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���I'VWelYrS','�idumulYd�n�w.. -u.�i WWi�I�.i���14�Vl.i�llu"IhIJ�I�,u'�Il�l��idl�.�.�lJId14J�4L1�6,�.�111�"lll�li�lliYWw=I�.,li.iL+.iVl.1L:�1.diLlillylY,�'�WIL�k�IWIrW�WW�IWWIY6Y�W�„luiul�h,hu::_.. :...�, ,y;i,h ��dil��ililll �Mt�� u��..�., � � ���� �� ��� �� ��••�•�•••��•••,,,•• <br />w <br />H <br />°o <br />0 <br />0 <br />r— <br />ROOF FRAMING FLAN <br />SCALE: 1/4"= I'—O" (22x34 SHEET) <br />SCALE: 1/8"=l'—O" (IlxI 1 SHEET) <br />I <br />LEGEND <br />• = = = = = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• M � M LOCATION AND EXTENT OF 5HEARNALL <br />I: • ::::::: I EXTENT OF OVERFRAMIN6 <br />•------- — -- _,..,.----INDICATES 1/5"A" 5AN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I NO <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN, 05B/PLYWOOD SHEATHING 24/b, <br />EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"xO.113" <br />RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 i <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 <br />TRU55ES w/ RING 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 />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUS5 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'5 BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLING $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UAL I fT GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />SIMP50N H2.3T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />SINGLE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF G.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 GONNEGTOR AS L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUGTURAL NOTES $ SGHEDULES <br />seal* <br />,dam �' •° � `� ��'° '�°°..� <br />ido 77524 <br />e� <br />e @Q1m <br />® `e STATE Or <br />®//,1; O flfl1'Aii Le.. ®®�o <br />© copyright : MUL�ERN & ��LP <br />Structural Engineering, Inc. <br />z <br />Z <br />.J <br />w <br />w <br />z <br />z <br />z <br />w <br />L <br />Q <br />ZF- <br />F— <br />at � <br />WF- <br />C <br />3 J <br />JF <br />Z <br />W <br />N7 <br />W <br />C <br />M&K project number: <br />068-1 9029 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 0 9- `I 5-2 `I <br />REVISIONS: <br />date: initial: <br />21 <br />z 0 <br />U. <br />� w ui <br />U Q <br />z 0 a <br />Q <br />J <br />LL <br />LL p � rn cn <br />0 2 f-� �e <br />LL, <br />J J <br />sheet: <br />Sw 1.3 <br />