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HomeMy WebLinkAboutPlans' I i I L 1 i+H-f~_[J ~l~kt~tLHl~ ro , russ es ~. A TRUs;'AB,INC., New Caslle, Co. 81647 7-2-5 7-2-5 6x16 = 7-2-5 7-2-5 LUMBER p 1.5x4 II 14-1-3 6 -10-13 14-1-3 6 -1 0..13 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress lncr Y ES Cod e IR C2000/AN S I95 2 1-0-0 6-10-13 5.00[12 0 7x15 MT16 = 2 1.0-0 6-10 -13 CSI TC 0.61 BC 0.84 WB 0.68 (Sim plified) 27-10-13 6-1()..13 5x6 = F N 4 x8 = 27-10..13 6-10-13 DEFL in Vert(L L) -0.33 Vert(TL) -0 .52 Horz(TL) 0 .23 W ind(Ll) 0 .17 34-9 -11 6 -10-1 3 M 7x1 5 MT16 = 34-9-11 6-10..13 (loc) 1/defl U d 0 >999 360 N-0 >967 24 0 J nta nta 0 >999 240 Sheathed o r 3-4-1 0 oc purlins . R283 12008 Tu e Apr 22 13:03:24 20 08 Page 1 42-0-0 7-2-5 1.5x4 II 42-0.0 7-2-5 PLATES GRIP MT20 169/123 MT16 99/109 W eight: 207 lb 44 -0.() 2-().() Scale= 1:7 5 .1 TO P C HORD 2 X 6 SPF 2 100F 1.8E BOT CHORD 2 X 4 SPF 2100F 1.8E B RACING T OP CHORD BOT CHORD WEBS Rigid ceiling directly applied or 7-5 -11 oc bracin g. WEBS 2 X 4 S PF 21 OOF 1.8E 'Except• WEDGE C-P 2 X 4 INW Stud, E-0 2 X 4 INW Stud, G-M 2 X 4 INW Stud 1-L 2 X 4 INW Stud Left: 2 X 6 SYP No .2, Right: 2 X 6 SYP No .2 REACTION S (l b/s ize) 6 =2724/0-5-8, J=2724/0-5-8 Max Horz B=116(1oad case 7) Max Uplift B=-674 {1oa d case 7), J=-674 (load case 8) Max GravB=3536(1oad case 2), J=3536(load case 3) FORC ES (lb). Maxim um Compres sion/Maxim um T ension 1 Row at mldpt E-N, G -N TOP CHORD A·B=0/52, B-C=-595 1/11 3 3, C-D =-4660/963, D-E=-4660/963, E-F=-3181/769, F-G=-3181/769, G-H=-46 60/96 3 , H-1=-466 0/963, 1-J=-5951 /1133, J-K=0/52 BOT C HORD B-P =-1 067/5387 , 0 -P =-1067/5387 , N-0=-8 39/4291, M-N=-739/4 291 , L-M=-951 /5387, J-L=-951 /5387 WEBS C-P=-87/275 , E-0=·195/660, F-N=-491/1737, G-M =-1 95/660, 1-L=-87/275, C-0=-1 204/250, E-N=-18 14/369, G-N=-1814/369, 1-M=-1204/250 NOTES 1) Wind : ASCE 7-98; 90mph ; h=25ft; TCOL=5.0psf; BCDL=5.0psf; Ca tego ry II; Exp C; enclosed; MWFRS interior zon e; cantilev er left and rig h t exposed ; end vertical left and rig ht ex posed ; porch left and righ t expo sed ; Lumber DOL=1.33 pla te grip DOL =1 .33. 2) TCLL : A SCE 7 -9 8; Pt=40.0 psf (flat roof snow); Exp C; Fully Exp .; L= 45-0-0 3) Unbalanced snow loads have be en consid ered for this design. 4) Th is truss has be en designed for greater of min roof live load of 19.0 psf or 2.00 times fla t roof load of 40.0 psf on overhang s no n-concurrent with oth er live loads. 5) This tru ss has bee n designed for a 10.0 p sf b ottom ch ord live lo ad non con curren t with any other live loads . 6) All plates are MT20 plates unless otherwi se in dicat~d . LOAD C A SE(S ) Standard i,.'t,. WA RNING· Verify design par amet ers a n d READ NOTES ON 1'1-1/S AND I NCLUDED MlTEK REFERENCE P.1GE Ml/-7 4 73 BEF OR E USE. Design volid lor use o nly with Milek co nnec tors. This design Is based o n ly upon pore m eters shown. and is fOt o n Individual build ing compooe nt. Applicab ility o l d esign po<om enters o nd proper incorporo ~on o l c ompo nent is responsibinty of building d esigner. not lruss designer. Bracing shown is for laterolsupporl o f individual we b members only. Addiliono l te m porOI)' bra cing lo insure sta bility during c onstrvc«o n .ls the responsibillity o f the e te c1or. Additional permanent bracing o f the overall struc ture Is the responsibmty of the building design er. For general guidance regord lllQ to brico rton. quality c ontrol. storage . d elivery. erec tion o nd bra cing . c o n sult ANSI/1PI \ Quolity Criteria, 0 51 ·8 9 ond BC Sil Building C omponen t Safety l nformollon ava~oble fro m 1rvss Plo l e lns«lute , 583 D'Onofrio Drive , Madison, WI 537 19. Ap ri l 22 ,2008 wr M iTek ,.DWCit ro ,.CitT Oitt-f ... 7177 G reenba ck Ln. Suite# 109 Cilrus He ights, Ca. 956_1!! Re: 5015 ROGER BECKER MrfElk lndust!i(:;s, ine. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE(916)6761900 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Trusfab, Inc .. Pages or sheets covered by this seal: R283!2008 thru R283 I 2008 My license renewal date for the state of Colorado is June 30,2008. April 22,2008 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSVTPI-2002 Chapter 2. JQO •• ....rtNG. ·-·-------0'---li--- CAlCUU..liiO 1'1' -----·---. DAt'i---- ----.... £ ______ _ IGAU----·--·---------- I i 05/04/2008 00: 23 9706251958 SPORTS~1ANS BARN INC PAGE 01 --.~~~~,~~~~~--~--~~~~~~~~--~~~~ ' i ! ! j I ' I ' ' ' I i I ---·-r . : i ! ; : c~t~~~~~~··: r~ ~flo~~;·: 4~~~+ i~2~p~i- ----. : , : , , . . I ; i .,.. : -"' : ~~~ ... ·r-···1·· ····i"f-1-:.fS-f#: -~-"~~-: . ·l I I ..... _ 1 : -l f . l i _·,, ....• ~.· .. --; ___ rr_-_ ... ·,~.·---t'·· J. q!.ialt,b.~.=iqifll ....• ·· --r· ---~··t. ·--···l·--~----.... ________ r ..... ~ f -~ l ' ! ! I \ l ~ \ \ j i -! ! ' I ·-~-··· ., ... , ···i ···+· ., .. ,. . .. ' .... ; .......... T. 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" ..... ; .. , .. : 1 ' ' ' I I ' ; I . i ! . 1 1 . 1 : ; t -. c.:~,.: ;t· . i 1 r r ........ ~ ,JOB-·----· "l -- ' ..... ) ..... . d. SHEn NO.--------------·---0'-·---·-.'L..-- CALCI.Jl.ATilD8V __ ~--------·----DMf-------- CHECKEO BY--~--------DATE. SCALE------------------- ' ;--___~ 05/04/2008 00:23 9705251958 SPORTS~1ANS BARN INC PAGE 02 -···r····-4---.. ;,_ ___ ~--~ Parcel Detail Page I of 4 Garfield County Assessor/Treasurer Parcel Detail Information Asses~or/Treasurer Proper!)' Search I Assessor Subset Quen I ~s£~~QI_S<lie£S_t:;arch Clerk & Recorder Reception Search Basic_Building_Ch!lLacte_ristics I Tax Information Parcel Detail I Yal~_l)_f;1ail I SalS!s_Qe_taiJ I Residential/Commercial Improvement DeJ<til LJID_d_Qetaii I ph_Qtogragh~ I Mill_Lm Revenues Detail I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 024 II R009120 II 217719400501 II 45.837 I Owner Name and Mailing Address !HOOKER, BOBBY G. & GENEVIE E. 18902 COUNTY ROAD 320 IRIFLE, co 81650-9689 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:19-6-93 DESC: SW4SE4, ISEC.30: NW4NE4. PRE:R247112 BK:851 IPG:987 BK:848 PG:616 BK:847 PG:217 IBK:847 PG:216 BK:690 PG:675 BK:687 IPG:144 BK:687 PG:142 BK:542 PG:625 IBK:0848 PG:0615 Location Physical Address: 118902 320 COUNTY RD RIFLE Subdivision: I Land Acres: I 80 Land Sq Ft: I 0 Section II Township II Range 19 II 6 II 93 http:/ /www.garcoact.com/assessor/parcel.asp?Parce!Nurnber=21771940050 1 I I I I I I 6/19/2008 Parcel Detail 2008 Property Tax Valuation Information II Actual Value II Assessed Value II I Land: 4,29011 I Improvements: 63,44011 I Total: 67,73011 Additional ValJ.!e Detail Most Recent Sale 1 ~1 ==========~S~a~Ie=D=a~te~:j .I Sale Price: I Basic Building Characteristics Number of Residential 1 Buildings: Number of Comm/Ind 0 Buildings: Residential Building Occurrence 1 Characteristics UNFINISHED BSMT: jj675 1 STORY WI BASEMENT: jj675 1 STORY: jj324 TOTAL HEATED AREA: jj999 1,2401 7,0401 8,2801 I I I I I I ABSTRACT CODE·IIFARMIRANCH RESIDENCE- ' IMPS I I ARCHITECTURAL STYLE: jj1-STRY/BSM I I EXTERIOR WALL: IIBELOW A VG I I ROOF COVER: jjCOMP SHNGL I ROOF STRUCTURE: jjHIP ROOF I INTERIOR WALL: \\PLASTER I FLOOR: jjSHT VINYL I FLOOR;"ljCARPET I HEATING FUEL: IiGAS I HEATING TYPE: IIFORCED AIR I II http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=21 7719400501 Page 2 of4 6/19/2008 Parcel Detail I STORIES: STORIES 1.0 I I BATHS: I ROOMS: 5 UNITS: I BEDROOMS: 12 YEAR BUILT: 111919 I Additional ResidentiaVCommes.cigtl Im_Jlrovement Detail Tax Information Tax Year II Transaction Type Amount I 2007 Tax Payment: Second Half ($140.50)1 2007 Tax Payment: First Half ($140.50)1 2007 Senior Tax Exemption ($98.52)1 I 2007 Tax Amount $379.521 I 2006 Tax Payment: Second Half ($134.68)1 I 2006 Tax Payment: First Half I ($134.68)1 2006 I Senior Tax Exem!:")tion II ($89.12)1 2006 Tax Amount II $358.481 2005 Tax Payment: Second Half II ($180.09)1 2005 I Tax Payment: First Half ($180.09)1 I 2005 I Tax Amount $360.181 2004 Tax Payment: Whole ($423.48)1 2004 Tax Amount $423.481 2003 Tax Payment: Second Half ($235.41)1 2003 Tax Payment: First Half I ($235.41)1 2003 Tax Amount $470.821 2002 I Tax Payment: Whole ($470.17)1 2002 II Tax Abatement ($63.23)1 2002 II Tax Amount $533.401 Mill Lery Revenues Qetail Iml of Page As~essor Database Search Oj:1tions I Treasurer Database Seiin;b Options Clerk & Reconl~LL>iitabase Search OJltillns Garfield Count)' Home ~age http:/ /www.garcoact.com/assessor/parcel.asp?Parce!Number=21771940050 I Page 3 of4 6119/2008 Parcel Detail Page 4 of4 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good J'.!lrns Software. http://www. garcoact.com/assessor/parcel .asp ?Parce!N umber=21 77194005 0 I 6/19/2008 I i i .... , I i i I . i I I ! I I i i I I ! I I i I I ! I I i I I I i