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LE <br />REAR LANAI DROPPED BEAMS: <br />FASTEN DROPPED BEAMS TO (2)2x12 w/ Y211 05B/PLYWOOD <br />P05T5 PER DTL U/5D-2 (TYP. OF 2) — — � — — — — — BTWN. PLYS (TYP. OF 5) <br />DROPPED BEAM <br />4x6 P05T w/ 51 MP50N I HIP 61 RDER TRU55 I +6 0 --�~ ) <br />I I <br />ABA46Z BASE I I I I OS <br />v <br />(TYP. OF 2) �m i i LU <br />CD <br />Q Q <br />w 20 �51MP50N HUG412 FASTENS 5D-2 <br />BAGK TO GMU BLOCK w/=:6. <br />I Q <br />SIMPS0N TITEN SGREWS I l <br />— — — — — - <br />MAINTAIN 24" O.G. SPAGIN6 <br />OVER MEGH. GL05ET <br />\ HIP GIRDER TRU55 / <br />\ <br />---------, <br />I I � <br />I I � <br />I I I <br />I I I <br />I I <br />I II <br />I I <br />I I <br />I I <br />I I <br />------______I I <br />I I I <br />I I <br />STRUGTURAL 6ABLE END ROOF TRUSS <br />M 11 VPIAA" 1 <br />TRU55 0 <br />ICI■I!lI�I Il�I■I■I_ � <br />- I■I11ICI <br />TRU55 O.F <br />ROOF <br />INN <br />i �iI��I <br />5 <br />�n <br />W <br />In <br />U— <br />>Y <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />• I; • : : I EXTENT OF 0VERFRAMIN6 <br />L <br />•...... —,INDICATES 1/8"xl" 5AH GUT CONTROL JOINT <br />INDIGATES LOCATION OF REINFORCED GMU GORE <br />W. (5EE N0TE5) <br />J L METAL HANGER <br />INDIGATES P05T ABOVE. PROVIDE 50LID <br />BL0GKIN6 UNDER P05T OR JAMB ABOVE. <br />R00� FRAMING PLAN <br />ROOF FRAMING <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF <br />TRU55 G0NNEGT0R5. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. OSB/PLYHOOD 5HEATHIN6 24/6, <br />EXPO50RE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 8 <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG <br />TRU55E5 w/ RING 5HANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />AL0N6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />G0NTINU0U5LY UNDER ALL 0VERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 0THERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER HTGA $ TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, I145TALLIN6 8 BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRU55E5." <br />• ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 5H0RT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAIL5 ® 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51 MP50N H2.5T <br />51N6LE ROOF TRU55 BEARIN6 ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD HALL/HOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 5IMP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU HALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5P0N51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT G0NNEGT0R5 PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD <br />TRU55 G0N5TRUGTI0N". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />G0NNEGT0R5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT G0NNEGT0R5 AND LOADS PER THIS DRAHIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATI0N5 AND LOADS 5H0HN ON THE SHOP GARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal: `\����1 GI <br />�� Fjp <br />.-v icEIV ..L ? <br />r AT F <br />'� • Zz <br />© cop �i�f jtI�Q11lift <br />�&II4tYif f141��►i9, Inc. <br />aCD <br />z <br />LU <br />w <br />z <br />z <br />z <br />w a <br />._I <br />Q CD <br />F— <br />U e} aQ <br />UJoc <br />F- <br />cn <br />m <br />JZ <br />W 0 <br />e <br />Co m <br />W N <br />C � a <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 01-14 -22 2 <br />REVISIONS: <br />date: initial: <br />a <br />0 <br />Z <br />LL <br />U� <br />(L W <br />Q 0 z <br />� � <br />z (L <br />[L, O U <br />O (L cv a <br />rn U) <br />0 0 Z <br />x J J <br />sheet: <br />%AL I!: 1/4"= I'-0" (2204 SHE <br />SCALE: I/V=I'-0" (Ilxl1 SHEET) <br />SmI.3 <br />