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VF—AV I AKIAI i7QnPPPT) RFAMC,. <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF SHEARWALL <br />I: • ::::::: I EXTENT OF OVERFRAMING <br />•— - - --INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOGATION OF REINFORGED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKING UNDER POST OR JAMB ABOVE. <br />HOLDOAN / 5TRAF SCHEDULE <br />SYMBOL <br />SPEGIFIGATION <br />FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO <br />GMU WALL W (1) 51MP5ON M5TGM40 STRAP w/ (12) )4" <br />5T-I DIA x V4" LONG TAPGONS INTO GMU. DESIGN AGGOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) <br />P.T. <br />PO <br />POST <br />PROVIDE (1) <br />51MP5ON G52O <br />STRAP ON EAGH <br />EXTERIOR FAGE <br />OF POST, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4"=1'-O" <br />ROOF FRAM I NO <br />• SEE ROOF TRUSS UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF <br />TRUSS GONNEGTORS. <br />• ROOF 5HEATHIN67 SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHING 24/1( <br />EXPOSURE I. FASTEN 5HEATHING TO ROOF MEMBERS W 2 3/a"xO.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGE5 4 <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKING <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOUSLY UNDER ALL OVERFRAMING. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W <br />5IMP50N VTGR GLIP5 0 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPEG I F I ED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 4 BRACING <br />OF METAL PLATE GONNEGTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DWGS. SHALL BE SUBMITTED TO ARCH $ ENG. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS 0 16" O.G. <br />UPL I PT CONNECTORS <br />BEARING GONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />5IMP50N H2.5T <br />51NGLE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />5IMP50N HT52O <br />51N6LE ROOF TRU55 OR PORGH <br />ALL <br />5IMP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 5IMP50N HETA16 <br />FLUSH G.T. BRG. ON GMU WALL <br />ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED <br />WITH GONNEGTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DESIGN <br />THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTOP HOOD <br />TRUSS GONSTRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal <br />�hTE OF ° <br />© copyright : MULA �L „� a <br />Structural Encf iPie&41 KW% <br />ac0 <br />z <br />Ji-= <br />w <br />LU <br />\/ Z <br />i z <br />z <br />w <br />J <br />Q <br />z <br />U <br />W� <br />JZ <br />W <br />y <br />W <br />I IV <br />M&K project number: <br />CN <br />0 <br />rn <br />a <br />dE o <br />v —CZ. <br />CM <br />E <br />m <br />Q 1 <br />CD <br />o <br />Y <br />0 <br />m` <br />O N <br />M d <br />068-2001 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 10-09-20 <br />REVISIONS: <br />date: initial: <br />05/20/20 KGK <br />MJT <br />z <br />d <br />CL Q <br />a <br />(D 0 <br />Z LL <br />W � <br />Q 0 <br />Z <br />0 <br />� a <br />0 a a <br />2ND FLOOR �R*MING PLAN 0 ,J J <br />SCALE: 1/4"=1'—O" (22x34 SHEET) <br />� <br />SCALE: 1/6'*'-0" (110 SHEET) i 7 <br />I-L� T i i <br />^ ICI <br />u � � <br />0 <br />IN LLJ z <br />J J <br />sheet: <br />Sm 1.2 <br />