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a <br />2x5 LED6ER EAI, <br />GMU N/ (2) /4" DI <br />LON6 TAPGON5 <br />22NP FLOOR R*MINO PLAN <br />SCALE: I/4"=1'-0" (22x54 SHEET) <br />SCALE: 1/8"=1'—O" (110 SHEET) <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARHALL <br />-.-.-.71 <br />EXTENT OF OVERFRAMIN6 <br />• —INDICATES 1/8"xl" 5AW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />HOLPOM / 5TRAF 5GHEPULE <br />YMBOL SPEGIEIGATION <br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO <br />GMU NALL N/ (1) SIMPSON MSTGM40 STRAP N/ (12) )/4" <br />5T-I DIA x V," LONG TAPGON5 INTO GMU. DESIGN ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(U5E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) <br />ROOF FRAMINO <br />• SEE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/6, <br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 3/8"x0.113" <br />RING SHANK NAILS (RSRS-01 OR EGUIV) 0 6" O.G. AT PANEL ED6E5 $ <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG <br />TRU55E5 N/ RING SHANK NAILS ® 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 ED6E5. <br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ <br />5IMP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER <br />FASTENED TO FRAMING N/(2) 3"4.131" NAILS a 16" O.G. <br />UPL 1 1T GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51 MP50N H2.3T <br />SINGLE ROOF TRU55 BEARING ON <br />IS' <br />51MP50N HIOA <br />WOOD STUD HALL/HOOD BEAM <br />ROOF 61RDER TRUSS BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />SIMPSON HETAI6 <br />BEAM BEARING ON GMU NALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) SIMPSON HETA16 <br />FLUSH 6.T. BR6. ON GMU HALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD <br />TRUSS GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF ASGE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SGHEDULES <br />seal: , <br />No G4 <br />"arm <br />IS®I® <br />f" i'DEC% l 2021 <br />© copyright: MULHERN & KULP <br />Structural Engineering, Inc. <br />on <br />c� <br />z <br />M JLJJ <br />°C <br />W <br />W <br />Z G <br />iz <br />w a <br />J L Q °' <br />.n <br />Zt-- 1 <br />U d- <br />c E <br />UJo a <br />T J M E <br />r1f1�1 a <br />WJ Z --0 o <br />p o <br />o cs� <br />y m �h <br />W Co N C. M o. <br />s <br />M&K project number: <br />068-2001 1 <br />project mgr: ,J SB <br />drawn by: DJ R <br />issue date: `j 2-1 4-21 <br />REVISIONS: <br />date: initial: <br />z <br />o-, <br />z <br />LL <br />a <br />0 <br />0 <br />LL <br />z <br />N <br />sheet: <br />d <br />O <br />a <br />O <br />LL <br />LLJ <br />0 <br />z <br />UJ <br />cdn <br />O <br />D <br />d <br />T <br />� <br />2 <br />oa <br />~ <br />>, <br />z <br />J <br />J <br />Sm 1.2 <br />