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0 <br />REAR LANAI DROPPED BEAMS: <br />(2)2x12 WY2" 05B/PLYWOOD <br />M-rIAIAI M1 /"r�/n IC �l <br />FASTEN DROPPED BEAMS TO <br />POSTS PER DTL U/5D-2 (TYP. OF 2) <br />I_41 <br />U_ �oo <br />v �+ <br />m <br />�Q <br />1 I D_ <br />YD- <br />>a <br />— — — — — — — — — — — <br />K, — -.fr- - <br />DROPPED <br />BEAM <br />;01 <br />4x6 P05T w/ 5IMP50N <br />Y_ ABA46Z BASE <br />m I (TYP. OF 2) <br />Q� <br />I <br />�j 5D-2 <br />Q <br />i <br />i <br />i <br />20 HIP 61RDER TRU55 <br />5D-2 <br />i I i <br />51 MPSON HUG412 FASTENEDBA <br />SIMP50N TITEN SCREWS <br />o I <br />w I <br />I <br />I O, <br />I L <br />�= <br />I L <br />I <br />VALLEY <br />O.F. <br />TRU55 <br />® 24" <br />O.G. <br />\ <br />HIP 61RDER TRU55 / <br />I <br />\ <br />/ <br />LU <br />\ <br />\ <br />I nnorn- <br />/ <br />/ <br />I we <br />I <br />I <br />I <br />UO <br />°I 0 <br />0 <br />I <br />I <br />I 1 <br />I V-2 <br />I <br />I <br />I <br />I <br />� <br />I <br />I <br />z <br />Ou <br />I <br />I <br />/ QL <br />\ <br />z <br />1 � <br />' \ <} <br />\ <br />' I <br />HIP 61 RDER TRU55 <br />F <br />OIL <br />� <br />�- ; <br />I L <br />H <br />H <br />iij <br />5TRUGTURAL 6ABLE END HIP GIRDER TRUSS <br />I <br />II <br />F <br />3 <br />5D-2 <br />I V-2 <br />--------------------- <br />------------------------------ ti -------------------------------r <br />-� <br />' I ' <br />STRUCTURAL 6ABLE <br />�ND HIP G I RDER TRUSS <br />a <br />C <br />S <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />9` -- - -- ­­­INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HAN6ER <br />INDIGATE5 P05T ABOVE. PROVIDE 5OLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOD SRAM I NG PLAN <br />SCALE: I/4"=1'-0" (22x34 SHEE <br />SCALE: 1/8"=1'-O" (110 SHEET) <br />ROOF FRAM I NO <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/y, <br />EXPO51JRE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3%5"xO.113" <br />RING 5HANK NAIL5 (R5R5-01 OR EGUIV) ® 6" O.G. AT PANEL E06E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END d DRAG <br />TRU55E5 w/ RIN6 5HANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE 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 />5IMP50N VTGR GLIP5 o 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE SPECIFIED 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, INSTALLING 8 BRACING <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. 5HALL BE 5UBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FA5TENED TO FRAMING w/(2) 3"0.131" NAIL5 ® 16" O.G. <br />UPL I �T GONNEGTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD 5TUD WALL/WOOD BEAM <br />ROOF GIRDER 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 BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 5IMP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE EN61NEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". MW HA5 EN61NEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-7-ib. <br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWIN6 5HALL <br />50PER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />5PEGIFICATION5 AND LOAD5 5HOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />5TRUCTURAL NOT5 4 5CHEDULE5 <br />,• ?-Hit <br />seal: .��c iv s , y <br />• o <br />.* _ <br />_ * <br />:cc - <br />A T <br />• <br />of _ <br />.•mot <br />## 13%b�2021 <br />© copyright: MULHERN L <br />Structural Engineering, Inc. <br />0 CD <br />z <br />JUj <br />W <br />w <br />z_ <br />\/ Z <br />i z <br />w <br />a <br />J <br />a <br />m <br />Z= <br />.o <br />ao <br />Q <br />F- <br />c3 <br />. <br />It a <br />c E <br />oc <br />LUc� <br />•� j <br />Q <br />+ <br />J� <br />Q� <br />Z <br />Vo <br />y <br />Lil <br />eco <br />m L6 <br />C N <br />Inc <br />M C L <br />IV <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />drawn by: <br />issue date: <br />JSB <br />BC <br />09-20.2 1 <br />REVISIONS: <br />date: initial: <br />11/22/2021 DIN, <br />sheet: <br />J <br />W <br />0 <br />W <br />T <br />Sm 1.3 <br />