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020 <br />PFAP I ANAI na2nPPr-n RFAMc. <br />w <br />LL <br />O <br />lY <br />U <br />O <br />N <br />O O <br />�LL <br />0 <br />o w <br />LEGEND <br />• ® INTERIOR BEARING NALL <br />• _ _ _ BEARING HALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />r-: -. -.7.71 <br />• 1: ' : I EXTENT OF OVERFRAMIN6 <br />L---'_J <br />•---- -- ,- ---r-INDICATE5 1/6"A" 5AN GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />*' (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />P.T. <br />P0 <br />P05T <br />PROVIDE (1) <br />51MP50N C520 <br />STRAP ON EAGH <br />EXTERIOR FACE <br />OF P05T, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4'=I'-0' <br />R00� FRAMING PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: I/W= V-0" (Ilxl1 SHEET) <br />ROOF FRAM I N& <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF SHEATHING SHALL BE 1/I6" MIN. OSB/PLYWOOD 5HEATHIN6 2416, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEM13ER5 w/ 2 3%3"xO.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL E06E5 4 <br />o 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG <br />TRU55E5 w/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL EDOE5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES, <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ <br />51MP50N VTGR CLIPS o 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 13G51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING d BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH $ ENO. <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"xO.131" NAILS o 16" O.G. <br />UPL I PT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 151 <br />SIMP50N H25T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15, <br />51MP50N HIOA <br />WOOD STUD HALL/NOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD HALL/NOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />5IMP50N HETAI6 <br />BEAM BEARING ON GMU HALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU NALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-20I4 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS CONSTRUCTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REOUIREMENT5 OF A56E-1-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRANIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal: `ox\l 1 i l f t////�i <br />G. FjQ/�d <br />No <br />��. OF <br />� e <br />© co v^ 01 &U <br />P �S rddirhIg&k Xn a. Inc. <br />acm <br />Z <br />JLU <br />w <br />w <br />z <br />ID <br />z <br />w <br />J <br />Q <br />ZF- <br />I U <br />WC= <br />C/J <br />3 -J <br />JN <br />Z <br />W <br />h <br />W <br />7 <br />M&K project number: <br />068-200 1 1 <br />project mgr, J S B <br />drawn by: KG K <br />issue date: 05-20-20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />SmI.3 <br />