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'7ER FASTENED <br />)y4"DIA.x3Y2" <br />'GON5 ® 16" o.c. <br />2Ni:) FLOOR FRAMING PLAN <br />SCALE: 1/4"= I'-0' (22x34 SHEET) <br />SCALE: 1/6'*'-0" (I10 SHEET) <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I: • : : I EXTENT OF OVERFRAMINS <br />•-- - - — -INDICATES 1/6"A" 5AW GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />(GEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLDOAN / 5TRAP 50HEDULE <br />5YMBOL <br />SPEGIFIGATION <br />FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF G.T. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" <br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 <br />FOR REDUCED 5TRAP GAP. FOR SHORTER TAPGON5. <br />(U5E ONE 5TRAP TOTAL PER BUILT-UP P05T, U.N.O.) <br />ROOF FRAMIN6 <br />• 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF <br />TRU55 GONNECTOR5. <br />• ROOF SHEATHING SHALL BE 7/I6" MIN. 055/PLYW000 SHEATHING 24/6, <br />EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"x0.113" <br />RING 5HANK NAILS (R5R5-01 OR EQUIV) o 6" O.G. AT PANEL ED6E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG <br />TRU55E5 w/ RING 5HANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGE5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UN5UPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND <br />GONTINUOU5LY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW w/ <br />51MP5ON MR GLIP5 o 24" O.G. <br />• ALL METAL HA%ER5 5HALL BE 5PEGIFIED BY THE TRU55 <br />MANUFAGTURER, UNLE55 OTHERWI5E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S E,51 I <br />" GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRACING <br />OF METAL PLATE GONNEGTED WOOD TRU%E5." <br />` ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARGH $ ENG. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• 5UPPORT PORGH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER <br />FA5TENED TO FRAMING w/(2) 5'W.131" NAILS ® 16" O.G. <br />UPL I r-T CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />GONNEGTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRU55 BEARING ON <br />> 15' <br />51MP5ON HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD 5TUD WALL/WOOD BEAM <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF G.T., FLU5H BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINT5 OF EAGH ROOF TRU55 5HALL BE GONNEGTED <br />WITH GONNEGTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON515ILITY 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 00145TRUGTION". M$K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-10. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL <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 � SCHEDULES <br />G. <br />oa,%, ,P••y;c.L,r�` <br />No <br />F ^- <br />C71TE 0- <br />©copyright:4ULH &KULP <br />strUcQur F gineering, Inc. <br />0 co <br />z <br />JFC <br />w <br />w <br />i z <br />z <br />w <br />J <br />Q <br />Z <br />W� <br />M J <br />H <br />IC <br />Jz <br />W <br />oV) <br />W <br />%% <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />MJT <br />issue date: <br />10-09-20 <br />REVISIONS: <br />date: <br />initial: <br />z <br />0.4 <br />0 <br />0 <br />LL <br />Q <br />z <br />IN <br />sheet: <br />C <br />0 <br />,.J <br />d <br />Q <br />a <br />0 <br />J <br />LL <br />C� <br />z <br />x <br />0. <br />U) <br />d <br />d <br />LO <br />Z <br />J <br />Sw 1.2 <br />