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5T-1 <br />5T-1 <br />REAR LANAI DROPPED 5EAM5: <br />(2)2x 12 N/ y2" 05B/PLYWOOD <br />BTWN. PLY5 (TYP. OF 5) <br />F- �k <br />t` <br />- O <br />0 W W <br />i <br />Q CO <br />U_ Q <br />w <br />37 p <br />D-2 Q <br />16" FLOOR TRUSSES <br />® 24" o.c. (MAX) <br />37 <br />HIP 61 <br />SIMP50N HUG412 FASTEN: <br />BACK TO GMU BLOCK W/ <br />51MP50N TITEN 5GREW5 <br />(2)13/4"xl6" LVL FLU5H OR <br />FLOOR GIRDER TRU55 <br />5T-I 67 5T-I <br />67 <br />15H GIRDER TRU55 <br />I I I I I I I <br />i <br />i <br />i <br />i <br />i <br />i <br />FASTEN DROPPED BEAMS TO <br />POSTS PER DTL U/50-5 (TYP. OF 2) <br />ABA46Z BASE <br />(TYP. OF 2) <br />37 <br />TYP. STAIR 5FRAMIN6 <br />-5EE DETAIL 1 /5D-5 <br />2N0 IJo00R FRAMING PLAN <br />SCALE: 1/4"=1'-0" (22x54 SHEET) <br />SCALE: I/V=1'-0" (IlxI1 SHEET) <br />OWN <br />5T-1 <br />Gi <br />roil <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />•-- INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />HOLnOAN / 5TRAP 50HEPULF. <br />SYMBOL <br />5PEGIFIGATION <br />FASTEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 5TRAP N/ (12) Y4" <br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(U5E ONE 5TRAP TOTAL PER BUILT-UP P05T, U.N.0) <br />4x6 P.T. <br />P05T <br />PROVIDE (1) <br />51MP5ON C520 <br />5TRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, a" MIN <br />END LENGTH <br />DROPPED <br />BEAM5 <br />PER PLAN <br />REAR A00P LANAI <br />TYP. SEAM TO P05T CONN. <br />SCALE: 5/4"4-0" <br />ROOF FRAM I NC6 <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 1/I6' MIN. 0515/PLYWOOD 5HEATHING 24/b, <br />EXP05URE I. FASTEN 5HEATHIN65 TO ROOF MEMBERS N/ 2 3/8"x0.113" <br />RING 5HANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGE5 <br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRU55E5 N/ RING 5HANK NAIL5 0 3" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL ED67E5 AT FIRST 2 TRU55 13AY5 FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FA5TEN EACH TO TRU55 BELOW N/ <br />51MP50N VTGR GLIP5 0 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S 13651 1 <br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 ✓t BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH $ EN& <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER <br />FA5TENED TO FRAMING N/(2) 3"x0.131" NAIL5 0 16" O.G. <br />UPL I PT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLU5H BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLU5H G.T. BR6. ON GMU WALL <br />ALL BEARING POINT5 OF EACH ROOF TRU55 5HALL BE GONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON515ILITY OF THE ENGINEER OF RECORD TO DE51614 <br />THE UPLIFT CONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 <br />NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". M:EK HA5 EN61NEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-10. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL <br />5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYP I GAL <br />STRUGTURAL NOTES 5GHEDULES <br />i 6 , <br />eJ <br />IV <br />No 77824 <br />m <br />STATE <br />OF e �: <br />© copyrighOM Kyo — %0 <br />$trut�8rd1�Bg3aaetfi�, Inc. <br />z <br />Z <br />.J w <br />w <br />z <br />z <br />w <br />J <br />¢ <br />Z°C <br />= <br />.n <br />E <br />¢� <br />U <br />lid* O. <br />tm <br />C E <br />3 w <br />•a j <br />=a <br />0° 'E <br />�z <br />Q. <br />W <br />� <br />Y <br />o <br />I <br />CAM <br />W <br />_ <br />Q N <br />C <br />M O. <br />Mr <br />M&K project number: <br />068-200 1 1 <br />project mgr: ,J S B <br />drawn by: MJT <br />issue date: `I 0-09-20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />�a <br />Sm 1.2 <br />