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r3 <br />pr-Ap I AwA1 npnppr-n RPAMC,. <br />LEGEND <br />FASTEN DROPPED BEAMS TO / (2)2x12 w/Y2" 05B/PLYWOOD • ® INTERIOR BEARING WALL <br />,ram— BTWN. PLY5 (TYP. OF 5) ' • _ _ _ BEARING WALL ABOVE <br />POSTS PER DTL U/5D-2 (TYP. OF 2) ,� � — -�. — _„-. — � — � — y, <br />N <br />OO <br />0 <br />i <br />r- <br />Is <br />N <br />• BEAM / HEADER <br />• m - LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMING <br />•-,-rn - °-- INDIGATE5 1/8"A" SAW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I N6 <br />• SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRUSS GONNEGTOR5. <br />• ROOF SHEATHING SHALL BE -1/I6" MIN. O5B/PLYWOOD SHEATHING 24/b, <br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"xO.1I3" <br />RING SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL EDGES ff <br />0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG <br />TRU55E5 w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED5E5. <br />• ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMINO. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />SIMPSON VTGR CLIPS 0 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERWI5E NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 4 BRAGING <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP DWG5. SHALL BE SUBMITTED TO ARCH 4 ENG. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 5W.131" NAILS 0 16" O.G. <br />UPL I fT GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51 MP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />SINGLE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU HALL <br />ROOF O.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETA16 <br />FLUSH G.T. BRG. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DESIGN <br />THE UPLIFT GONNEGTORS PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GAR05. <br />REFER TO 5-0.0 FOR TYPICAL <br />5TRUGTURAL NOTE5 I$ 5GHEDULE5 <br />seah.% kt`tgSE�.,c, <br />7 4 <br />AT OF ' <br />--0 .• P <br />© copyright: MULHERN & KULP <br />strub fCgi?erZg,9M 1 <br />oz <br />z <br />JLU <br />w <br />w <br />DZ o <br />z <br />w a <br />CD J <br />Q 0� <br />Zo= <br />f- <br />U Q. <br />W o> <br />� o <br />°O StQ Q <br />_ z ov o <br />W Y � <br />p o� <br />y M Lo <br />W C N C. M G. <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: `j 2- `j 6-2 1 <br />REVISIONS: <br />date: initial: <br />I <br />o° 7 I I i 0 <br />'— I 5D-2 I i►—Ti —.1 <br />/ STRUGTURAL GABLE END HIP GIRDER TRU55 I w � <br />z <br />5D-2 <br />3 I I I UJ < <br />SD-2 <br />Ld <br />LL U <br />5D-2 I 3: r <br />STRUCTURAL GABLE END HIP 61RDER TRU55 I �'' <br />0 11 W <br />Q O Z <br />------ ------------- ----- - --- --- ----- <br />J J <br />ROOF FRAM I NO PLAN <br />SCALE: 1/4"=1'-0" (22x54 SHEET, <br />SCALE: 1/8"=1'-0" (IlxI 1 SHEET) <br />sheet: <br />Sm 1 .3 <br />