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2x3 LEDGER EA <br />GMU w/ (2) Y4" DI <br />LONG TAPGON5 <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />PPAP I ANA1 nPnPPPn REAMS. • L'iiiJ EXTENT OF OVERFRAMIN6 <br />2ND FLOOR FRAM I NG PLAN <br />SGA LI: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 1/5"= V-0" (110 SHEET) <br />*---- - - —INDIGATE5 1/8"xl" 5AW OUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />i .. (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />13LOGKIN6 UNDER POST OR JAMB ABOVE. <br />HOLDOWN / STRAP SCHEDULE <br />SYMBOL <br />5PEGIFIGATION <br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF G.T. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" <br />5T-1 DIA x V4" LON6 TAPGON5 INTO GMU. DES16N ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) <br />4x6 P.T. <br />P05T <br />PROVIDE (1) <br />51MP50N G520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR W001 LANAI <br />TYP. BEAM TO POST CONN. <br />ROOF FRAMI NC6 <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF SHEATHING SHALL BE 7/I6" MIN. 0513/11LYWOOD 5HEATHIN6 244 <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %,-' 0.113" <br />RING SHANK NAILS (R5R5-01 OR EOUIV.) 0 6" O.G. AT PANEL E06E5 <br />o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END t DRAG <br />TRUSSES w/ RING 5HANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAY5 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 TRU55 BELOW w/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 13G51 I <br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP DW65. SHALL BE 5UBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER <br />FASTENED TO FRAMIN6 w/(2) 3"0.131" NAILS o 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD 5TUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />SIMP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RE5PON5113ILITY OF THE EN61NEER 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 TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal: ry%%I,- ; <br />N 77824 V <br />x <br />S s TE OF ;eCir h <br />© copyright: t�d111��$�?, <br />Structural Fhgle,nng, Inc. <br />M&K project number: <br />project mgr <br />drawn by: <br />issue date: <br />RRSIONS: <br />date: <br />0 <br />0 <br />J <br />LL <br />Q <br />z <br />IN <br />sheet: <br />068-200 1 1 <br />NJM <br />KGK <br />05-26-20 <br />J <br />W <br />2 <br />0 <br />inKial: <br />0) <br />I~ <br />0 <br />J <br />d <br />Q <br />0 <br />J <br />U. <br />Sm 1.2 <br />