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HomeMy WebLinkAboutPlansSee 04-P7 /4///ratoiemA ge-eile:///2-7 //--e. a/te k n , PPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY U1LD1NG EPART ' : T Dat a y ZBY �. .LU COPY NO INSPECTION WITHOUT 'MESE PLANS ON SITE pnge of �j 361 LL -t4,.4 9(Al-, d of 0 cP Ci: 07 0') C CZ:r 11,0 • ,f 49 bt, V7) .4'7? ?-;.-- 1 v4-.) David Bartholomew From: jerry [chevellef572@earthlink net] Sent: Tuesday, October 23, 2012 4:14 PM To: David Bartholomew Subject: RE: Carport framing David : I will be using BCI joist and Versalam, Jerry -----Original Message >From: David Bartholomew<dbartholomew@garfield-county.com> >Sent: Oct 23, 2012 1:10 PM >To: jerry <chevellef572Qearthlink.net> >Cc: Andy Schwaller<achhwaller(garfield-countv.com>, Matt Provost ><mrwovostlgarfield-county.com>, Jim Wilson ><iwilsonfgarfield-county.com> >Subject: RE: Carport framing >Should have mentioned this before...same for the specified Micro -Lam vs the Versa -Lam span chart. > Original Message ----- >From: David Bartholomew >Sent: Tuesday, October 23, 2012 12:39 PM >To: 'jerry' >Cc: Andy Schwaller; Matt Provost; Jim Wilson >Subject: FW: Carport framing '>Jerry, > >While reviewing the plans, 1 see the roof framing specifies 11 7/8 TJI 25 (2.5) Series. The span chart you provided is for 11 7/8 BCI 1.7 Series (June 2006). Although the BCI meets the span for loading, using the TJI will need to be verified. Please provide a copy of the TJI span chart or specify if the BCI will be used. >Thanks, >Dave > >David Bartholomew, Plans Examiner >Garfield County Building & Planning >108 8th Street, Suite 401 >Glenwood Springs, CO 81601 >Office: 970-945-8212 > > Original Message >From: David Bartholomew >Sent: Monday, October 22, 2012 3:43 PM >To: 'jerry' >Subject: RE: Fw: > >Got it...I should be starting the plan review tomorrow. >Thanks, .> >David Bartholomew, Plans Examiner >Garfield County Building & Planning 1 Boise Cascada /r(•1j Single 1-3/4" x 11-7/8" VERSA -LAM® 2.0 2800 DF BC CALCO 3.0 Design Report - US Build 517 Job Name: Address: City, State, Zip:, Cuslomor: Code reports: ESR -1040 1 span p No canlifovors 10/12 slope File Name: BC CALC Project Description: RE302 Specifior: Designer: Company: Misc: Roof Beam\RB02 Wednesday, October 17, 2012 . .. .... r. . - . . w r r BO, 3-1/2' GL 752 Its SL 2,880 lbs 12 i v _ Y Y Y . 12-00,00 Total Horizontal Product Length = 12-00.00 Y (11, 3-1/2" DL 752 lbs SL 2,880 lbs Live Dead Snow Wind Root Live Load Summary Tag Doscrlpllon Load Typo Rel. Start End 100% 90% 115% 133% 125% Trlb. 1 Standard Load Unf. Area (psi) L 00-00.00 12.00.00 Controls Summary Pos. Moment End Shear Total Load Defl. Live Load Dell. Max Doll. Span / Depth Value 10,080 ft -lbs 2,856 lbs 0280 (0.495") L/353 (0.392") 0.495" 11.7 Bearing Supports DM). (L x W) BO Post 3-112°" x 1-3/4" B1 Post 3-1/2" x 1-314" Cautions % Allowable Duration 91.2% 115% 62.9% 115% 64.3% 68.0% 49.5% n/a Valeo 3,632 lbs 3,632 lbs % Allow Support nfa n/a 10 40 Case Span 3 1 - Infernal 3 1 - Loft 3 1 3 1 3 1 1 % Allow Member 79.1% 79.1% Material Unspecified Unspecified For roof members with slope (1/4)112 or less final design must ensure that ponding Instability will not occur. For roof members will) slope (1/2)112 or less final design must account for Rain -on -Snow s+Jrcl)arge load. Notes Design meets Code minimum (L/180) Total load deflection criteria. Design meets Code rninlrnum (LJ240) Live toad deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 1 12-00-00 Disclosure Completeness and accuracy of input must be verified by anyono who would rely on output as evidence of suitability for particular applicallon. Output here based on building code -accepted dosign properties and analysts methods. Installation of BOISE engineered wood products must be in accordance with curronl Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232.0788 before Installation. BC CALC®, BC FRAMER® , AJST''r, ALLJOIST®, 8C RIM BOAftDIM BC10, BOISE GLULAM"', SIMPLE FRAMING SYSTEM® , VERSA-LAtvk®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND, VERSA -STUD® aro trademarks of Boise Cascade Wood Products L.L.C. Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. • Table values are lmited by shear, momen total load deflection equal to L/180 and live load deflection equal to L/240. Check the local budding code for other deflection limits that may apply. • Table values represent the most restrictive of simple or multiple span applications. • Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. 18 and 20 inch joists require web stiffeners. Western SpecIrier Guide • This table was des gned o app y to a broad range of applicat ons, It may be possible o exceed the limitations of this table by analyzing a specific application with the BC CALL® software. • Slope roof joists at tease 14" over 12" to minimize ponding. • Allowable spans and loads shall be adjusted and checked for wind load as required by local budding code. June 2006 fir 1 F'� BCI® o _ '+�r�'.101i' 5000 1.7 2" Flange and 125% Load Duration -...... BC I° 6000 1.7 Series 5 •" Flange Width Series Width 91/2' BC19 117/8' BCi° 9'12" BCI 11 /8" BCI" 14" BC ' 16" BCI 500017 I' .wrr 60001.7 6.000 6000...1.7 600Q,1"7,_.,. Live Dead 4112 4/12 8/12 4/12 4/12 8/12 4112 4112 8/12 4/12 4/12 8112 4/12 4/12 8112 4112 4/12 8112 4112 4/12 8/12 Load Load or to to or to to or 10 to or lo to or to to or to ' to or to to [ps€J 1pst) Less 8/12 12/12 Less 8112 12/12 Less 8/12 12112 Less 8112 12/12 Less 8112 12/12 Less 8112 12/12 Less 8112 12/12 Non_ 20 10 24'-1" 22-9' 21-1" 28'-7' 26'-11" 25'0" 32'4'1 30-8" 20-6" 25'-1" 298' 21'-11" 29-11 20-3" 26'-2' 34-0" 32-1' 29"-9' 37'-9' 35'-7"133'-0" Snow 20 15 27-10" 21'-5" 10-9 27'-1' 25'5" 23-5" 30'-10'129' 0" 299" 299" 274" 297" 28'-4" 26'-7" 24'4' 32'-3' 30-3" 27-11" 35'-9" 33'-7" 30-11" 125% 20 20 21'-9" 20-5' 18'-9" 25'-10" 24'-7 22-3" 29-9! 2T-7" 25'4" 22"-8" 21'-2" 19'-6" 27'-1" 25-4" 23'-3" 30-9" 215-9" 20-5" 34-1" 51-11"H 29'-4' 25 10 27-11" 21'-8" 20'-2° 27-2" 25-8" 23'-10"30'-10129-3" 27-2" 23'-101 296" 20•11" 295" 26'40" 290' 32'-4' 39-6" 28'-5" 35'-7" 33'-104 31-6" 25 15 21"-10" 20-7'190' 25-10" 244" 27-1" 20-9"127-9" -9" 299 22'-8" 21'5" 1919" 27-1' 25-6" 23-8' 30`-10' 29"-0" 26'-1 33'-2' 37-7 29-9' fit" e,c. 30 10 21-11" 20'-9" 19'4" 25'-11" 24-7" 22'-11"20-101 20-0" 26'-1" 22-9" 21-7" 20"-1" 27-2' 25'-9" 241-0" 30-11' 293" 2T-3" 37-9 393" 30 15 21-0" 1940' 18'4" 2''- 1" 23'-5" 21'-9" 27'•2126'-6" 24-10' 21'-10 297" 19'4" 2. - ' 24-7" 22-10" 29'4° 27.11 '2911' 30'-7" 299" Snow 115% 40 10 19'41" 10-1° 190 t 7-8" 214' 25-10" 25'-5" 24'4" 20-9` 19'-10" 18 : jl -9" 27-5" 27'-11" 27-0 25'-5" 29'-10129'-4' 20-3" 40 15 19"-7 18'-7" 17'-3" 276" 27.0' 20'-6' 24'-7' 24"-1" 234' 20-5' 19'-3" 10-0" 244" 23'-0" 21-6" 20-6' 29-0 24-5" 29-4 27'-10" 27'-1" 50 10 18`-5 17'-8" 16-T 21 7" 20-11" 1V-11" 23'4" 23-3" 22-8" 10-7 11T-6.1 17.5" 22-11' 2210 20'-1T 26-6 25-0" 2T-8" 2T-7:126-11126.-3" 50 15 16-3" 17'-7" 16-5" 20.9 20'-5' 19-5" 22-7" 22-3" 21.8' .10-2", .19-3 1T-1" 22 5' 21'-10 20'-5' 24-5°124'-0 23-2" 26-1"1 26-8" 25'-1" Nor- 20 10 21-10" 20`-7" 191" 25'41" 24-5" 27-8" 29'-6" 2740'125-11 ` 299' 21'5 1911 27'-2" 25'-7° 299" 30%10" 291' 27-0' 34-2" 37-3' 29-11" Snow 20 15 20-8" 19-5" 1T-11" 24-6' 290" 21-3' 27.-8" 26'-3" 24'-3' 21'-6" 20'-2' 19.8" 25-8" 24-2" 27.3' 29'-3" 2T-5' 25'-4' 32'-0" 30'-5" 28'-1" 125% 20 20 19"-9" 18-6" 17-0" 23'-5" 21-11" 20'-2" 25'-10', 25"-0" 27-11 20'-6" 193" 17'.8' 24-6" 22'-11" 21"-1" 27-10" 26'-1' 24-0" 29'-10"28'-10' 26'-7° 25 10 '20-9" 19'-7" 18'-3" 24-6' 23'-3" 21'-8" 26'-8" 26'-1" 24-8" 21-7" 20-5" 19'-0" 25-9" 24'-4" 22-8" 2910' 27-8" 25'-9" 30'-9' 30"-2" 28-7' 25 15 19-9' 18'-7" 17-3" 27-10" 22'-1' 20-5" 24'-10124'-3" 294' 20'-7" 19'4' 17-11 24'-7" 23'-1" 21-5' 29-10 26"-2' 24'-4' 299" 27--11" 27-0" 16" o.c, 30 10 19'-10"' 18'-9" 17'-6" 22',11' 27-3" 20'-9' 24-11' 24'-6" 23"-8' 20-7" 19'-6 18'-3' 24-7" 23'4" 21"-9' 26"-11„ 26'-6" 24'-9. 28'-10 28'-4" 2i-5" 30 15 19-0" 17-11" 16'-8' 21'-6" 21'-0' 19'-9"' 23'-5' 27-11' 22"-2" 199' 18'-8' 17'4' 23'4" 22'-3" 20'-8" 254' 24•9 23'-6" 27'-1. 26'55" 25-7" Snow 115% 40 10 190" 17'.4 16'-4" 20-6" 20-2' 19"-'7' 220-4' 22'-0" 21-7' 199" 18'-0" 17-0' 27.1' 21-6' 20"-3' 24-1' 23'-9' 23"-1' 299" 295" 24-11" 40 15 1T-2" 16'-104 15-8" 196" 19-1" 10-7' 21'-3" 20-10" 20-3" 18'-5" 1T-6' 16'-3' 21'-0" 20'-8" 19'-5" 22'-11" 22'-6" 21'-11" 24'-6" 24%0" 23'-5" 50 10 10-6" 16'-0" 1512' 198' 196" 18'-0" 20-4" 20-1" 19"-9' 1T-4" 19-8" 15'-10 20-2" 19'-11" 18':11" 27-0" 21'-9'. 21' 4" 23'-6" 23'-3" 22'-10' 50 15 15'-10" 15-6" 14-10' 17-11' .17'-7" .17-3" 19-6" 19'-2' 18'-9' .1T-1" 16-6" 15"-5° 164" 1T-0' 16-5" 21'-1. 20-9' 20-3" 22'-7" 22'-2" 21'-8" Non- 20 10 20-6" 10-4' 18-0" 244" 27-11" 21'-4' 27-5" 29-2" 24'-9 21'-4" 20'-? 18'•8" 296" 24"-0' 22'-4" 20-0" 2T-4 25"-4" 31-7' 304" 28-2" Snow 20 15 19'-5" 18'-3" 16'-10' 25-0" 21'-8" 20-0" 25'-3" 24-6" 22-9" 20-2' 19-0' 17-6' 24-1" 27-8" 20-11" 274" 25'-9 23-9" 29'-2" 28'4" 295" 12596 20 20 18'5" 17-4" 15'-11' 21'-8' 20-7' 18'-11' 23'4" 27-9' 21'-7' 19-3' 18'-0" 197" 23-0" 21'-7" 19'•10" 25-6' 21-9 27-6" 27.3' 26'-3' 25-0" 25 10 19'-6" 18'-5' 1T-? 22-4' 21-10" 20'4" 24-4" 23'-1 r 23'-2' 20'4 19"-2' 17'-1+ 24'-1' 271 r 21'"-4' 26'-3" 25'-9' 24'-3" 28'-1' 27'-6" 26'-9" 25 15 18-4" 17'-6" 16'-2" 20-10" 20'-3" 19-2" 22-8' 22'-1" 21'-4" 19'4' 18"-2' 16"-10" 22.6" 21'-9"' 20'-1" 24'-6'23'-10 22'-11" 26'-2" 25.6" 24-7" 19.2" 30 10 18'-5" 17'-8" 19.5" 20-11" 20'-6° 19.6" 22-9" 27-4' 21'-10' 19-4" 184" 17'-1" 22'-7' 21-11' 20-5" 24-7"23'-3" 25'-10" 25-2" o.c. Snow 30 15 17'-4" 19-10" 15.8" 19'-7' 19'-2"' 18'-6" 21'-5° 20'-11 20'-3" 18'-7' 17-6' 16'-3" 21=2' 20'-8'" 19'-5" 23"-1" �21'-10 24-1" 234" 115% 40 10 .16-6" 16'-3" 15'-4" 18'-8" 18"-5"' 18'-0' 20-4" 20-1' 19-8" 17"-7" 16'-11' 15-11 20-2' 19-11" 19-1" 27-0' 21-8" 21-3" 296" 23-2" 40 15 15-8". 154" 14-8" 17-9" 17-5" 16'111" 194" 19'-0" 196' 16'-11" 16'-5" 1513" 19'-2" 18'-10" 10-3" 2911" 20"-6" 19'-11" 22-4' 21-11" 21-4" 50 l ` 10 15'-0' 14-10 14'-3' 17-0" 16'-10" 16'-7" 18.7" 18"-4" 18'-0" 19-3" 15'-7' 14-10 18 -5" 18'-2 20 -" 19-10 17'-9" 1 19'-6" 21-5" 21'-2 20 -10" 50 15 14-5' 14'-2113'-10" 16'-4 16'-1" 15-8' 17'-101 1T-£' 17-1" 15-7" 19-4" 14'-6" 1T-8" 1T-4' 16'-11" 19'-3° 18'-11 18-6" 20'-7" 20-3 10.9" Non- 20 10 190" 17'-11" 16'4" 22'-5' 21-3" 19'4' 24'-6" 29.11" 22'-6" 199" 10-8" 174" 297" 22'-3" 29'-8" 26'-5" 254" 23'_8" 28'•3" 27'-7' 26'-1" Snow 20 15 190" 16'-11" 15'-7" 20'-9" 20-0" 10-6" 22-7" 21'-11" 21-0" 198' 17'-7' 193" 22'-4' 21-0' 19-5' 24'-5" 23"-8" 22-0" 26'-1" 25-3" 24'-3" 125% 20 20 17-1" 16-1' 14--9 19-4' 10-8' 17'-6" 21'-1' 204' 19.5' 17'-10 19-8' 154" 291011911"l 184" 27-9" 27-0" 20-10 244" 296' 22-5" 25 10 17-7" 17-1' 15'-11"19"-11" 19-6" 18'-I& 21'-9" 21'-3° 20-8' 18'-9' 17-9 16'-6' 21-6" 21-1'' 19'-9 23"-0" 22'-4" 25'-1" 24'-7' 23'-11" 25 15 16"-5" 15'-11" 10-0' 197" 18'-1" 17-5' 20'-3" 19.9" 19-0" 17'-9" 16'-10415'-7' 20-1" 19'-7" 10-8' 21-11s 21'4' 20-7" 23-5" 22'-9, 22'4" 24" o,c. 30 10 19-5' 19-2" 15'-3" 18'-8' 18'4" 17'-10" 204" 20-0' 19-6" 17-9' 17-0' 15'-1I' 199" 18'-11'21-11' 21'-7' 21'-0" 29-6' 23-1' 296" 30 15 15-5" 15'-1" 14'-6" 17-6' 17-1' 16'-7" 19-1" 18'-8' 18'-1' 19-8' 16"-2" 15'-1' 18' 8" 1T-11" 298" 292' 19'-6' 291" 21'-7' 20-10" Snow 11596 40 . 10 14-8" 14'-6" 14'-2" 16'-8' 195" 16'-1" 18'-2" 17'-11" 17-7" 15'-11 15'-7" 14-9" 18'-0' 17'-9" 17-5" 198' 19-4' 19'-0" 2V-0" 20-8' 20'-3" 40 15 14'-0" 13-8" 13-4" 15'-10" 15'-7" 15'-2" 17'-3" 16'-11 196" 15'-1" 14'-10" 14-2" 17-2" 16'-1' 164' 198" 194. 1T-10' 20'-0' 19'-7" 191" 50 , - 10 13'5 13.3. J 13'-0" 15-3 10-4' 14 9" 197" 195' 164". 14-9 14-4 139' 10-5" 19 3 16-0117411 17.-8 17 5" 197 18'-11 197" ,50 ., 15:" 1910" :12'-6" 124" 14'-7". 14'4" 14'-0" 15'-11" 15"-9' 14-11 ' 13"-11"113-8" 13-4" 15-9" 15-6" 15-2" 1T-2" 16'-11" 16'-6" 18-3"1 17-8" 16-10' • Table values are lmited by shear, momen total load deflection equal to L/180 and live load deflection equal to L/240. Check the local budding code for other deflection limits that may apply. • Table values represent the most restrictive of simple or multiple span applications. • Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. 18 and 20 inch joists require web stiffeners. Western SpecIrier Guide • This table was des gned o app y to a broad range of applicat ons, It may be possible o exceed the limitations of this table by analyzing a specific application with the BC CALL® software. • Slope roof joists at tease 14" over 12" to minimize ponding. • Allowable spans and loads shall be adjusted and checked for wind load as required by local budding code. June 2006 8/23/09 Pole Barn Construction 2x4 Lateral bracing as required by engineered truss Truss notched into post - see detail A, B, & C, page 5 Grade Compacted ehrthi Proper surface drainage required Slope top of concrete for drafia 48" Min. Concrete or compacted arth�:. Treated hold down cleats nailed with (4) 3"lhails min. or (2) # 4 18" Rebar through bottom of post Concrete pad 8'" min. T Min. 10" Min. 24" This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2006 International Residential Code. Itis not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. x purlins @ O.C. min: 2x6024'O.C. with 0)16d or (2)20d nails roof min: 29 Ge. steel O.C, Engineered TRUSS 2x girts@ O.C. ruin: 2 x 6 0 24' O.C. with (4)20d nails wall min: 29 Ga. steel (example) x_treated post @ O.C. min: 6"x 6"or(3)2"x 6' @ 8`OC. treated below ground x treated splash board min: 2" x 6" 1 v'Footing size x min: 10" x 24'