31A-331 16081664B 2nd & Roof PP - Prelim FS 8-17-16B1-2B2-2B3-2B4-2B5-3B6-3B7-3B8B9-2J1-16" O.C.J2-16" O.C.J3-16" O.C.J4-16" O.C.J5-16" O.C.J6-16" O.C.J7-16" O.C.J8-16" O.C.J9-16" O.C.J10-16" O.C.J11-16" O.C.J12-16" O.C.J13-16" O.C.J14-16" O.C.J15-16" O.C.J16-16" O.C.J17-16" O.C.J18-16" O.C.J85-16" O.C.J86-16" O.C.J87-16" O.C.J88-16" O.C.J89-16" O.C.J90-16" O.C.J91-16" O.C.J92-16" O.C.J93-16" O.C.J94-16" O.C.J95-16" O.C.J96-16" O.C.J97-16" O.C.J98-16" O.C.J99-16" O.C.J100-16" O.C.J101-16" O.C.J102-16" O.C.J103-16" O.C.J104-16" O.C.J105-16" O.C.J106-16" O.C.J107-16" O.C.J108-16" O.C.J109-16" O.C.J110-16" O.C.J111-16" O.C.J112-16" O.C.J113-16" O.C.J114-16" O.C.J115-16" O.C.J116-16" O.C.J117-16" O.C.J118-16" O.C.J119-16" O.C.J120-16" O.C.J121-16" O.C.J122-16" O.C.J123-16" O.C.J125-16" O.C.J126-16" O.C.J62-16" O.C.J63-16" O.C.J64-16" O.C.J65-16" O.C.J66-16" O.C.J67-16" O.C.J68-16" O.C.J69-16" O.C.J70-16" O.C.J72-16" O.C.J73-16" O.C.J74-16" O.C.J75-16" O.C.J76-16" O.C.J77-16" O.C.J78-16" O.C.J79-16" O.C.J80-16" O.C.J81-16" O.C.J82-16" O.C.J83-16" O.C.J84-16" O.C.7' 0"4' 2"23' 0" 31' 2"5' 0" 99' 0" BBO1BBO2T01T02T03T04H01H02H03H04H05CJ01CJ02J01J02J03J03J03J03J03J03J01J04J03J03J03J03J01H06T05H07T06T07T08T09T10T01GRT11T11H08H09H10H11H12H13J05J06J07CJ03CJ03J08J08J08J08J08J08J09J08J08J08J08J08J09J09J09CJ04CJ04J08J08J10J10J10J11H07T12T13T14T15T16T02GRT17T17H14H15T18T19T20T03GRT21T22H16H17H18H19H20J12CJ05CJ05CJ06CJ06J13J07J07J14J14J14J12J14J15J15J15J15J16J15J15J15J15J16J16J16UndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedRoof Area 3977.41Sheathing Count 137Overhang Lines 359Raked Lines 13.08Ridge Lines 56.42Hip Lines 264.85Valley Lines 93.85THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to beincorporated into the building design at the specificationof the building designer. See individual design sheets for eachtruss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracingof the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams,walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing ofwood trusses" available from the Truss Plate Institute, 583D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of theGeneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions, and use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provideprints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible forprint/planchanges by others after final approval ofshop drawings, norwill they be responsible for errors or modifications made on-siteduring construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE"REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOTBE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTENAUTHORIZATION FROM UFPBercume - Vernon St.2nd Floor & Roof Plan08/17/2016Preiminary - For Permit Only16080664The following information is anapproximate and NOT guaranteedAdditional information required to complete joist layoutShop drawing is an estimate only, not for constructionBased on truss roof systemBeam sizes changed from specificationSteel or flitch beams by others requiredFlush beams deeper than floor joistsVerify Post and or column locationsPosts added (see notes on plan)Verify joists and beaml engthsCritical dimensions have been scaledVerify framing at fireplaceVerify framing at stairwell*** FOR REVIEW ***VERIFY ALL CHECKED ITEMS PRIOR TO ORDERINGJoist depth changedJoist direction changedJoist series changedJoist spacing changedBeams added for structural reasonsMid span bridging recommendedVerify design criteriaNote high deflectionConnection by others req'dSignature: ___________________________________ Date: _________________Company: ___________________________________