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0 <br />O <br />0 <br />0 <br />PPAP I AKlAI npnPPFn RFAMC,• <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I:::::::::I EXTENT OF OVERFRAMIN6 <br />•---° - - INDIGATE5 1/8"A" SAW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 POST ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />ROOF FRAM I NO <br />• SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRUSS GONNEGTORS. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24lb, <br />EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END It DRAG <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. <br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 B651 I <br />GUIDE TO 600D PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP 1OW65. SHALL BE SUBMITTED TO ARCH i ENG. <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 P 16" O.G. <br />UPL 1 f'2T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51 MP50N H2.5T <br />SINGLE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61PDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />SIMPSON HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) SIMPSON HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 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 AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal: %.e . • � N s r�G rid <br />No •': <br />*. * CC. <br />-MO . -o i AT OF ; 4v <br />© copyright: MeAW&W 23 2021 <br />Structural Engineering, Inc, <br />0 CD <br />z <br />JLU <br />W <br />w <br />Z <br />04 <br />oc <br />C7 <br />z <br />C" <br />w <br />CL <br />J <br />Q <br />CD <br />Z= <br />I— <br />A <br />d a <br />c E <br />UJ <br />�a <br />m <br />JH <br />z <br />0o <br />VC, <br />W <br />Y <br />o <br />ti <br />c�e <br />ML6 <br />W <br />C CV <br />C'7 O. <br />7 <br />mr <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: I I -18-21 <br />REVISIONS: <br />date: initial: <br />0 <br />LU <br />1 LL <br />/ W <br />`\ I ►-� <br />� Q <br />/ I <br />0 <br />CL <br />HIP GIRDER TRU55 / I I z <br />4 HIP GIRDER RU55 I W <br />SD-2 D� J <br />0 o I (51 M.) (51 M.) <br />H I P 61 RDER TRU55 o v 4 \ I � OI_t.� U <br />►— IL O <br />5D-2 I / \ I _ <br />LL <br />w0 �e <br />r% 4v < u) <br />z <br />('� Q J J ::�::Tl II L.I-.� <br />RCC� FRAMING PLAN <br />SGA LE: I/4"= I'-0" (22x34 SHEET) <br />VALE: I/6"=1'-0" (IlxI1 SHEET) <br />sheet: <br />Sm 1.3 <br />