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i <br />LEGEND <br />• <br />® <br />INTERIOR BEARIN6 WALL <br />• <br />_ _ _ <br />BEARING WALL ABOVE <br />REAR LANAI DROPPED BEAMS: <br />(2)2x12 N/%2" 05B/PLYWOOD FASTEN DROPPED BEAMS TO <br />• <br />BEAM / HEADER <br />BTWN. PLYS (TYP. OF 3) — — — -„- — ,r — — POSTS PER DTL U/5D-3 (TYP. OF 2) <br />• <br />LOCATION AND EXTENT OF SHEARHALL <br />DROPPED BEAM <br />EXTENT OF OVERFRAMIN6 <br />•-----m - --- -INDICATES I/8"A" SAN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORGED GMU GORE <br />(SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLOOWN / STRAP 50HEDULE <br />SYMBOL <br />SPECIFICATION <br />FASTEN BUILT-UP POSTS SUPPORTING ROOF O.T. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) y4" <br />ST-► DIA x V4" LONG TAPGONS INTO GMU. DE516N AGGOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) <br />ROOF FRAMINCG <br />• SEE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYHOOD 5HEATHIN6 24/1( <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 4 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG <br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALON6 PANEL EDOE5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIPS ALON6 UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIPS o 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLESS OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, INSTALLING 4 BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH d EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 8 SHORT SPAN ROOF TRUSSES, w/ 2x4 LEDGER <br />FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS 0 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />SIMPS,ON H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD HALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD NALL/NOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU NALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) S,IMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU HALL <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 SEGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD <br />TRU55 GONSTRUGTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRANIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal: 5'G P l Z <br />• No 77824 • <br />®•�, STATE OF <br />© copyright : FItJ�i I�t\ <br />strua M t4peering, Inc, <br />z <br />JW <br />W <br />z <br />z <br />z <br />�w <br />J <br />a <br />Z <br />U <br />W� <br />JF- <br />Z <br />W <br />N <br />a <br />M&K project number: <br />068-1 9029 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 07-07-2 `I <br />REVISIONS: <br />date: initial: <br />d <br />a O <br />x <br />0 <br />1 � <br />jay 1�1 w <br />V <br />�Q z <br />a 0 x <br />LL IL <br />Q (n <br />0 <br />2ND FLOOR RANI I NG PLAN <br />O <br />SCALE: 1/4"= I'-O" (2244 SHEET) iQ <br />SCALE: 1/6"= I'-O" (I Ixl'1 SHEET) i 7 1~ <br />I..i_. j T T 'a <br />z 0 ? <br />N Ld JJ <br />sheet: <br />Som 1 .2 <br />