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PPAP I ANAI r-)PnPPF-n Rt=AMC,. <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />• I: • ; : I EXTENT OF OVERFRAMING <br />• -- - INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />HOLDOM / 5TRAF 5GHEPULE <br />5YMBOL <br />5PEGIEIGATION <br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 63. TO <br />GMU WALL W (1) 51MP50N M5TGM40 STRAP W (12)%4" <br />5T-I PIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) <br />4xb P.T. <br />P05T <br />PROVIDE (1) <br />51MP50N G520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, W MIN <br />01 <br />END LEN6TH <br />DROPPED <br />BEAM5 <br />PER PLAN <br />REAR W00D LANAI <br />TYP. BEAM TO P05T CONN. <br />SCAU: 3/4'=1'-O' <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS, <br />• ROOF SHEATHING SHALL BE -f/I6" MIN. 05B/PLYWOOD 5HEATHIN6 2416, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) @ 6" O.G. AT PANEL ED6E5 I$ <br />® 6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO GABLE END I$ DRAG <br />TRU55E5 w/ RIN6 SHANK NAILS @ 3" O.G. (U,N.O,). PROVIDE BLOCKING <br />ALONG PANEL ED6ES AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES, <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />51MP5ON VTGR CLIPS 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTCA ff TPI'5 BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES," <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH d EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL I fET CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H25T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />> 15' <br />SIMPSON HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD NALL/NOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />SIMPSON HETAI6 <br />BEAM BEARIN6 ON GMU NALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI(b <br />FLUSH 6.T. 13R6, ON GMU NALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RE5PON5113ILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS CONSTRUCTION", MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REGiUIREMENT5 OF A56E-7-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal; RED <br />v No Tr824 <br />v <br />S ��,TE r °� <br />0 <br />%% <br />© copyright ; MUNRaU't do" <br />Structural019I.O nig Inc, <br />acD <br />Z <br />JLU <br />w <br />w <br />Z <br />c <br />rn <br />z <br />w <br />J <br />CD <br />CD <br />Q <br />.o0 <br />m <br />Z = <br />¢ o <br />C) <br />4 <br />pC <br />F- <br />W� <br />c <br />`o m <br />� <br />m � <br />QCD <br />J111-- <br />Z <br />C o <br />V5 <br />W <br />o <br />m <br />lie <br />0 <br />g <br />y <br />m` U� <br />W <br />c N <br />cc <br />M a <br />MW project number: <br />068-2001 1 <br />project mgr: NJ M <br />drawn by: KG K <br />issue date: 04-1 6-20 <br />REVISIONS: <br />date: initial: <br />05/20/20 KC6K <br />AM LAMI <br />12 <br />< <br />�1 0 <br />� O <br />iL <br />W <br />Q 0 <br />0 Q� <br />� a <br />ry d <br />Z) Q <br />O :XN FLOOR FRAM I N6 PLAN 0 , J -,-J <br />SCALE: 1/4"= I'-0" (22x34 SHEET) <br />SCALE: I/S"=1'-0" (Ilxl1 SHEET) i T <br />I.J. T T T � <br />z 0 Z <br />IN LLJ J J <br />sheet: <br />SmI.2 <br />