Laserfiche WebLink
4x6 POST W/ <br />FA5TEN INTER5EGTIN6 51MP50N BC46 GAP <br />DROPPED BEAMS TO P05T ABA46Z BA5E <br />PER DTL U/5D-2 II DROPPED "BEAT <br />4x6 POST W/ 51MP50N / <br />ABA46Z BASE �m <br />In <br />�n I <br />IQ <br />I <br />6% <br />.01 <br />REAR LANAI DROPPED BEAMS: <br />(2)2x 12 W/ y2" OSEWLYWOOD <br />BTWN. PLYS (TYP. OF 3) <br />DROPPED BEAM <br />51MP50N HUG412 FA5TENED <br />BAGK TO GMU BLOCK W/ <br />51MP50N TITEN 5GREW5 <br />P 61 RDER TRU55 <br />l ❑ ❑ ❑❑ <br />II I L I <br />I <br />u I u <br />TL <br />_ i I <br />I II I II <br />i lu I ul <br />° <br />z <br />v l— <br />CL <br />/O \ <br />IU <br />/ W \ <br />000 <br />0 <br />I\ <br />HIP GIRDER TRU55\ <br />61 RDER TRU' <br />I� <br />OO IL <br />o <br />O <br />>L <br />0 <br />-- ------ -� ---�---------------� - <br />HIP GIRDER TRUSS' \ <br />M1�11�lmllrj, <br />J <br />L <br />U <br />L <br />:7C <br />�LL <br />O <br />o w <br />1L <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I: :I EXTENT OF OVERFRAMIN6 <br />• - - -----INDICATES 1/5"A" SAW GUT GONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOD R*IINO PLAN <br />SCALE: 1/4"= I'—O" (22x34 SHEET) <br />SCALE: 1/6"=1'—O" (IlxI1 SHEET) <br />seal: <br />ROOF FRAM I NG <br />,��``�P;��c <br />• No 77824 <br />• SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF <br />= <br />TRU55 GONNEGTOR5. <br />p S T OF <br />• ROOF SHEATHING SHALL BE 1/16" MIN, OSB/PLYWOOD 5HEATHIN6 24/b <br />'O�• •• C P,•'���w" <br />,i0`SSj R <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W%3 / 2 'W.113" <br />1O <br />'�.�NA <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 4 <br />�L� �`���� <br />� <br />6" O,G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 <br />©copyright: MULHERN <br />Structural rt�4, I1. 20z1 <br />TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. <br />Z <br />w <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />w <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />z c <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />c0 rn <br />Z <br />51MP50N VTGR CLIPS @ 24" O.G. <br />"' °- <br />+ <br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERWISE NOTED. <br />< <br />E E <br />Z = CS <br />A <br />ci <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA i TPI'S BG51 I <br />cc CM CM <br />"6UIDE TO 600D PRAGTIGE FOR HANDLING, IN5TALLIN6 & BRAGIN6 <br />S I <br />UJ <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />-a.5 E <br />X a <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />1 a' •, <br />o <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER <br />< <br />�� Lu Y <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS @ 16" O.G. <br />ti 2 <br />W C cv <br />= M n <br />U10L I fT CONNECTORS <br />BEARIN6 GONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />SIMPSON H2.5T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51116LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETA16 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN61NEER OF REGORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS GON5TRUGTION". M4K HAS EN61NEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO S-O.O FOR TYPICAL <br />STRUCTURAL NOTES & SCHEDULES <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: .JSB <br />drawn by: BC <br />issue date: 09- `j 3-21 <br />NEEN <br />REVISIONS: <br />date: initial: <br />sheet: <br />O <br />J <br />U. <br />J <br />W <br />W <br />(D <br />0 <br />z <br />0 <br />x <br />d <br />a <br />d <br />W <br />U <br />J <br />s�v can <br />CL <br />0 z <br />