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HomeMy WebLinkAboutPlans• egaWell , r°,,•f, / kMffw/P./ eri-ohl /44/14/ /kg 1400F APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY IUILDING } EPARfi NT Date> Z ayicv LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page of ELRE-1D-12-2686 C 0.3 ro ro s Col io2 aF aarra •of,_ • IGP-I WATER LINE 30' SErlin0g. FACti PriGli WIN 0 044 GARAGE 2a. 4' • • • • • • • +++ . ......... . I. 00 AC #/ 2- S TORY FRAME HOUSE r a I 4 ,2 RR I 6AT I ON BOX— 9 Lc) 14 64. CA 2 7 e.. 4 � tiN 43 ik) to i lit ,A izbc.,--, --t \IN. Ths \\ Nil� 41 1 aY� ( WEST#FINUMBER SPAN TA5L S . ROOF RAFTERS nor piIch greeies then 3 In 12. Heavy roof cvuvoling. No ceiling finish. 40# Snow Load,1S># Dead Load, Mao Table RR.23 SFa elan Or 5-r' Four Grade Span (feel and Inches) 2x x9 12'c free 24" et 1Z-ee 1a'as 24' wt D ouglas F1r- Sol, 9uuc, 14-4 13-0 10.8 18-10 15.7 138 Lerch No. 1 b6lr 13.9 11-0 9-0 17-1 14.9 12-1 No_ 1 12.7 10-10 6-11 15.11 13-9 11-3 11-9 10-2 --4 14.10 12.41 10-0 No. 3 2.11 7-8 6-3 41.3 9.9 7-11 17oug1as F1r- Sol. 6fruc, 12-11 11-2 1041 ~~South. No. 1 11-11 10-4 8-5 No.2 11mo5 8.10 e-1 No 3 8.8 7-6 e54 N artufitr Sel. Slrue. 13-0 12.3 10-0 No. 1 & Bu 12.16 11.2 9-1 No. 1 12-3 10-7 8-6 No, 2 - . 11-7 16.0_ 9- NO.3 6.11 7-6 6-3, 2x10 12' oc 15-9S 84•444 23-5 291 16-5 20-10 18-1 14-9 15-5 16-10 134 162 15.9 12.16 13-9 11-11 94 2x 12 17-0 15.8 12.10 21-9 19-2 18-9 15-1 13.1 10-0 19-5 15-11 13-0 148 12.6 10-3 17.5 15.3 12-6 10-11 9.6 7-9 13-5 i 1.7 9-6 17-40 16.2 13-4 103 14-1 11-0 15.6 13.6 10.11 148 12.8 10-4 22-9 19-11 16-3 19-11 17-3 14.1 18.11 16-5 13-5 17.11 15-8 12-6 12• be 14era 24' ea 27.1 23-6 19-2 244 20.11 17-1 22-5 - 19.6 15.11 211183 14-1 155-11 13-9 113 25-8 223 19-2 21-4 10-8 16.1 23-0 17.9 14.6 155 13-5 11-0 25.8 23-1 19-10 23-1 20-0 16-4 21-11 19-0 1557 20.9 1Bfi } -8 Spruce-r1r164lr Sel. S1r71c, 12.7 11-5 'fr-0 (Routh" No. 1 11.7 10-0 8-2 No. 2 10-10 9-5 74 No. 5 5-2 7.1 5-9 Western Wooers Set. Shoe. 11.9 10-2 5-4 No. i 10.1 9-9 7-2 Ni_ 2 10.1 0.9 7.2 No- 3 7.8 5.8 5-5 ROOF RAFTERS Real pet( greeter than 3 In 12. Fleavy roof eoiering, No ceiling ih t1. 11'3 9-9 7.11 10-7 15-1 12.10 11-8 12-0 1Q-4 13-9 11-11 9-0 10-4 9-0 7.4 • 14.10 12-11 10-6 ' 12.10 11-1 9-1 12.10 11-1 9-1 9-9 - 9-5 9.11 13-9 /I 511 'S•. 15-11 13-9 11-3' 21.2 19.2 15-8 17-11 15-6 12-9 15-10 14-7 11-11 12.6 11-0 II -11 25-9 22-9 15-2 20.9 I9-0 14-0 19.6 16-11 13 9 14.5 12-9 10-6 18-2 15.9 12-10 139 13.7 11.1 15.8 13.7 11-1 11-11 10.4 8.5 21-1 19-3 14-11 19-2 15-0 12.10 18-2 15.9 12-10 13-9 11-11 9S 60# Snow Load, 15# Dead Load, 1!100 Table R19-21 Spon (feel and Inches) Op/toles or Groep - Grade 2x9 2x10 2 x 1 2 2711■ 12 ' ea ie" u4 34' ee 12' ec 15' 09 24' ere ~ 12' ex 1a- ee 24" et 1Z- tie 1A• ea 714" oc 1ouglei Fir- Sot Slrue. 164 14.2 11-7 20.0 17-4 14.2 23-3 20-1 19-5 25.11 22.6 18-4 Latch No. 1 8 Bir. 14.7 124 10-4 17.10 15-5 12-7 20-0 17-11 14-7 23-1 20.(/ 16-4 No. 1 13-7 11-9 0-8 16-13 14-5 118 19.3 15.9 13-0 21-7 10.6 15-3 No, 3 9-0 0.4 0-10 11-9 10-2 64 13-9 11-10 9-6 15-3 13.2 10.9 .- !Douglas F1r. Sol, Shaer. 14.11 134 11-0 19.0 16.5 13-5 22.4 19-1 15.7 24-7 21-3 17.4 South No. 1 12-11 11-2 9-3 15-9 13.0 11-2 19-4 15.10 12-11 205 17-9 145 Na. 2 124 10-9 0.9 - 15.1 13-1 10.8 17.6 16-2 12-5 19.7 16-11 15.10 No.3 6-5 0.2 6-0 11.0 9-11 6-1 _ 12-1 11.6 9.5 14-10 12-10 10.8 Reny -lir gel_ Struc. 45-7 13-11 11-5 19-9 17-1 13-11 22.16 19-2 16-2 25-6 22.1 16-0 No. 1 & 0i7r 13-11 17-1 9.10 17-1 14-9 12-1 19-9 17-1 14-0 22-1 19.1 15-7 N. 1 13-3 11-0 9-5 16-3 140 11-6 18-10 19-3 13-4 21-0 10.2 14-10 Ncy2 12-7 10-10 8.11 15-4 13-3 10-10 17-5 4.5.5 12-7 19-10 7x2 14.1... __ 17-2.--1-41--- No. No. 3 9.0 0-4 6-10 11.9 10-2 8-4 13.9 11-10 0-9 15-3 13.2 10.9 Spruce-PIne-Fly Sol. Strue, 14.0 13-7 11.0 19-8 16-5 13-5 22-0 19-1 15-7 24-7 21-3 11.4 )South) No. 1 12.7 10-10 8-11 15-4 13-3 10-10 17-9 15.5 12.7 19-10 17.2 14.1 No. 2 11-9 103 8-4 14-5 12-9 10-2 16-8 14.5 11-10 188 18-2 13.2 No.3 8-11 74 6-3 10-10 95 7-0 12-7 10-11 8-11 14.1 12.2 9-11 Waelern Woods $a1, Shue. 12-9 11-0 9-0 15-7 13.9 11-0 19.0 15-7 12-9 20-7 17-5 14-3 No. 1 11-0 9.9 7-9 13.5 41-7 943 15-7 13.5 11.0 17.4 15-1 12.3 Ns. 7 11-0 9-9 7.9 13.5 -11-7 9-6 15.7 13-9 11-0 174 15.1 12-3 No. 3 5-4 7-3 5-11 10.2 8.10 7.2 11.10 10.3 6-4 13-2 115 9-4 28 Reaction LL =1280 Ibs DL =320 Ibs TL =11600 Ibs 160pIf LL 40p[f DL 16'-00" Min bearing =1,5 in Based on the 2009 IBC/IRC and NDS -05 Based on top edge having continuous lateral support. Increase in allowable for duration of load =15% BENDING ALLOWED = 111346.1 inchllbs ACTUAL = 76800 inch/lbs Bending ratio = 69% of the allowable Bending OK SHEAR: ALLOWED = 4301.7 pounds ACTUAL = 1412.5 pounds Shear ratio = 32.8% of the allowable Shear OK Reaction LL =1280 Ibs DL =320 Ibs TL =1600 lbs Min Bearing =1.5 in DEFLECTION: L/180 = 1.0667 L1240 = _8 L/360 = .5333 L1480 = .4 Total Load Deflection = .7475" - L/257 Live Load Deflection = .598" - [1321 Dui Ithillicutiromf= .598" - L1321 Report created using Plan Analyst software by Ben Weese and Associates www. PlanAna lyst_com Garfield County Building Dept 108 8th Street 401 Glenwood Springs, CO 81623 970-945-8212