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FASTEN INTER5EGTIN6 <br />DROPPED BEAMS TO POST <br />PER DTL U/5D-2 <br />ABA46Z BASE <br />u <br />3 <br />.a <br />REAR LANAI DROPPED BEAMS: <br />4x6 POST W/ (2)2xl2 w/ Y2" O5B/PLYWOOD )5D-2 <br />5IMP5ON BG46 GAP BTWN. PLYS (TYP. OF 3) <br />6 ABA46Z BASE__— — — — <br />DROPPED 'BEAM] DROPPED BEAM <br />51MP5ON HUG412 FASTENED —� <br />BAGK TO GMU BLOGK w/ <br />51MP5011 TITEN1 SCREWS11 11 141,04, <br />HIP GIRDER TRU55 <br />I <br />7 <br />I <br />a <br />J ----------- - - ----------- <br />000 I / <br />I <br />I <br />/ 7 <br />5D-2 <br />VALLEY TRUSS HIP 61 RDER TI <br />O.F. 24" O.G. <br />_ O <br />o v <br />U_ <br />0 <br />a <br />:m <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I FLO- <br />ZZZZZD1ZZZ� <br />I I <br />I 1 <br />I I <br />I I <br />I I <br />I <br />I <br />NMI <br />\ <br />\ <br />\ <br />\ <br />/I <br />�5 VALLEY TRU55 <br />------------------------ I-O.F. ® 24" O.G.--------- <br />1 I <br />L I <br />1 � I <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I I <br />I I <br />O <br />O LL_ <br />O <br />o w <br />LL_ <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• c= _ _ _ =i BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />I: : I EXTENT OF OVERFRAMIN6 <br />L_'J <br />•------ --- --------INDIGATES 1/8"xl" 5AW GUT CONTROL JOINT <br />rMWq INDIGATES LOCATION OF REINFORCED GMU GORE <br />UJ (5EE NOTES) <br />J L METAL HANGER <br />INDIGATES P05T ABOVE. PROVIDE 50LIO <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING PLAN <br />ROOF FRAM I NC6 <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF <br />TRU55 GONNEGTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/b, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 4 <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG <br />TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE GLIPS ALON6 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 />5IMP50N VTGR GLIPS o 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE SPEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERWISE NOTED. <br />• EREGT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP 01165. 5HALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORGH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FASTENED TO FRAMING w/(2) 3"4.131" NAILS ® 16" O.G. <br />UPLIFT CONNECTORS <br />BEARIN6 CONDITION <br />LENGTH <br />CONNECTOR <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />5IMP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />5IMP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 5IMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE GONNEGTED <br />WITH GONNECTOR A5 1_15TED ABOVE. <br />IT 15 THE RE5PON5IBILITY OF THE ENGINEER OF RECORD 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". WK HA5 EN61NEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING 5HALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SGHEDULES <br />seal: <br />y G. Fk <br />V\c�asF <br />No 77824 <br />;i_ <br />A STATE OF % AU <br />® •, W <br />© copyng�jj�ft �iee�ri g, Inc. <br />0 CD <br />z <br />JF= <br />W <br />w N <br />z <br />L <br />z <br />w nQ.. <br />J 0 <br />Q a) <br />.n <br />Z= -� <br />I— • <br />L) . r <br />It_ t E <br />UJ <br />m E <br />Q > <br />J� Q <br />Z �o <br />W <br />p o <br />Com`_ <br />W N C M O. <br />19F <br />M&K project number: <br />068-200 1 1 <br />project mgr: i S B <br />drawn by: BC <br />issue date: 07-02-2 T <br />REVISIONS: <br />date: initial: <br />sheet: <br />a <br />0 <br />0 <br />LL <br />J <br />N <br />z <br />0 <br />a. <br />Q <br />W <br />U <br />� <br />r <br />J <br />c�v vai <br />O.. <br />Z <br />J J <br />m <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 10*'-0" (IlxI 1 SHEET) <br />Sm 1.3 <br />