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REAR LANAI DROPPED 5EAM5: <br />5D-2 (2)2xl2 W/ YY OSB/PLYWOOD <br />BTWN. PLY5 (TYP. OF 5) <br />DROPPED BEAM <br />91 <br />I 6 <br />00 <br />I I II <br />1W <br />51 MPSON HUG412 FASTEN <br />BACK TO GMU BLOCK W/ <br />51MP50N TITEN SGREWS <br />51MP50N BC46 GAP FASTEN INTERSEGTING <br />4 ABA46Z BASE DROPPED BEAM5 TO P05T <br />>ROPPED BEAM PER DTL U/5D-2 <br />�.,rN\4x(b P05T W/ 51 MP50N <br />C I ABA46Z BASE <br />�I <br />QI <br />L�G�Nn <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />�:::::::::I EXTENT OF OVERFRAMINS <br />• - - .--INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I NO <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNECTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 1/I6' MIN. O56/PLYWOOD 5HEATHIN6 24/b, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBER5 W 2 3/e"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EOUIV) ® 6" O.G. AT PANEL E06E5 $ <br />®6 O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END d DRAG <br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 AT FIR5T 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 5HOP DW65. 5HALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH $ 5HORT SPAN ROOF TRU55E5 W 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAIL5 o 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51 MP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD 5TUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLU5H 6.T. BRG. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON5113ILITY OF THE ENGINEER OF RECORD TO DESIGN <br />THE UPLIFT GONNECTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNECTOR5 AND LOA05 PER TH15 DRAWIN6 5HALL <br />5UPER5E0E THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOA05 5HOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal: \01111111/o/ <br />G. F/p / <br />CEIYBF.���i�//�i <br />* I No 77824 * .• <br />STATE OF ; �ti�zz <br />copyri duturaly 8rnecrinb <br />oCD <br />z <br />J� <br />W <br />= W <br />z <br />N <br />g <br />z <br />w <br />J <br />Q <br />a <br />N <br />Z <br />.o <br />F- <br />L) <br />�Q <br />c <br />Uj <br />� <br />m E <br />m <br />Z <br />W <br />in0 <br />;o <br />Y <br />com <br />W <br />OC <br />g N <br />c� a. <br />M&K project number: <br />068-200 1 `I <br />project mgr: <br />J S B <br />drawn by: <br />BC <br />issue date: 09. <br />`j 3-2 `j <br />REVISIONS: <br />date: initial: <br />p" <br />0 1 <br />z <br /><w <br />QLo <br />/ �O \ I 0 <br />Q J <br />/ \ I LL <br />, o0o CL t� <br />\ (� <br />7 z <br />L---------------------------------- <br />\ 5D-2 I 0 <br />\ I � a <br />---VALLEY TRU55- GIALLEY TRUSSHIPRDER TRUSS 4O.G.OG-------O.F.®24" O.G.------------ O.F. ®2 <br />\ i o / <br />< <br />� � <br />/ I L.L., Ltd U <br />------ -- - ------ <br />\ I 0 ►J 00 (1) <br />0 � Z <br />------------------- ------------- 0000 0 J <br />3 <br />2 <br />2 <br />R00� FRAMING PLAN <br />sheet: <br />SCALE: 1/4"=1'-O" (2244 SHEET, <br />SCALE: 1/6"=1'-O" (Ilxll SHEET) <br />Sm 1 .3 <br />