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FASTEN DROPPE <br />POSTS PER DTL <br />/11 <br />5T-1 <br />5T-1 <br />/11 <br />PPAP I AKIAI nPnPPFn RPAMC,- <br />2ND FLOOR SRAM I NG PLAN <br />SCALE: 1/4"= I'-O" (22x54 SHEET) <br />SCALE: 1/5"=1'-0" (IlxI1 SHEET) <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARIN6 NALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARNALL <br />I:. ; : ; : ; : ; I EXTENT OF 0VERFRAMIN6 <br />•-. -- INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES POST ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />H0L7OAN / STRAP SCHEDULE <br />SYMBOL <br />SPECIFICATION <br />FASTEN BUILT-UP POSTS SUPPORTI N6 ROOF 63. TO <br />GMU NALL w/ (1) SIMP50N M5TGM40 STRAP w/ (12) y4" <br />5T-1 DIA x V4" LONG TAPG0N5 INTO GMU. DE516N ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPG0N5. <br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) <br />ROOF FRAM I NO <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYNOOD 5HEATHIN6 24/b <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 d <br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END i DRAG <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BL0GKIN6 <br />AL0N6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE GLIPS AL0N6 UNSUPPORTED E06E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL 0VERFRAMIN6. <br />• TRUSS ALL VALLEY 5ET5. FASTEN EACH TO TRUSS BELOW w/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA i TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, 1N5TALLIN6 $ BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL I f'4T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />SIMP50N HT520 <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETAI(b <br />BEAM BEARING ON GMU WALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) SIMPSON HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT G0NNEGT0R5 PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5H0WN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />seal <br />0 <br />9 T AT C <br />ON P`; <br />n(�[((�� "11111101 <br />© copyright: 4ggN & SP LO21 <br />Structural Engineering, Inc. <br />0 cD <br />z <br />JLU <br />w <br />w <br />Z <br />c <br />Z <br />w <br />a <br />J <br />Q <br />� <br />Z= <br />Q� <br />C) <br />�_ <br />Q <br />UJcn <br />E <br />-� <br />m E <br />Q <br />J '= <br />> 1 <br />W CS <br />°� <br />W <br />c <br />o <br />CP <br />Y <br />ocr� <br />y <br />m <br />W <br />�h <br />C N <br />W <br />M n. <br />M&K project number: <br />068.200 1 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 12-14-2 `j <br />REVISIONS: <br />date: initial: <br />z <br />4 <br />Z W U. <br />O z <br />0 1< <br />0 Z) <br />O � Q <br />U <br />LL-' LLJ co a <br />� Y <br />N Ld J J <br />sheet: <br />Sm, 1. 2 <br />