Laserfiche WebLink
seal: <br />Vi=,LV I AWAi nQnPPFn RFAMC�. <br />>6ER FASTENED <br />wl (2) Y4" DIA. x <br />6 TITEN 2 <br />® 161, O.G. <br />LE6END <br />• = _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• M � M LOCATION AND EXTENT OF SHEARHALL <br />EXTENT OF OVERFRAMING <br />9— — —° —INDICATES I/8"A" 5AW GUT CONTROL JOINT <br />INDIGATES LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATES P05T ABOVE. PROVIDE SOLID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />HOLDOJAN / STRAP 50HEDULE <br />SYMBOL <br />5PEGIFIGATION <br />FASTEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP W (12) Y4" <br />5T-1 DIA x V4" LONG TAPGONS INTO GMU. DE51GN AGGOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. <br />(U5E ONE STRAP TOTAL PER BUILT—UP P05T, U.N.O.) <br />ROOF FRAMING <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />• ROOF 5HEATHING SHALL BE 1/16" MIN. 055/PLYHOOD 5HEATHING 244e,, <br />EXP05URE I. FASTEN 5HEATHING TO ROOF MEMBERS w/ 2 3/e,"4.113" <br />RING SHANK NAILS (R5R5-01 OR EG2UIV) ® 6" O.G. AT PANEL E067E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END $ DRAG <br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKING <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED EDGE5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOUSLY UNDER ALL OVERFRAMING. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIPS ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TR55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'S BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRAGING <br />OF METAL PLATE CONNECTED HOOD TRU55E5." <br />• ROOF TRU55 SHOP I)Pg65. SHALL BE SUBMITTED TO ARCH $ 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) 3"x0.131" NAILS A 16" O.G. <br />UPL I PT CONNECTORS <br />BEARING CONDITION <br />TRUTH <br />CONNECTOR <br />< 15' <br />SIMPSON H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD WALLAVOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />V4000 STUD WALLAWOOD BEAM <br />ALL <br />51MP50N HT520 <br />5M6LE ROOF TRU55 OR PORGH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLU5H G.T. BRG. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD <br />I RU55 GONSTRUGTION". M$K HA5 ENGINEERED ALL ROOF TR65 UPLIFT <br />GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A9CE-1-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER TH15 ORANING 5HALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUGTURAL NOTES ff SCHEDULES <br />© copyright <br />structural Engineering, Inc. <br />z <br />J� <br />w <br />w <br />z <br />z <br />z <br />w <br />J <br />Q <br />Z <br />1i U <br />W� <br />J1- <br />z <br />W <br />y <br />W <br />C <br />7 <br />M&K project number: <br />a <br />-1 <br />068-2001 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 01-2 6-21 <br />REVISIONS: <br />date: initial: <br />Cz <br />q) <br />CU <br />C <br />I j <br />I I <br />I I <br />I I <br />I j <br />,IL- <br />3/4" <br />1 1-PLY 1 x <br />T�\ 16" LVL FLUSH r5aI� <br />0 <br />106 V-2 <br />lL <br />5T-I <br />5D-2 - ----- I <br />J (n <br />UJ <br />� <br />Q z <br />�-20 <br />(L <br />3 <br />5D-LL <br />� d <br />0 <br />w J <br />0 <br />0 < <br />U <br />,--i <br />U. <br />2ND FLOOR �RA1,IN6 PLAN <br />Q <br />z r-S d <br />SCALE: 1/4"=1'-0" (22x84 SHEET) <br />WALE: 1/6"=1'-0" (IlxI 15HEET) <br />3 <br />Z <br />Z <br />� 0 `~ <br />J <br />sheet: <br />SmI.2 <br />