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I REAR LANAI DROPPED BEAMS. <br />>-2 (2)2xl2 W/Y2" OSB/PLYWOOD <br />4x6 POST W/ <br />BTWN. PLY5 (TYP. OF 3) <br />SIMPSON BG46 GAP <br />FASTEN INTERSEGTIN6 <br />— — — — — — <br />AE3A46Z BASEC <br />DROPPED BEAMS TO POST <br />]—'F-- DROPPED BEAM <br />DROPPED BEAMPER <br />DTL U/5D-2 <br />SIMPSON HUG4I2 FASTENED <br />POST W/ 51MP50N <br />BACK TO GMU BLOGK W/ <br />46Z BASE <br />a 5IMP50N TITEN 5GREV45 <br />LU <br />SD-2 <br />i <br />QI <br />HIP 61 RDER TRU55 <br />o <br />w <br />------------------ <br />/ <br />N <br />w <br />�o <br />N <br />O <br />V-- J <br />o <br />o <br />o <br />, <br />I <br />U <br />- <br />I <br />t7i <br />I <br />I <br />-------------- <br />I <br />1 <br />I <br />1 z <br /><w <br />� o <br />< w <br />z o <br />< <br />\ <br />-- - - <br />\\ <br />// <br />I <br />\ <br />--- \---------- ---- <br />SD-2 <br />VALLEY TRUSS \ HIP 61RDER TRU55 --_--' VALLEY TRUSS <br />-\-----O.F. 0 24" O.G.--------------------------------- O.F. ® 24" O.G. <br />LU <br />- <br />2 <br />I <br />am <br />LEGEND <br />• ITTT-TiTTITI INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• ® BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I::: :I EXTENT OF OVERFRAMIN6 <br />• - --_---INDIGATE5 1/8"xl" SAW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOD SRAM I N6 PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/5"=1'-O" (IlxI1 SHEET) <br />seal;-ol'"" <br />ROOF FRAMIN6 <br />OAR 0 3 <br />2012 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />' <br />TRU55 CONNEGTORS. <br />TP, <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN624/, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 2 3/8"x0.113" <br />` <br />RING SHANK NAILS (RSRS-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 � <br />�cc� <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 <br />©E nr �D��P <br />d161d�dtirtf 1r8i)t�gineenng, <br />Inc. <br />TRUSSES W/ RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. <br />z <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />11' <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />= z <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W/ <br />Z <br />z <br />`- <br />a <br />51MP50N VTGR CLIPS 0 24" O.G. <br />L'-' <br />°- <br />J <br />CD <br />CD• <br />ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />Q <br />z <br />n <br />U <br />d a <br />• ERECT AND INSTALL ROOF TRUSSES PER WTCA 8 TPI'5 B651 I <br />E <br />"6UIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 <br />m <br />W <br />•5 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />r~i) <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />= a <br />m a <br />� E <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.mi <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 W2x4 LED6ER <br />Q <br />o <br />FASTENED TO FRAMIN6 W/(2) 3 xO.131 NAILS 0 16 O.G. <br />_ <br />m <br />y <br />W <br />_ <br />o N <br />CC <br />CCD5 M <br />UPL I i=T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />SIMPSON H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />> 15' <br />51MP50N HIOA <br />ROOF 61RDER TRUSS BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />BEAM BEARIN6 ON GMU WALL <br />ALL <br />51MP50N HETA16 <br />ROOF G.T., FLUSH BEAM OR <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL <br />(2) 51MP50N HETAI6 <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 <br />NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT GONNEGTORS AND LOADS PER THI5 DRAWIN6 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 ff SCHEDULES <br />M&K project number: <br />068-2001 1 <br />project mgr: ..J S B <br />drawn by: BC <br />issue date: 09-1 3-21 <br />REVISIONS: <br />date: <br />��IFIREWA Dom <br />sheet: <br />Cz <br />�CCU <br />Cz <br />initial: <br />0 <br />0 <br />.J <br />J.1., <br />Cn <br />0 <br />z <br />R <br />lL <br />W <br />W <br />J <br />0 Z <br />J J <br />Som 1 .3 <br />