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ROOF FRAMINC6 <br />p- <br />Q) <br />0 <br />i <br />1— <br />P <br />0) <br />LU <br />Qn <br />K <br />tL <br />O <br />tY <br />QPAP I AWAI r)PnPPPn RPAMC.. <br />I <br />J <br />L <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />EXTENT OF OVERFRAMIN6 <br />• INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYHOOD 5HEATHIN6 24/b <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EOUIV.) ® 6" O.G. AT PANEL ED6E5 d <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />5IMP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'S BG51 I <br />GUIDE TO 600D PRAGTIGE FOR HANDLING, INSTALLING d BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />5IMP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD HALL/HOOD BEAM <br />ROOF 61RDER TRUSS BEARING ON <br />WOOD STUD NALL/HOOD BEAM <br />ALL <br />SIMP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />5IMP50N HETA16 <br />BEAM BEARING ON GMU HALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 5IMP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU HALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN61NEER OF REGORD TO DE516N <br />THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD <br />TRUSS GONSTRUGTION". MW HAS EN61NEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRANIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT GONNECTOR <br />SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />N Y <br />• • i! <br />O <br />0• / <br />to k . • `L <br />'IoNP; 42�2, <br />fll, I1��` <br />c0 copyright : MULHERN & KUL®C,l.,'' <br />Structural Engineering, Inc. <br />oCD <br />z <br />JLU <br />w <br />w <br />Z <br />z <br />w aa. <br />J <br />a <br />.a <br />Z= <br />A <br />t a. <br />rx <br />�- 03 <br />= Q > 1 <br />J~ ao <br />Z �o <br />W Y <br />p o <br />_ E <br />y m <br />W oc Cn N <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DR <br />issue date: 0 9-2 9-21 <br />REVISIONS: <br />■ date: initial: ■ <br />L 0 <br />z J <br />U- I / STRUCTURAL GABLE END HIP GIRDER TRU55 I L' <br />-----�------------------------------ <br />/ — — '---- -- W <br />-- -Y I I a <br />5D-2 3 I I z U) <br />5D-2 I �--------------------------------------- - r <br />W U) <br />I J <br />' I w d <br />I - I <br />LL, t� <br />5D-2 I 5TPWMfRAL-GABLE END HIP 6I�R TRU55 I 'Q <br />00 (1) <br />1 /—jf� --------------------------- - ---------- ------ I 0 Z <br />J 1 <br />ROOD SRAM I NG PLAN <br />sheet: <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/8"=1'-0" (IlxI 1 SHEET) <br />S--1.3 <br />