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■ <br />09 <br />C)PLO 1 A 1LI r)P/1)PPr_rn RFAMG. <br />n <br />2ND FLOOR �RAMIN6 FLAN <br />SCALE: 1/4'*'-0" (22x34 SHEET) <br />SCALE: I/V=I'-0" (IlxI 1 SHEET) <br />91 <br />LEGEND <br />• INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />I: • : I EXTENT OF OVERFRAMIN6 <br />INDICATES I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLnOWN / 5TRAP 50HEDULE <br />)YMBOL 5PEGIEIGATION <br />FASTEN BUILT-UP POSTS SUPPORTING ROOF O.T. TO <br />GMU WALL w/ (1) 51MP50N MSTGM40 STRAP w/ (12) y4" <br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DES16N ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) <br />'2EIR FASTENED <br />) y4" DIA. X 3 y2'1 <br />�'GON5 a 16" ars. <br />ROOF FFAMINC7 <br />® z <br />• SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />°°e S E OF <br />• ROOF 5HEATHIN6 SHALL BE l/16" MIN. OSB/PLYWOOD 5HEATHIN6 24/b, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"xO.113" <br />�g®� p' °c rN1o. <br />RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL ED6E5 4 <br />488116e r`�0*„�® � 2 �Q�� <br />R <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG <br />© copyright: MULHERN & I�N�E <br />Structural Engineering, Inc. <br />TRUSSES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />_ <br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. <br />Z <br />w <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />LU <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />= z o <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />rn <br />Z Q <br />LU el- <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />LZ <br />J L <br />a <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />-a <br />CC <br />z = Q o <br />F_ A�? <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I <br />"GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING i BRAGIN6 <br />W <br />OF METAL PLATE GONNEGTED WOOD TRUSSES." <br />j <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />m <br />3 a a E <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />j J o <br />• SUPPORT PORCH $ SHORT. SPAN ROOF TRUSSES w/ 2x4 LED6ER <br />W op <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS 0 16" O.G. <br />y m <br />W N <br />fir <br />UfzL 1 f7T CONNECT OR5 <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <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 GIRDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU NALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED <br />KITH GONNEGTOR AS LISTED ABOVE. <br />IT IS 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 />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUS5 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 TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE 5HOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 4 SGHEDULES <br />IV <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr ,JSB <br />drawn by: BC <br />issue date: p g..1 4-2 1 <br />REVISIONS: <br />date: initial: <br />02/22/22 Dip, <br />MOM DOOR 1MV60 <br />4 <br />� <br />O <br />J <br />z <br />L- <br />� <br />w <br />� <br />0 <br />a <br />� <br />0 <br />(L <br />0 <br />0 <br />W <br />O <br />D <br />4 <br />LL <br />z <br />d <br />Y. <br />Z <br />o z <br />IN <br />J J <br />sheet: <br />Sm <br />1.2 <br />