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1 <br />PPAP I AKIAI t-)fiJrlPPr-n Rr-AMC,. <br />O O <br />LL <br />o0 <br />w <br />LL <br />LEGEND <br />• = _ = = = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• m � m LOCATION AND EXTENT OF SHEARHALL <br />EXTENT OF OVERFRAMIN6 <br />• — — —----INDICATE5 1/8"A" SAW GUT CONTROL JOINT <br />INDICATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />P.T. <br />P0 <br />PO5T <br />PROVIDE (1) <br />51MP50N C520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />T`I'P. BEAM TO POST CONN. <br />WALE: 3/4'=1'-0' <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 7/I6" MIN. 05B/PLYWOOD 5HEATHIN6 24/6, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" <br />RING SHANK NAILS (R5R5-0I OR EGUIV.) 0 b" O.G. AT PANEL ED6E5 d <br />o b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG <br />TRUSSES W RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOCKING <br />ALONG PANEL ED6E5 AT FIR5T 2 TRU55 13AY5 FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W <br />51MP50N VTGR CLIPS o 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA 8 TPI'5 13651 1 <br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, INSTALLING 4 BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRUSSES." <br />• ROOF TRUSS SHOP 016165. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORGH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"0.131" NAILS ® 16" O.G. <br />UPL I rT GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />SIMP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />SIMP50N HIOA <br />WOOD STUD HALL/HOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD HALL/WOOD BEAM <br />SINGLE ROOF TRUSS OR PORCH <br />ALL <br />SIMP50N HETAIb <br />BEAM BEARING ON GMU NALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) SIMPSON HETA16 <br />FLUSH G.T. BR6. ON GMU HALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED <br />WITH GONNEGTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT GONNECTOR5 AND LOAD5 PER THI5 DRAHIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNEGTOR <br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. <br />REFER TO S-O.O FOR TYPICAL <br />STKUGTURAL NOTES � SCHEDULES <br />seal: <br />v NJ 7 <br />'. I r:- r <br />© copyright : Muult�� Nil <br />Structural lfngrle 66g', Inc, <br />acm <br />z <br />Jcc <br />W <br />W <br />z <br />z <br />W <br />J <br />a <br />ZF- <br />U <br />W� <br />cn <br />JZ <br />W <br />O_ <br />y <br />W <br />OG <br />7 <br />M&K project number: <br />;ill <br />068-2001 1 <br />project mgr. NJ M <br />drawn by: KG K <br />issue date: 05-2 6-20 <br />REVISIONS: <br />date: initial: <br />/ I I <br />I I <br />I I <br />I I I I <br />J <br />Lu LL <br />sn <br />fS IQ) <br />N J U <br />\ I °o (0 0 w Z <br />I \ <br />\ HIP 61 RDER TRU55 \ I z O co <br />F------------------------------- ---------------------w <br />I <br />I HIP GIRDER TRU55 \ I <br />I <br />I <br />'~VALLEY TRU55 \ 0 <br />SD-2 I o o < <br />z <br />W <br />O I O.F. @ 24" O.GLL <br />O . I.... I r- v � <br />LL <br />oW <br />I ' <br />' a � Lo <br />\r 0 <br />I <br />0 <br />�-0 Z <br />ROOF FRAM I NG PLAN <br />SCALE: I/4"= I'-0" (22x34 SHEET) <br />SCALE: I/8"=1'-0" (IlxI1 SHEET) <br />sheet: <br />Sm 1.3 <br />