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LE6EN17 <br />REAR LANAI DROPPED BEAM5: <br />• ® <br />INTERIOR BEARING WALL <br />(2)2x12 w/ Y2" 05B/PLYWOOD ASTEN DROPPED BEAM5 TO <br />BTWN. PLY5 (TYP. OF 3) — — — 5T5 PER DTL U/5D-2 (TYP. OF 2) <br />BEARING WALL ABOVE <br />DROPPED <br />BEAM <br />L4( <br />• <br />BEAM / HEADER <br />u- �4� <br />• <br />LOCATION AND EXTENT OF SHEARWALL <br />o <br />i <br />W �- <br />i <br />i <br />05T W 51MP50N <br />ABA46Z BASE <br />r--.-:-.-i <br />. I:.:::.::: I <br />EXTENT OF OVERFRAMIN6 <br />d <br />d . <br />L —'- —'J <br />•---- — — —INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORCED GMU GORE <br />(5EE NOTE5) <br />J L METAL HANGER <br />INOIGATES POST ABOVE. PROVIDE 50LIO <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FR4MINCG <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 244 <br />EXP051JRE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RING 5HANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 d <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRA6 <br />TRU55E5 w/ RING 5HANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL E06E5 AT FIR5T 2 TRU55 BAY5 FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU51-Y UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP5ON VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HANGER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWI5E NOTED. <br />• EREGT AND IN5TALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I <br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLING 8 BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH 4 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FA5TENED TO FRAMIN6 w/(2) 3"4.131" NAIL5 ® 16" O.G. <br />UPLIFT CONNECTORS <br />BEARIN6 GONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< IS' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />WOOD STUD NALL/WOOD BEAM <br />> 15' <br />SIMP50N HIOA <br />ROOF 61RDER TRU55 BEARIN6 ON <br />WOOD 5TUD V4ALUV4000 BEAM <br />ALL <br />51MP50N HT520 <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLU5H BEAM OR <br />FLU5H G.T. BR6. ON GMU WALL <br />ALL <br />(2) 51MPSON HETAI6 <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TEO ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD <br />TRU55 GON5TRUGTION". MdK HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL <br />5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SGHEDULES <br />seal; ���ti6i11�t, <br />No 77824 � <br />�• STATE Of <br />© coPl9fSr <br />Surii;Het6ng, Inc. <br />0 cD <br />z <br />JFr <br />w <br />w <br />z <br />N <br />c� <br />z <br />w <br />a <br />J <br />Q <br />Z= <br />0 <br />°� <br />I-- <br />C-) <br />• <br />qt�q <br />cm <br />F— <br />UJ cn <br />E <br />as <br />•� <br />T <br />+ a <br />0° E <br />. <br />JZ <br />Q <br />W <br />�CD <br />2 <br />y <br />W <br />m <br />p N <br />g <br />a <br />M&K project number: <br />068-19022 <br />project mgr: <br />,J S B <br />drawn by: <br />BC <br />Idate: <br />07-07-21 <br />REVISIONS: <br />date: <br />initial; <br />09 2021 <br />LU z <br />I � \ I o <br />\ r7rd <br />W <br />® a <br />I \ I �r Q 0 <br />\ I I 11� h I <br />\ HIP GIRDER TRU55 I 0LL <br />HIP GIRDER TRU55 \ 4 -7 <br />I 5D-2 5D-2 <br />\ (S1M) HIP 61RDER TRU55 I (5IM.) I p < <br />I oW � � <br />O� 4 ry 1„L, z U <br />0 00 o I I SD-2 I ;� 0 <br />a wc� <br />u- - - - - <br />ilki 0 0Z <br />.....1 J <br />ROOF PR,4MING PLAN <br />SCALE: 1/4"=1'—O" (2244 SHEET) <br />SCALE: 1/&'*'-0" (110 SHEET) <br />sheet: <br />Sm 1.3 <br />