Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
S101.0
\A1;49'-0" \A1;2'-0"\A1;2'-6" (2)2x4 (2)2x8 (3)2x4\A1;(2)1{\H0.7x;\S3#4;}"X11{\H0.7x;\S1#4;}" LSL DROPPED \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. (2)2X6 (3)2x4 (2)2x8 (2)2x8 R.T.\P @ 24" O.C. (2)2x8 \A1;ROOF GIRDER TRUSS(2)2x8 ROOF TRUSSES @ 24" O.C. (2)2x4 (2)2x6 \A1;ROOF TRUSSES TO BE DESIGNED TO CANTILEVER OFF OF FRONT WALL\A1;\pxql;OVERFRAMED DORMER HIP GIRDER TRUSS \A1;4'-0" \A1;\pxql;OVERFRAMED DORMER\A1;R.T.\P@ 24" o.c. (2)2x12(2)2x12 (2)2x4 (2)2x8 (2)2x8 (2)2x4(2)2x4(2)2x4 (2)2x8 ROOF TRUSSES @ 24" O.C.\A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) \A1;BLOCKED PANEL EDGES\P(SEE NOTES) \A1;BLOCKED PANEL EDGES\P(SEE NOTES) (2)2x8 \pxql;PROVIDE GYPSUM SHEATHING ALONG THIS WALL FASTENED TO WALL FRMG w/ 5D COOLER NAILS @ 4" O.C. METAL HANGER BEARING WALL ABOVE (B.W.A.) AREA OF FLOOR SYSTEM DESIGNED FOR TILE BEAM / HEADER INTERIOR BEARING WALL INTERIOR BRACED WALL PANEL INDICATES POST ABOVE. PROVIDE SOLID\PBLOCKING UNDER POST OR JAMB ABOVE.*INDICATES HOLDOWN BELOW. LEGEND OR OSB SHEATHING \A1;7'-5" \A1;2'-6{\H0.750000x;\S1#2;}" (2)2x6 \A1;OVERFRAMED DORMER (2)2x8 (2)2X6 (2)2x8 \A1;ROOF GIRDER TRUSS(2)2x8 ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. R.T.\P @ 24" O.C. (2)2x4 (2)2x4 (2)2x12(2)2x12 (2)2x4 (2)2x8 (2)2x8 (2)2x4(2)2x4(2)2x4 (3)2x4\A1;(2)1{\H0.7x;\S3#4;}"X11{\H0.7x;\S1#4;}" LSL DROPPED (3)2x4 (2)2x8 (2)2x8 \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. ROOF TRUSSES @ 24" O.C. \A1;ROOF TRUSSES @ 24" o.c. OR 2x6 R.R. AND C.J. @ 24" o.c. STRUCTURAL GABLE END ROOF GIRDER TRUSS \A1;ROOF TRUSSES TO BE DESIGNED TO CANTILEVER OFF OF FRONT WALL \A1;BLOCKED PANEL EDGES\P(SEE NOTES) \A1;BLOCKED PANEL EDGES\P(SEE NOTES) (2)2x8 \pxql;PROVIDE GYPSUM SHEATHING ALONG THIS WALL FASTENED TO WALL FRMG w/ 5D COOLER NAILS @ 4" O.C.Roof Framing PlanS-3.1 ROOF FRAMING PLAN1ELEVATION 2 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-02-15 JGF VRF 104-15002 2600 Monaco ModelIndiana Divisionsheet: DLGADDED 3 ELEV.06/29/2017 NJDMASONRY WRAP ADDED09/17/2015NJDARCH REVISIONS02/10/2016VRFGARAGE OPTIONS ADDED08/04/2017AMA2020 INDIANA CODE UPDATE01/01/2020 SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) ROOF FRAMING PLAN2ELEVATION ET01SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 06/29/20 Adam Schriner