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Qr-,&P I &t\l4l np(-)Ppr-n RF.4MG. <br />2) <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />L _ _ _ J <br />9-- --- — —INDICATES 1/8"A" 5AW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER POST OR JAMB ABOVE. <br />HOLI;)CM / STRAP 5CHEDULE <br />SYMBOL <br />SPEGIFIGATION <br />FASTEN BUILT—UP P05T5 SUPPORTING ROOF O.T. TO <br />GMU WALL w/ (1) 5IMP50N M5TGM40 STRAP w/ (12) Y4" <br />5T—I DIA x V4" LONG TAPGONS INTO GMU. DE516N ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. <br />(USE ONE STRAP TOTAL PER BUILT—UP POST, U.N.O.) <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYHOOD 5HEATHIN6 24/6, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" <br />RIN6 SHANK NAILS (R5RS-01 OR EQUIV) ® 6" O.G. AT PANEL ED6E5 <br />o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 <br />TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKINS <br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />5IMP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 6 BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRUSSES." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPL I r-T CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />5IMP50N H2.5T <br />SINGLE ROOF TRUSS BEARIN6 ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARING ON <br />WOOD STUD HALL/WOOD BEAM <br />ALL <br />5IMP50N HT520 <br />51116LE ROOF TRUSS OR PORCH <br />ALL <br />5IMP50N HETA16 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 5IMP50N HETAI(b <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />GONNEGTORS IN ACCORDANCE KITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRANIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO S-O.O FOR TYPICAL <br />STRUCTURAL NOTES & SGHEDULES <br />f <br />seal: ,`�`�� 1I I I I I II - I , <br />,'� Go <br />No <br />7 <br />er®24 <br />o Y44 <br />0 9 <br />) STATE OF age <br />0� <br />© copyright : 9 <br />Structural ngineering, Inc. <br />z <br />_J w <br />w <br />Z <br />c <br />C" <br />z <br />w <br />J <br />+ <br />aa. <br />< <br />Z= <br />¢ <br />F— <br />�_ <br />c <br />W F- <br />E <br />°' <br />� <br />X <br />m <br />E <br />a <br />JH <br />Q <br />aD CD <br />Z <br />-a o <br />W <br />c <br />Y <br />2 <br />y <br />W <br />m _ <br />� N <br />cc <br />Co Q. <br />7 <br />M&K project number: <br />068-1 9029 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 09- 1 5-2 `j <br />REVISIONS: <br />date: initial <br />z <br />P" <br />J d <br />a Q <br />0 <br />J <br />Z LL <br />w <br />Q 0 <br />z <br />0 a <br />LL IL <br />r1r, <br />Q <br />0 � <br />2N� FLOOR FRAMING PLAN 0 <br />SCALE: 1/4'*'-0" (22x34 SHEET) U <br />SCALE: I/W=l'—O" (IlxI 1 SHEET) LL <br />.~ W Lo U? <br />z 0 Z <br />Z <br />N Ld j j <br />sheet <br />Sm 1.2 <br />