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(11 <br />4x6 POST W/ <br />FASTEN INTERSEGTIN6 51MP50N BG46 GAP <br />DROPPED BEAM5 TO P05T _4 ABA46Z BA5E <br />PER DTL U/5D-2 II DROPPED BEAM <br />4x6 P05T W/ 51MP50N <br />REAR LANAI DROPPED BEAMS: <br />(2)2xl2 W/y2" OSE PLYWOOD <br />BTWN. PLY5 (TYP. OF 3) <br />DROPPED BEAM <br />ABA46Z BASE w 51MP50N HUG412 FA5TENED <br />�Q F11 <br />BACK TO GMU BLOCK W/ <br />I w 51MP50N TITEN SGREW5 <br />oU- <br />o0 <br />W <br />LL <br />vw <br />P6 <br />ILV <br />i \ <br />\ ----- ---VrN�p <br />I <br />0 <br />all INE1 91WIMMMIMEN1 I 111M <br />1� <br />oil I <br />IN 11 <br />I 'HIP'" 61RD—ER Tf�U55 <br />IN U. <br />LL <br />-. paa <br />KIM 1 104% <br />�Imw I 101MIMIM <br />L <br />U <br />L <br />N <br />LL <br />LU <br />U— <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />L_—__J <br />• INDIGATE5 I/8"xl" SAW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />RCC� SRAM I NG FLAN <br />SCALE: I/4"=1'-0" (22x34 SHEET) <br />SCALE: I/8"=1'-0" (IIxl7 SHEET) <br />seal: <br />ROOF FRAMING <br />0 o <br />* '" <br />• SEE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />°, AT OF <br />• ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b, <br />,''oQ�` '•e to <br />EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 <br />© copyright: <br />424 <br />TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />a <br />c0 <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. <br />Z <br />mi CC <br />LU <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />= z CJ <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />c <br />Z Q <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />LU °- <br />J � <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERWISE NOTED. <br />Q <br />EE <br />z Q <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA I TPI'5 BG51 I <br />= o, <br />"GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING BRACING <br />w <br />UJ <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />cn <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />m� <br />a A <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />< <br />Z o <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER <br />_! -COD <br />W Y CP <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. <br />a o <br />y M <br />W C N <br />Cn M <br />UPLIFT CONNECTORS <br />BEARIN6 CONDITION <br />TRUSS <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51 MP50N H2.5T <br />SINGLE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61PDER TRU55 BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />SIMPSON HTS20 <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN6INEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". MW HAS EN6INEERED ALL ROOF TRUSS UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: `] 2- 1 5-2 1 <br />REVISIONS: <br />date: initial: <br />Z <br />J <br />a <br />W <br />� <br />Z <br />Q <br />Q <br />Lt. <br />W <br />LL, <br />O <br />—� <br />0 <br />� <br />sheet: <br />Q <br />0 <br />LL <br />cD <br />z <br />x <br />a <br />W <br />LQ <br />U <br />0 Z <br />J J <br />Sm 1 .3 <br />-4 <br />