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D1=A0 I AKIA1 n0nVQr-n RI=AMC.. <br />O <br />O <br />o v <br />LL <br />LESEND <br />n�nu�un � • � . • <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• M � M LOGATION AND EXTENT OF SHEARNALL <br />EXTENT OF OVERFRAMIN6 <br />9— -- ——INDIGATES 1/6'xl" 5AW GUT CONTROL JOINT <br />INDIGATES LOGATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATES P05T ABOVE. PROVIDE 50LID <br />5LOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I N6 <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />• ROOF 5HEATHINC7 SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHIN6 24/b, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 +t <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIPS ® 24" O.G. <br />• ALL METAL HA%ER5 5HALL BE SPEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER WTGA b TPI'S BC51 I <br />" GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 4 BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP ON65. 5HALL BE SUBMITTED TO ARCH 8 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAIL5 ® 16" O.G. <br />UPLIFT CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />5IMP50N H2.5T <br />51NOLE ROOF TRL65 BEARI* ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD NALL/WOOD BEAM <br />ROOF OIRDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD NALL/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) SIMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EAGH ROOF TRU55 5HALL BE GONNECTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON515ILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRU55 GONSTRUGTION". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN AGGORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWING 5HALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal: \ Tk ' " ° ; I . . <br />m y �r <br />0 <br />ORX <br />LAJ ms <br />cop <br />$W ring, Inc. <br />aCD <br />Z <br />JLU <br />w <br />W <br />z <br />L <br />N <br />z <br />W <br />J <br />Q <br />a <br />� <br />Z= <br />a� <br />c.� <br />Cr._ <br />a <br />F- <br />cnMMI <br />�E <br />:2 a0 <br />j <br />00 E <br />z <br />W <br />C <br />s <br />CA <br />LY <br />m` _ <br />g tv <br />C <br />M n <br />IV <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 01-2 6-21 <br />REVISIONS: <br />date: initial: <br />1 I 0 <br />J <br />W LL <br />�N a 0 <br />o® W Z <br />Ira. Y11 \ v I <br />a <br />\ I \ I z QCo <br />I \ \ HIP GIRDER TRU55 'Q <br />\ \ <br />HIP 61RDER TRU55 \ 4 <br />5D_2 5D_2 I ~ J <br />J <br />1 � � � d <br />HIP 61RDER,TRU55 I (51M.) o O LL Z <br />o I I 4 I �' 0 I- <br />o O I \ \ I 5D 2 I ,� LL a d <br />w 1 I O C4 LO <br />Q J J <br />ROOF FRAMING PLAN <br />SCALE: 1/4"= I'-O" (2244 SHEE <br />SCALE: 1/6"=1'-O" (110 SHEET) <br />sheet: <br />J <br />3 <br />5D-2 <br />Sw 1.3 <br />