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LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• 1: ' :1 EXTENT OF OVERFRAMIN6 <br />L'- - -'J <br />*----- --- -- -----INDICATES 1/6"A" SAW CUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED CMU GORE <br />(SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />HOLDOWN / STRAP SCHEDULE <br />)YMBOL 5PEGIFIGATION <br />FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" <br />5T-I DIA x V4" LON6 TAP( ON5 INTO GMU. DE516N ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(USE ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) <br />*7ER FASTENED <br />) y4" DIA. x 3 y2' <br />'GON5 0 16" o.c. <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/Ib" MIN. OSB/PLYWOOD 5HEATHIN6 24/1( <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL E06E5 4 <br />o b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END s DRAG <br />TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W <br />51MP50N VTGR GLIP5 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 $ TPI'5 13651 1 <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 t 5RAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH d EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH t SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS o W' O.G. <br />UPL I PT CONNECTORS <br />BEARING CONDITION <br />TRUSS <br />CONNECTOR <br />LENGTH <br />< 15' <br />SIMP50N H2.5T <br />51NOLE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD NALL/NOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETAIb <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) SIMPSON HETAI6 <br />FLUSH O.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/1PI-2014 <br />"NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 60115TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REOUIREMENT5 OF A5GE-1-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWIN6 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 i SCHEDULES <br />seal; ,pry, � ,, 7..t �. � � . •�� <br />Cz <br />40 <br />000 �s, O Ft. '� � • 4 1 ��0 <br />© copyright "Dwy�Q � , <br />=z <br />Z <br />JLU <br />W <br />W N <br />z <br />Z <br />Z <br />W as <br />Z= Q <br />U .4. C <br />CM <br />32 <br />pC c <br />W� <br />cn •5 <br />� 0° E <br />3: > A <br />J'= Q <br />Z <br />W Y <br />c <br />y M Uh <br />W N <br />oC g a <br />M&K project number: <br />068.200 1 1 <br />project mgr. NJ M <br />drawn by. KG K <br />issue date: 04-1 4-20 <br />REVISIONS: <br />date: inRial: <br />" V� <br />5T-I <br />'Q <br />n <br />Q_ <br />V <br />0 <br />5D-2 <br />z <br />LL <br />5T-1 <br />W O <br />31 <br />LL <br />0 (L <br />�-2 <br />2 < <br />LO <br />O <br />0 <br />1J -J <br />0 'Q <br />I.J. <br />� <br />z <br />2ND FLOOR SRAM I NG PLAN <br />Q <br />LQ <br />SCALE: 1/4"=1'-O" (2244 SHEET) FORM A <br />SCALE, 1/6"=l'-O" (IIxIl SHEET) <br />Z <br />n T <br />> 0 Z <br />J J <br />sheet: <br />Sml.2 <br />