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LEGEND <br />mnmuu � - I' � ' ►• 1 <br />• = = = = = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• M � � LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMI% <br />•--- — w-- m--w----INDICATE5 1/6"A" SAW GUT CONTROL JOINT <br />INDICATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLDOWN / STRAP SCHEDULE <br />SYMBOL <br />5PEGIFIGATION <br />FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF G.T. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" <br />5T-I DIA x V4" LON6 TAPGON5 INTO GMU. DE516N AGGOUNT5 <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(U5E ONE 5TRAP TOTAL PER BUILT-UP POST, U.N.O.) <br />ROOF FRAMIN6 <br />• 5EE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 056/PLYW000 5HEATHIN6 24/b, <br />EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"0.113" <br />RING SHANK NAIL5 (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL E06E5 4 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 <br />TRU55E5 w/ RIN6 SHANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HAN6ER5 5HALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND IN5TALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE GONNEGTED WOOD TRU55E5." <br />• ROOF TRU55 5HOP DW65. 5HALL BE 5UBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• 5UPPORT PORCH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FA5TENED TO FRAMING w/(2) 3"x0.131" NAIL5 ® 16" O.G. <br />UPL I PT CONNECTORS <br />BEARIN6 GONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51 MP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD 5TUD 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 BEARIN6 ON GMU WALL <br />ROOF G.T., FLU5H BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLU5H 6.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. <br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWING 5HALL <br />50PER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />seal: <br />'k�e�eea►►►►ee <br />���.r:- ���'"°`•,�� <br />x, JIJI L <br />���•4OR,�•����� <br />© copyright ; ��I�►�-S� <br />Structu&1144#�r, Inc. <br />CD <br />z <br />...� oc <br />W <br />W <br />z <br />CD <br />z <br />W <br />J <br />Q <br />Z <br />WW <br />cry <br />JZ <br />W <br />0 <br />y <br />W <br />7 <br />M&K project number: <br />a <br />LZ <br />dF <br />'t o. <br />tm <br />E <br />c E <br />Q • <br />�o <br />Y <br />cmL6 <br />o N <br />M O. <br />068-2001 1 <br />project mgr: NJ M <br />drawn by: JAI <br />issue date: 04-07-20 <br />REVISIONS: <br />date: initial: <br />z <br />d <br />� Q <br />� O <br />Z L" <br />wr f� <br />Q 0 <br />Z <br />0 x <br />LL a <br />Q a <br />0 <br />2Ni;� FLOOR FRAMING PLAN , J <br />SCALE: 1/4"=1'-0" (2244 SHEET) FORM 5 0 <br />SCALE: 1/6"=1'—O" (IlxI1 SHEET) i r I� <br />I.J.y T * T d <br />0 Z <br />� LLJ -I <br />sheet: <br />Sm 1.2 <br />