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FASTEN DROPPED BEAMS TO <br />POSTS PER DTL U/5D-3 (TYP. OF 2) <br />5T-I C <br />ABA46Z BASE <br />(TYP. OF 2) <br />REAR LANAI DROPPED BEAMS: <br />(2)2xl2 W YY OSB/PLYWOOD <br />BTWN. PLY5 (TYP. OF 3) <br />6" FLOOR TRU55E5 <br />® 24" o.c. (MAX) <br />Lloo. <br />0 <br />0 <br />LU ii w LL <br />} �_ } <br />O _JO —1 <br />tY � tY11 <br />O x O X <br />H m m <br />L J L J L XL J L J IL J <br />r <br />- FLUSH 61 RDER TRUSS <br />(2)13/4"x16" LVL FLUSH OR <br />?�1(2)2x6 <br />FLOOR 61RDER TRU55 <br />A IL JI IL J <br />r -1 <br />TYP. STAIR SFRAMIN6 <br />-SEE DETAIL 1/50-3 <br />I <br />I A <br />2ND FLOOR FRAM I N6 PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: I/6"=1'-0" (110 SHEET) <br />-4E31 <br />i <br />D-2 <br />ST-I <br />ST-I <br />LEGEND <br />• ® INTERIOR BEARI146 WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />--'---'J <br />• 1.11._...----INDIGATE5 I/8"A" 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 />HOLDOAN / 5TRAP 5GHEPULE <br />SYMBOL <br />5PEGIFIGATION <br />FA5TEN BUILT-UP P05T5 5UPPORTIN6 ROOF G.T. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 5TRAP w/ (12) Y4" <br />5T-I VIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(05E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.0) <br />ROOF FRAMING <br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHING SHALL BE 7/16" MIN. 05B/PLYWOOD SHEATHING 2446, <br />EXPOSURE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/8"xO.113" <br />RING 5HANK NAIL5 (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 4 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG <br />TRUSSES w/ RING 5HANK NAIL5 o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />SIMP50N VTGR GLIP5 o 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA d TPI'S BG51 I <br />GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 d BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 5HOP D16165. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FA5TENED TO FRAMING w/(2) 3"xO.131" NAIL5 ® 16" O.G. <br />UPL 11=T GONNEGTOR5 <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LENGTH <br />< 15' <br />SIMPSON H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP5ON HETAib <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLU5H BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED 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 CONNECTED WOOD <br />TRU55 GON5TRUGTION". MdK HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-7-16. <br />ALL UPLIFT GONNEGTOR5 AND LOA05 PER TH15 DRAWING SHALL <br />5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES S SCHEDULES <br />ie • ;��GEN�;�• <, <br />o <br />9 AT OF <br />�• <br />tie . iAV'%O � 2021. <br />© copyright: MULHERN & KULP <br />Structural Engineering, Inc. <br />0 CD <br />z <br />J� <br />W <br />W <br />z <br />N <br />CD <br />z <br />W <br />J <br />Q <br />Oa.. <br />fy <br />°C <br />¢-- <br />.a <br />= E <br />U <br />CC <br />oc <br />WF- <br />co <br />-2 q) <br />-. <br />a <br />Jz <br />a' r- <br />W <br />c <br />y <br />W <br />m _ <br />N <br />�. <br />M 11 <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: ,J S B <br />drawn by: DR <br />issue date: 10-1 9-21 <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG 1 <br />sheet: <br />Cz <br />C <br />Sm 1.2 <br />