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I <br />f] <br />PPAP I ANIAI nQnPPr-n Pr -AMC.. <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF 5HEARWALL <br />I: : I EXTENT OF OVERFRAMIN6 <br />o.--n .- ,° • INDICATE5 I/8"A" SAW GUT GONTROL JOINT <br />INDICATES LOGATION OF REINFORGED GMU GORE <br />IE (SEE NOTES) <br />J L METAL HANGER <br />INDIGATES POST ABOVE. PROVIDE SOLID <br />BLOGKINO UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I N6 <br />• SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/16, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG <br />TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTCA 4 TPI'S BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL I fT GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRUSS BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL <br />(2) 51MP50N HETAI6 <br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURERS UPLIFT GONNEGTOR <br />SPEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal,% <br />• Y <br />No <br />s ® o L <br />OF <br />copyrightN�JC�LPU " 202 <br />Structural Engineering, Inc. <br />0 CD <br />z <br />WJ Q= <br />w <br />w <br />\/ CD <br />z <br />i M <br />z <br />w <br />J <br />Q <br />Z <br />c U <br />W� <br />tCA)T1 -J <br />.J H <br />Z <br />W <br />C <br />CO) <br />2W <br />18 <br />M&K project number: <br />N <br />0 <br />rn <br />L <br />as <br />.ra <br />Q <br />1 4 <br />d <br />c <br />v w <br />m <br />a A <br />Z;5CO <br />o coo <br />m` L6 <br />o <br />N <br />CAM C L <br />068-2001 1 <br />project mgr: J S B <br />drawn by: p R <br />issue date: 1 0-2 2-21 <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />� O <br />/ v LL <br />I / I �o <br />J W <br />IL <br />N r1f <br />0. �z <br />\Al HIP 61RDER TR1,155 I z W <br />HIP 61RDER T U5-5 \\ 4 I I I I LO <br />5D-2 5D-2 Z) <br />HIP 61 RDER TRU55 <br />o� I / 4 �� O U <br />o ° I / \ I 5D 2 <br />LL <br />< - 0Lo Ua <br />- - - Z) <br />-� - - 0 o z <br />ROOF SRAM I N6 PLAN <br />SCALE: I/4"=1'-0" (22x34 SHEET, <br />SCALE: 1/6"=1'-O" (IIxI1 SHEET) <br />sheet: <br />Sm 1.3 <br />