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LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I; I EXTENT OF OVERFRAMIN6 <br />•- - -- INDICATES 1/8"A" SAW CUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />*: (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES POST ABOVE. PROVIDE SOLID <br />BLOCKIN6 UNDER POST OR JAMB ABOVE. <br />v <br />0 <br />N <br />0 <br />w <br />v <br />H <br />ROOF FRAM I N6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS GONNEGTORS. <br />• ROOF SHEATHING SHALL BE -1/I6" MIN. OSB/PLYWOOD 5HEATHIN6 24/�, <br />EXPOSURE I, FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/a"x0.i13" <br />RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL E06E5 $ <br />6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG <br />TRU55ES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55ES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW W <br />51MP50N VTGR GLIP5 0 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLESS OTHERN15E NOTED. <br />• EREGT AND INSTALL ROOF TRU55ES PER WTGA � TPI'S BGSI I <br />GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLING � BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55ES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"0.131" NAILS ® 16" O.G. <br />UPL I PT GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRUSS <br />CONNECTOR <br />LENGTH <br />< 15' <br />5I MP50N H2.5T <br />SINGLE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF C71RDER TRUSS BEARIN6 ON <br />ALL <br />SIMPSON HT520 <br />WOOD STUD WALL/WOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />SIMPSON HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 65,, FLUSH BEAM OR <br />ALL <br />(2) SIMPSON HETAI6 <br />FLUSH O.T. BRO. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE EN6INEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER SEGTION 2.2 OF ANSI/TPI-2014 <br />"NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS CONSTRUCTION". MRK HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS 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 & SCHEDULES <br />9 <br />seal. <br />No 778 4 <br />Ar <br />a <br />CZ F OF <br />cD copyright : MUtAERf� <br />fA °1,`nc <br />Structural ng e ng, Inc. <br />0 (D <br />z <br />W <br />W <br />\/ z <br />i z <br />Z <br />W <br />J <br />Q <br />ZF- <br />U <br />WV) <br />t— <br />cr) <br />JH <br />Z <br />W <br />C <br />W <br />W <br />M&K project number: <br />O <br />M <br />a� <br />.c <br />c <br />=o <br />m E <br />a'A <br />co of <br />to <br />219 <br />m LO <br />0 <br />N <br />M d <br />068-200 1 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 K6K <br />d <br />Q <br />O <br />LL <br />------J f1 W CD <br />I� Q <br />z <br />0 x <br />W <br />Q D <br />RCC� SRAM I NCB PLAN <br />SCALE: 1/4"= I'-0" (22x34 SHEET) LL � U <br />SCALE: 1/6"=1'-0" (Ilxll SHEET) <br />LL W Lo <br />0 �� <br />0 O <br />X �-K-J <br />sheet: <br />Sm 1.3 <br />