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FA <br />PO <br />0 <br />QPAQ i AmAI npnppr-n RFAMC�. <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• I; .::::::: I EXTENT OF OVERFRAMING <br />•-...­ INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />HOLI; CM / 5TRAP 5GHEDULE <br />SYMBOL <br />5PEGIFIGATION <br />FASTEN BUILT-UP POSTS SUPPORTING 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. DESIGN AGGOUNT5 <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <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 />TRUSS CONNECTORS. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b, <br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"xO.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES i <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 BLOCKING <br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. <br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMING. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLESS OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ ENG. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPLIFT GONNEGTOR5 <br />BEARING CONDITION <br />TRUSS <br />CONNECTOR <br />LENGTH <br />< 15' <br />SIMP50N H2.5T <br />SINGLE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF GIRDER TRU55 BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />5IMP50N HT520 <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />SIMPSON HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETAI6 <br />FLUSH G.T. BRG. ON GMU WALL <br />ALL BEARING 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 GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". MiK HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />seal; ��. J ,.• FR��,,� . <br />0 : to <br />T <br />© copyright M6[M WK . %%%nnn4 <br />aCD <br />z <br />_J F= <br />w <br />Z <br />o <br />co <br />rn <br />Z <br />w <br />J <br />oa.. <br />1- <br />0 <br />Q <br />Z= <br />ao <br />C_.) <br />U <br />'r O. <br />cc <br />t E <br />a) <br />�a � <br />mE <br />a <br />J~ <br />QA <br />Z <br />W <br />o <br />�o <br />0 <br />y <br />W <br />m to <br />C N <br />C <br />M a <br />IV <br />7 <br />M&K project number: <br />068-200 1 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: `j `j -1 8-2`j <br />REVISIONS: <br />date: initial: <br />z <br />Ak <br />37 — ST- I i <br />67 5T-1 37nn� Q <br />V-2 5D-2 15D-2 <br />3 3 V � _J <br />5D-2 � — — — — � V-2 z W LL <br />Q U? <br />0 Z <br />IL <br />Q < <br />� <br />2N� FLOOR �R*M I NO PLAN OO J <br />SCALE: 1/4"= I'-O" (22x34 SHEET) <br />SCALE: I/8"=1'-O" (Ilxl1 SHEET) i i W+ (0� <br />1,.1.E <br />z LLJ o z <br />J_J <br />sheet: <br />Sm 1 .2 <br />