'ROf50Uf'PERR.00R,ns'f WI OEO;.fRM1t<<;catSmJCrkJN (OPllCNAL) CONT, 7-)(10 wj lZ: d e &11 Cl.G. e- TOr' \NIO 2.,11 e, P~c.KII"~ .2-1\'0 ;z..J(S .' --(I' I .' . . - . . '. ---"- 2"x '- (OPTIONAL) If P.i. 2)\ 4- e 32. o,c. w! (:z.) 12d e TOP C/l/t; IJ ~ xtt POoT CONi, TO FOOTIN &r rX& , ' De.a<lNGi ' ..., ' , " 2..>\ (p ';2.)( (,:;,' e It.." 'p:c.., '.~ '- . ,.,:'.,.",_.... 'CON', P."T;;,~)(d ',' , Ac.lwse ;8&n 01'1:, :2.)\8: ,W/12", eg" .fi:Ar::p.T.Z,X4- e ' 32":0.". W (lL) , 12-cl Co lOP .~. .... , ~.' ,OP1'/ONAL Mt:M.eE.RS CMlN~ 'S Ct-JOfc..E' @ Job Truss Type Wade, Keny (18881) Oty Ply Truss 18881 GABLE Job Reference 0 Iional 7.230 s Apr 22 2010 Mirek Industries, Inc. Fri Jut 09 16:11 :47 2010 Page t AGE The Truss Co.. Eugene, OR 97402 9-0-0 9-0-0 18-0-0 9-0-0 2' a.c, outside in 4)(4= 6 8.00112 25 ~ T1 7 8 4 W1 24 1-8-8 3 T 26 27 2 T 1 3 2-0-0 T B1 17 21 20 19 18 16 15 22 I 1-0-0 I 1-0-0 Ptate Offsets X 1 :0.1-15 0-1-8 9-0-0 8-0-0 11:0-1-150-1-8 17-0-0 8-0-0 LOADING (psf) TCll 25.0 TCDl 8.0 BClL 0.0 . BCDl 7.0 SPACING 2-0-0 Plates Increase 1 .15 Lumber Increase 1.15 Rap Stress Incr YES Code IRC2006ITPI2002 CSI TC 0.37 BC 0.92 WB 0.92 (Matrix) DEFL Vert(ll) Vert(Tl) Horz(Tl) in (Ioc) 0.1919-20 -0.2519-20 0.01 12 I/deft >966 >744 nla Ud 360 240 nla LUMBER TOP CHORD 2 X 4 HF NO.2 BOT CHORD 2 X 4 HF NO.2 W~BS 2 X 4 HF/SPF Stud/Sm OTHERS 2 X 4 HF/SPF Stud/Sm REACTIONS (Iblsize) 22.720/0-5-8, 12-720/0-5-8 Max Horz22.-174(lC 3) Max Uplift22--172(lC 5), 12_-172(LC 6) BRACING TOP CHORD BOT CHORD JOINTS Structural wood sheathing directly applied or 6-0.0 ac purlins. Rigid ceiling directly applied or 2-2-0 ac bracing. 1 Brace af Jt(s): 23, 26, 27 FORCES (Ib) ~ Maximum Compression/Maximum Tension TOP CHORD 1-2--571/81, 2-3.-642/130, 3-4.-574/159, 4-5=-549/197, 5-6_-466/211, 6-7.-466/211, 7-8.-549/197, 8-9.-574/159, 9-10=-642/130,10-11=-571/81 BOT CHORD 1-22..-44/454,21-22=-44/454.20-21--44/454.19-20=-44/454, 18-19=-44/454, 17-18...-411449, 16-17=-41/449. 15-16=-44/454,14-15=-44/454,13-14--44/454,12-13_-44/454,11_12_-44/454 W~BS 6-23.-167/298,10-13--261/104,9-14--27/48, 8-15.-88/69,16-27.-86/179,25-27=-42/128,7-25.-31/57, 2-21__261/104,3_20=_27/48,4_19._88/69, 18-26--86/179, 24-26_-42/128, 5-24.-31/57, 23-24--52/28, 23-25--52/28, 26-28--13/25, 27-28--13/25, 17-28.-108/90 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 100mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL", 1.60 plate grip DOL..1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nonnal to the face), see MiTek ~Standard Gable End Detair . 4) All plates are 2x4 MT20 unless otherwise indicated. 5} Gable studs spaced at 2-0-0 ac. 6) This truss has been designed for a 10.0 pSI bottom chord live load nonconcurrent with any other live loads. 7) ~ This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable 01 withstanding 1721b uplift at joint 22 and 1721b uplift at joint 12. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and RB02.1 0.2 and referenced standard ANSIITPll. 10) This truss is designed for a creep factor of 1 .25, which is used to calculate the total load deflection. The building designer shalt verity that this parameter fits with the intended use of this component. LOAD CASE(S) Standard Scale", 1 :30. 9 10 T T a 14 13 118-0-0 1 I 1-0-0 -I PLATES GRIP MT20 185/148 Weight: 84 Ib FT = 0% ~ ~ Job Truss Truss Type Qty Ply VVade, Keny (18881) 18881 A Common Truss 3 The Truss Co., Eugene, OR 97402 Job Reference 0 tiona! 7.230 sApr222010 MiTek Industries, Inc. Fri Jul 09 16:11:46 2010 Page 1 4-&-7 4-8-7 9-0-0 4-3-9 13-3-9 4-3-9 18'{}{) 4-8-7 4x4= Scale... 1:34. 3 1 ~ 8.00 [12 a lOADING (psI) TCll 25.0 TCDl 8.0 BClL 0.0 . BCDl 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rap Stress Incr YES Code IRC2006ITPI2002 CSI TC 0.20 BC 0.37 WB 0.34 (Matrix) 7 3x8= 16.94 7-9-4 DEFl in (Ioe) Ildefl Ud Vert(lL) -0.06 7-8 >999 360 Vert(TL) -0.12 7-8 >999 240 Horz(TL) 0.02 6 nla nla 6 2x4~ I l-o-0HH2 1-0-00-2-12 PlaleOllsets X 1;0-2-110-2-0 5;0-2-11,0-2-0 9-<l-<l 7-9-4 18-0-0 11-0-0 0-2-'21-0-0 I PLATES GRIP MT20 185/148 Weight: 76 Ib FT '" 0% LUMBER TOP CHORD 2 X 4 HF NO.2 BOT CHORD 2 X 4 HF NO.2 WEBS 2 X 4 HFISPF SludlSTD REAC1IONS (l1:I'.,;ze) 8.72010-5-8, 6_720/0-5-8 Max Horz8.,174(LC 3) Max Uplift8=-168(LC 5), 6=-168(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2_-241/33,2-3=_608/169,3-4=-608/169,4_5_-241/33 BOT CHORD 1-8=0/181,7-8--140/571,6-7--801571,5-6=0/181 WEBS 3-7_-66/315,4-7=_195/158,2_7=_195/158, 2-8=-687/223, 4-6_-687/223 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-05; 100mph; TCDL-4.8psl; BCDL.4.2psf; h=25n; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever teft and right exposed; end vertical left and right exposed; Lumber DOL..l.60 plate grip DOL;.1.60 3} This truss has been designed for a 10.0 pst bottom chord live toad nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3~6.0 tall by 2"()-0 wide will fit between the bottom chord and any other rnembers. 5) Provide mechanical connection (by others} at truss to bearing plate capable of withstanding 1681b uplift at joint 8 and 1681b uplift at joint 6. 6) This truss is desigfled in accordance with the 2006 International Residential Gode sections R502.ll.1 and R802.1 0.2 and referenced standard ANSlrrPll. 7) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 OC bracing. lOAD CASE(S) Standard