Laserfiche WebLink
Steve Lee <br /> 4/10/2024 20 x 40 x 168 (Inch Ceiling) <br /> CustomerQuotes <br /> Do Not Notch Corner Pole!! <br /> es PostsNotch forInterm Trussesdi <br /> (172.0) . 2x4 <br /> + 3.5 2x4 Ribbon <br /> Ribbon...Plus <br /> Poles <br /> too <br /> ft c.0 6 Rows <br /> 2x4 1650 MSR Row 3...plus 3 more...then ribbon 2x4 1650 MSR <br /> Trusses Wall Girts <br /> 8.00fto.c. // I <br /> 168.5 2x4 1650 MSR Row 2 <br /> Inch ' ' `a ..T' <br /> Ribbon 2x4x18 ( Wall Girts <br /> Height 19.8 in Between Corner Brace i ire *'** <br /> Inches O.C. <br /> 2x4 1650 MSR Row 1 <br /> Tr.Column <br /> Nail 2x4 to Treated. Attach base trim and steel to 2x4 NOT Treated! <br /> Treated 2x6 Skirt Board <br /> R White 2x4 <br /> Unfinished grade line Spec.Dbl.Angle <br /> Treated Columns <br /> 60 Pressure Treated Footing Depth Tr.2x6 <br /> 4' Weight Bearing Non-Bearing <br /> 3-ply 2x6 lam Footing Pad (Gable) <br /> 16 FootingPad ________ __--_. <br /> 2-12"2x4 Tr.Blocks Diameter,X '5041. " , <br /> 8' 7'10.5" <br /> Center of Pole Center of Pole Outside of Pole <br /> Ease 1 top chord run w/box(not steel length) = 126.5 in truss height including heel= 46 in Eave 2 top chord run w/box(not steel length)= ;'' <br /> Top of Concrete to Top of Ridge 17'10.75" . - metal Ridge with f " ;'","'-" rl closure <br /> 8 1/2 inches down from peak Truss Load /12 Pitch <br /> �� - .. <br /> 24"O.C. 2x4 1650 MSR On Edge \ �`\� <br /> 7 Purlins per SideF-------7—+ <br /> \ ��� <br /> 14'6.75" Outside Wall Height '' '111 � . <br /> \ -2` �j���� <br /> \ truss braces � ��`\ <br /> See truss spec.sheet for exact count and locations ti <br /> $.J 1t.heel eave <br /> 7 I 6 I 7 trim <br /> �5 <br /> Cut In Half©45 <br /> Knee Brace <br /> Extend to top <br /> Ceiling Height Chord of Truss <br /> (Temporary) <br /> Feet Inches 16th <br /> 2x4 1650 MSR Square= ® ® X Long , <br /> Wide <br /> Building Design And Prices Are Subject To Local Building Codes <br />