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203 & 209 E Bishop St - DEF Roof Trusses - Plan
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203 & 209 E Bishop St - DEF Roof Trusses - Plan
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Last modified
8/28/2025 5:00:10 AM
Creation date
8/28/2025 5:00:04 AM
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Plan
Permit Number
101122602
101122603
Full Address
203 E Bishop St
209 E Bishop St
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11-10-8 <br />25-0-0 <br />41 <br />- <br />1 <br />0 <br />- <br />8 <br />A5 (5) <br />13 <br />- <br />9 <br />- <br />8 <br />A1 <br />A2 <br />A3 <br />A4D <br />A4 <br />A1A <br />A2 <br />A3 <br />A4 <br />J1 <br />( <br />1 <br />2 <br />) <br />15-1-8 <br />3- <br />2 <br />- <br />0 <br />FA <br />U <br />J1 <br />A <br />( <br />8 <br />) <br />J1 <br />( <br />4 <br />) <br />A/A <br />3900 LBS DRAG <br />5. <br />5 <br />5.5 <br />5. <br />5 <br />5.5 <br />Jo <br />b <br /> <br />N <br />u <br />m <br />b <br />e <br />r <br />: <br />23 <br />4 <br />9 <br />3 <br />Ch <br />e <br />c <br />k <br />e <br />d <br /> <br />B <br />y <br />: <br />CB <br />C <br />- <br />2 <br />0 <br />2 <br />2 <br />De <br />s <br />i <br />g <br />n <br />e <br />d <br /> <br />B <br />y <br />: <br />Vi <br />c <br />e <br /> <br />A <br />h <br />u <br />m <br />a <br />d <br />a <br />CUSTOMER NAME: <br />Michael Vu <br />PROJECT: <br />DATE:07 / 22 / 25 FILE NAME:1-A.tdlLayout <br />REVISION:Duong's ADU DATE: <br />BY: <br />REVISION:DATE: <br />BY: <br />REVISION:DATE: <br />BY: <br />THIS IS A TRUSS PLACEMENT DIAGRAM ONLY! <br />These trusses are designed as individual building components to be incorporated into the building design at the specification of the Building <br />Designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for: 1) <br />Temporary and permanent bracing of the roof and floor system and for the overall structure; 2)The design of the entire truss support structure <br />including but not limited to headers, beams, walls, and columns; 3)All truss-to-structure connections; 4)Verification of design criteria including <br />loading and compliance with design documents; 5)Any other responsibilities as outlined in the governing codes and standards. For additional <br />guidance see the latest adopted jurisdictional publications and/or visit www.tpinst.org (USA) or www.tpic.ca (CANADA). <br />NOTES: <br />1.) REFER TO INDIVIDUAL TRUSS DRAWINGS FOR <br />ADDITIONAL INFO. <br />2.) DIMENSIONS SHOWN ARE FROM FACE OF <br />STUD OF BEARING WALLS. <br />3.) DIMENSIONAL VERIFICATION IS THE <br />RESPONSIBILITY OF THE SITE CONTRACTOR <br />AND/OR ARCHITECT. <br />4.) ALL INTERIOR HEADERS TO BE DROPPED <br />EXCEPT AS NOTED. <br />5.) ALL TRUSSES MUST BE SPACED AT A <br />MAXIMUM OF 24'' OC UNLESS OTHERWISE <br />NOTED. <br />6.) DO NOT CUT, DRILL, OR ALTER ANY TRUSS <br />WITHOUT WRITTEN CONSENT FROM A <br />REGISTERED ENGINEER.
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