Laserfiche WebLink
0 <br />0 <br />i <br />t— <br />seal: <br />L G Nil ROOF FRAMIN6 �P:••,, <br />a 824 <br />�o <br />• INTERIOR BEARIN6 WALL • SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF m� o <br />TRU55 GONNEGTOR5. <br />a A E OF <br />• _ _ _ BEARING WALL ABOVE • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. O5B/PLYWOOD SHEATHING 24/,b, • < <br />EXP05URE I. FASTEN SHEATH IN6 TO ROOF MEMBERS N/ 2 %"xO.I13" <br />• � BEAM /HEADER <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL E06E5 4 ®'9G91WO <br />© <br />LOCATION AND EXTENT OF SHEARWALL ®6u O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $DRAG copyright: MULHERN & KULPstructural Vhsrin,Inc. <br />r— -7.7`7 <br />TRUSSES N/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />I: :I EXTENT OF OVERFRAMIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. C.0 <br />PROVIDE "H" 5TYLE GLIP5 ALON6 UNSUPPORTED ED6E5. om z <br />s - —INDICATES 1/8"A" SAN GUT CONTROL JOINT • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND � w <br />— — — — — — — — — GONTINUOU51-Y UNDER ALL OVERFRAMIN6. = z c <br />INDICATES LOCATION OF REINFORGED GMU GORE co Cn <br />• TRUSS ALL VALLEY SETS. FASTEN EAGH TO TRU55 BELOW N/ <br />/ (SEE NOTES) Z a <br />51MP50N VTGR CLIPS ®24" O.G. + w � <br />\ / METAL HANGER J <br />\ / • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 a <br />INDICATES POST ABOVE. PROVIDE 50LID MANUFAGTURER, UNLE55 OTHERN15E NOTED. Z < <br />\ / BLOGKIN6 UNDER P05T OR JAMB ABOVE. Q- <br />\ / I • EREGT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI 5 BG51 I Q, <br />i I I "GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 & BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." W cn <br />m z) <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH EN6. = a > A <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. — a <br />H CD o <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER W Y °p <br />FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G. 0 0 <br />y mL <br />LU N <br />= Co M <br />D <br />L <br />D <br />U <br />L <br />U12L I fT CONNECTORS <br />BEARIN6 GONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />> 15' <br />SIMPSON HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF C71PDER TRU55 BEARIN6 ON <br />WOOD STUD HALL/WOOD BEAM <br />ALL <br />51MPSON HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />SIMP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EAGH ROOF TRUSS SHALL BE GONNEGTED <br />WITH GONNEGTOR AS L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-I6. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. <br />REFER TO S-O.O FOR TYPIGAL <br />STRUCTURAL NOTES 8 SGHEDULES <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: B C <br />issue date: 09-14-21 <br />REVISIONS: <br />date: initial: <br />02/22/22 DJR <br />FREHGH DOOR REVI5M <br />P" <br />d <br />