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E <br />Pr -AR I ANAI nPnPpPn Rr-AMr, <br />c <br />r <br />OF 2) <br />C <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 />0-- .._, � ­_ INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />P.T. <br />POST <br />P0 <br />PROVIDE (I) <br />C <br />51MP50N C520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, cl" MIN <br />END LENGTH <br />�? <br />DROPPED <br />BEAMS <br />PER PLAN <br />N <br />REAR W00V LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4'4-0" <br />ROOF FRAMIN& <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS, <br />ROOF 5HEATHIN6 SHALL BE -f/Ib" MIN. 05B/PLYW000 5HEATHIN6 24/6, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %'W.113" <br />RING SHANK NAILS (R5R5-01 OR EGUIV.) @ 6" O.G. AT PANEL E06E5 d <br />b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 <br />TRUSSES W RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDOE5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />SIMPSON VTCR GLIP5 0 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH � EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® I6" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRUSS <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRUSS BEARIN6 ON <br />> 15, <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARIN6 ON <br />ALL <br />SIMPSON HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM 13EARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) SIMPSON HETAI6 <br />FLUSH O.T. BRO. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS 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 AN5I/TPI-2014 <br />"NATIONAL DE5I6N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal O� �e FF11t <br />24 <br />o �Ic <br />S TE OF' 4® <br />© copyright : MUL'�fCy� `tae0e <br />Structural Engineering, Inc. <br />z <br />J� <br />w <br />w <br />CN <br />Z <br />O <br />CM <br />rn <br />'— <br />z <br />a <br />w <br />J <br />i <br />Zm <br />F- <br />.o <br />Q� <br />� 2 <br />oc <br />Srz <br />m <br />cry <br />j <br />i Q <br />Q � <br />Jz <br />Mo <br />LY <br />CP <br />d co <br />C2 <br />0 coo <br />y <br />m Ln <br />LU <br />C N <br />= <br />M a <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: N J M <br />drawn by: KGK <br />issue date: 0 5-2 0-2 0 <br />REVISIONS: <br />date: initial: <br />VALLEY TRU55 a o v Q <br />O.F. ® 24" O.G. 5D-2 <br />\ O <br />I � w <br />L I I i i 0--i <br />LL <br />UJC) (D <br />U� <br />0 x <br />I I 3 I o <br />5D-2 5�-2 2 L I ; ------------------ HIP 61 RDER TR1,155-- --------- TT <br />wT � <br />W <br />�— H I - <br />O I <br />V-2 <br />W LL. <br />O U? <br />LL 0 <br />0 0z <br />------ ------ ----- - --- ----- ------ ------ ----- I J J <br />ROOF FRAM I N6 PLAN <br />SCALE: 1/4"= I'—O" (22x54 SHEET) <br />SCALE: 1/8"=1'-O" (IlxI 1 SHEET) <br />FORM A <br />sheet: <br />