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�J <br />fJ <br />REAR LANAI DROPPED BEAMS: <br />(2)2x12 W/y2" 05B/PLYWOOD <br />C2TInl}.I I71 �(_ /T/f7 nC � 1 <br />FASTEN DROPPED BEAMS TO <br />T/' 1" r-f" r"lTl I I /,- fl �l /T�" <br />i I i a . I L I ✓ I 1 1 VI ✓/ <br />t� <br />o <br />w �`+ <br />< I m <br />�Q <br />Q <br />5D-2 �D� <br />Q <br />--------_---- <br />--r it <br />DROPPED BEAM <br />-F <br />I V✓ I✓ 1 LIB L I L V/✓L-G 1, I I I <br />i;� <br />4x6 POST W/ SIMP50N <br />ABA46Z BASE <br />L I (TYP. OF 2) <br />Q� <br />w <br />o 1 <br />�j 5D-2 <br />20 HIP 61RDER TRU55 <br />I <br />5D-2 i <br />I I <br />51MP501 1 11UG412 FASTENED <br />BAGKTOGMUBLOGKW/ <br />51MP50N TITEN SCREWS <br />O I <br />SI <br />VALLEY <br />O.F. @ <br />o <br />I <br />TRU55 <br />24 <br />I <br />_LJ <br />\ <br />\ <br />\ \ <br />=_ <br />\ <br />/ <br />HIP 61 RDER TRUSSLU <br />I <br />I <br />\ <br />/ <br />D <br />LL <br />' <br />I <br />I o <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />U0 <br />I DO <br />a <br />I <br />I <br />I <br />I <br />I <br />5D-2 <br />I <br />I <br />_ <br />I <br />I <br />I <br />I <br />i <br />I I <br />Z <br />I <br />I <br />'K7 <br />�� <br />�3) O <br />5D-2 <br />Nw <br />�\ <w <br />\ <br />zo <br />\ <br />H I P 61 RDER TRU55 <br />I <br />I <br />� <br />L <br />1 <br />\\ <br />\ <br />1\ <br />I O F <br />I >_ <br />o � <br />'- <br />I L <br />-1 I <br />I <br />I I <br />--J <br />5TRUGTURAL 6ABLE END HIP 6IRDER TRU55 <br />F <br />— — <br />I 1 <br />3 5D-2 <br />SD-2 <br />I <br />I V-2 <br />--t <br />i <br />-------------------- <br />I <br />I <br />I <br />5TRUGTURAL 6ABLE END <br />HIP 61 RDER TRU55 <br />OF 2) <br />a <br />I <br />I <br />i <br />a <br />C <br />LEGEND <br />N <br />• _ _ = = = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• � � m LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />•------ _. -"'---'INDICATES I/8"xl" SAW GUT CONTROL JOINT <br />ElINDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDICATES POST ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMINO PLAN <br />SCALE: 1/4"=I'-O" (22x34 SHEET) <br />SCALE: I/W=I'-O" (I lxI 1 SHEET) <br />ROOF FRAMIN6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. O5B/PLYWOOD 5HEATHIN6 2416, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RING SHANK NAILS (R5RS-01 OR EQUIV) ® 6" O.G. AT PANEL EDGES i <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 <br />TRUSSES W/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "HI' 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 ® 24" O.G. <br />` ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA d TPI'S BG51 I <br />GUIDE TO 600D PRAGTIGE FOR HANDLIN6, IN5TALLIN6 i BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRUSSES." <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ ENG. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LED6ER <br />FASTENED TO FRAMIN6 W/(2) 311xO.131" NAILS @ 16" O.G. <br />UPL I PT GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT IS THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN5I/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRU55 GON5TRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFACTURERS UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SGHEDULES <br />seal <br />No 77824 <br />a � , <br />y STATE OF <br />NAL <br />© copyright : M I i mi <br />structural Engineering, Inc. <br />13m m <br />z <br />mJ �_ <br />w <br />w <br />z <br />c <br />z <br />w <br />aQ.. <br />J <br />L <br />Q <br />z = <br />U <br />U <br />A <br />� Q <br />tE <br />W f— <br />c' <br />C/3 <br />j <br />X <br />'Q <br />> 1 <br />J Z <br />m o <br />W <br />Y CP <br />�p <br />y <br />m` L6 <br />W <br />cv <br />M&K project number; <br />068-2001 1 <br />project mgr: JSB <br />drawn by; BC <br />issue date: 0 9-10-2 `j <br />REVISIONS: <br />date: initial; <br />sheet; <br />SEP 15 2021 1 <br />Spo 1.3 <br />