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PPAP I AKIAI nPnPPr-n P>=AMC. . <br />L U <br />LL <br />O <br />LL/ <br />IL <br />O <br />o w <br />CAI <br />LL <br />LEGEN7 <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />I: I EXTENT OF OVERFRAMIN6 <br />L'-'_ <br />*,--- - „_, ---INDICATES 1/811xI" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />IE (SEE NOTES) <br />J L METAL HANGER <br />INDICATES POST ABOVE. PROVIDE 50LID <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />SCALE: 1/4"= I'-O" (22x5 4 SHEET) - - FORMS G <br />SCALE: 1/6'*'-0" (110 SHEET) <br />ROOF FRAM I N& <br />• SEE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE POP, ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF SHEATHING 5HALL BE 1/16" MIN, 05B/PLYWOOD SHEATHING 24/b <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL E06E5 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. <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 />SIMP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH & EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER <br />FASTENED TO FRAMIN6 W(2) 3"x0.131" NAILS @ 16" O.G. <br />UPL I r-T GONNEGTORB <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />51NGLE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETA16 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PEP, SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS EN6INEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SGHEDULES <br />4 S?kF S <br />seal.•, <br />3 !' <br />NO <br />r4 <br />STATE OF e <br />� A <br />© copyright: 4�iN�(U6� <br />Structural Engineering, Inc, <br />z <br />JLU <br />w <br />w <br />z o <br />CD rn <br />z <br />w cl- <br />J v <br />a <br />Z A <br />U � Cr t <br />Wcr- <br />W '= j <br />=T-� m E <br />4 Q A <br />J CD c <br />Z o <br />W Y CP <br />y m L6 <br />W C N <br />C. co o. <br />7 <br />M&K project number: <br />068-2001 T <br />project mgr JSB <br />drawn by D R <br />issue date: `j 0-04-2 `j <br />REVISIONS: <br />date: initial: <br />03/11/22 DJR <br />FRENCH DOOR REVISION <br />Q <br />z 0 <br />J <br />LL <br />0. LLJ <br />z 0 Q CL <br />�, z d <br />U <br />0 <br />0 a' co a <br />0 = oY <br />0� Q J J <br />sheet: <br />Spo 1.3 <br />