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0 <br />D <br />REAR LANAI DROPPED 13EAM5: <br />510)-2 (2)2x12 w/y2" 05B/PLYWOOD <br />BTVWN. PLYS (TYP. OF 3) <br />I-]-]- -1-F-IF DROPPED BEAM <br />"-51MP50N HUG412 FASTER <br />BACK TO GMU BLOCK W <br />SIMP5ON TITEN 5GiREW5 i <br />IP 61 <br />i Lil \\\\-Lu I , / / <br />BG46 GAP 4 ABA46Z FASTEN INTER5ECTIN6 <br />r BASr — -� DROPPED BEAM5 TO P05T <br />T �; <br />DROPPED BEAM PER DTL U/5-1.3 <br />4x6 1 T w/ 5 <br />m� A13A46Z BASE <br />°I <br />O� <br />W, <br />I <br />I <br />------------------ <br />MWO&A I <br />II I <br />I <br />I II <br />I I Ir-----, I I <br />II 11 �I I <br />11 I I <br />II I I <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARHALL <br />• I I EXTENT OF OVERFRAMIN6 <br />•� � -- INDICATES I/8"A" 5AW GUT CONTROL JOINT <br />INDICATE5 LOCATION OF REINFORCED GMU GORE <br />"i ((SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />13LOGKIN6 UNDER POST OR JAMB ABOVE. <br />1 <br />4x6 P.T. <br />P05T PROVIDE (1) <br />1 I 51MP50N C520 <br />' STRAP ON EACH <br />1 EXTERIOR FACE <br />OF POST, q" MIN <br />I END LEN6TH <br />DROPPED <br />BEAM5 <br />PER PLAN <br />I <br />I I <br />' I <br />LA <br />_===___ <br />----------------HIP 61RDER TRU55------ \--------_ <br />I I <br />HIP 61RDER TRU55 <br />AN <br />L <br />1J <br />L <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />WALI, 9/4'4-0' <br />RCC� FRAMING PLAN <br />SCALE: 1/4"= I'-0" (22x34 SHEET) <br />SCALE: 1/&"=1'-0" (IlxI1 SHEET) <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR 56HEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF SHEATHIN6 SHALL BE 111b" MIN. 0513/PLYWOOD SHEATHING 24/16, <br />EXPOSURE I. FASTEN SHEATHIN6 TO ROOF MEMBERS W 2 3/e,"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4 <br />o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRUSSES w/ RING SHANK NAILS o 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 EDGES. <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 />51MP50N VTGR CLIPS o 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BC51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES," <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH d EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH d SHORT SPAN ROOF TRUSSES W 2x4 LEDGER <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS o 16' O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N&LE ROOF TRU55 BEARING ON <br />> 15' <br />SIMPSON HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS 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 BEARIN6 ON GMU WALL <br />ROOF 67., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLUSH 6.T. BR6, ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED 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 DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE--7-10. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL <br />5UPER5EDE THE TRUSS MANUFAGTURER'5 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: <br />�• N 778 4 <br />I * <br />fir- <br />• <br />;-P'• ATE <br />p <br />:cum <br />O '; <br />: <br />© copyrght: Nt ����� <br />Structura fAJihJ�ri�Ig, Inc. <br />CD <br />z <br />JLW <br />w <br />w <br />z <br />�Z <br />z <br />w <br />� <br />J <br />Q <br />Z= <br />L) <br />A <br />:r 4 <br />CMJQ <br />pC <br />W� <br />c <br />Q <br />3:� <br />0° E <br />; <br />J� <br />Z <br />. <br />a� <br />W <br />C <br />y <br />y <br />o <br />C <br />M U <br />W <br />C:) cv <br />� <br />M d <br />M&K project number: <br />068-200 1 1 <br />project mgr <br />N J M <br />drawn by: <br />KG K <br />issue date: 05-2 6-20 <br />RI N ISIONS: <br />date: initial: <br />sheet: <br />0 <br />0 <br />J <br />LL. <br />J <br />LLJ <br />� <br />z <br />0 <br />d <br />� <br />(Y <br />W <br />U <br />J <br />Ln cn <br />F, Y <br />CL <br />Z <br />� J <br />Spol.3 <br />