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N <br />w <br />H <br />°o <br />0 <br />0 <br />R®0 PRAM I NO FLAN <br />SCALE: 1/4"= I'—O" (22x34 SHEET) <br />SCALE: 1/6"=1'-0" (110 SHEET) <br />L�G�N1� <br />• INTERIOR BEARING WALL <br />• _ _ BEARIN6 WALL ABOVE <br />BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I. :I EXTENT OF OVERFRAMIN6 <br />• �,---INDIGATE5 I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />ROOD FRAM IN6 <br />seal <br />�• <br />tO,, <br />5EE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOFTRUSS <br />CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYW0005HEATHIN6 2111b, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/L3NO.113" <br />� '� 0 <br />RING SHANK NAILS (RSR5-0I OR EGUIV.) ® 6" O.G. AT PANEL E06E5 i <br />9g�a� <br />*Q <br />6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END i DRA6 <br />© copyright L L <br />Structural Engineering, Inc <br />TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />a <br />ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. <br />z <br />W <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />w <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />_ z a <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W <br />rn <br />Z Q <br />51MP50N VTGR CLIPS ® 24" O.G. <br />'-'-' °- <br />J i <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />E <br />o <br />MANUFACTURER, UNLE55 OTHERNI5E NOTED. <br />_ <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I <br />c. <br />C..) Q, <br />"GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 <br />U J <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />W <br />-_ <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />3:-J <br />Q <br />mE <br />(D � <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />J ,: <br />) Q <br />o <br />• 5UPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w1 2x4 LEDGER <br />W <br />y <br />Y <br />FASTENED TO FRAMING w/(2) 3"0.131" NAILS ® 16" O.G. <br />o <br />m <br />y <br />to <br />W <br />C N <br />CC <br />ce) Q <br />UPL I PT CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />51NGLF ROOF TRUSS BEARING ON <br />> 15' <br />SIMPSON HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51116LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETA16 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 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 AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. <br />IV <br />M&K project number, <br />068-19029 <br />project mgr: .JSB <br />drawn by, BC <br />issue date, 09-15-2 1 <br />REVISIONS. <br />date: initial: <br />02/22 22 Dip, <br />FRENCH DOOR REVISION <br />REFER TO 5-0.0 FOR TYP I GAL <br />STRUCTURAL NOTE5 $ SGHEDULE5 q <br />C4CO <br />Czw <br />C] <br />z <br />d <br />J <br />LL <br />.-J <br />LLI <br />ui <br />Qp <br />C� <br />�i <br />■ <br />