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PPAQ I AKL&I nPnPPr-T) PPAMc,. <br />2) <br />DI g2N FLOOR FRAM I NIS FLAN <br />SCALE: 1/4"=1'-0" (=x34 SHEET) <br />SCALE: 1/6 =1'-0" (110 SHEET) <br />INTERIOR BEARING WALL <br />• = = = BEARIN6 NALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />EXTENT OF OVERFRAMING <br />• n"—INDIGATE5 I/8"A" 5AN GUT CONTROL JOINT <br />INDIGATE5 LOGATION OF REINFORGED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />HOLDCAN / 5TRAF 50HEDULE <br />5YMBOL 5PEGIEIGATION <br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 63. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP W (12) y4" <br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(U5E ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) <br />ROOF FRAM I N6 <br />' °° yy <br />• ET <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF°a <br />o� <br />TRU55 GONNEGTORS, <br />°>® T� <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYNOOD 5HEATHIN6 24/b <br />��®' n °•` - `` :gip <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 /e x0.113 <br />RING SHANK NAILS (R5R5-01 OR EGUIV.) 0 6 O.G. AT PANEL ED6E5 <br />&IP2022 <br />@ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 <br />© copyright:MARN <br />Structural Engineering, Inc. <br />TRU55E5 W RIN6 SHANK NAILS @ 3" O.G. (U.N.0). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END.CD <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. <br />z <br />w <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU51-Y UNDER ALL OVERFRAMIN6. <br />= z o <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />rn <br />Z `- <br />'-'-' °a- <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />J N <br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 <br />z a o <br />MANUFACTURER UNLESS OTHERNI5E NOTED. <br />H <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I <br />cc Q, <br />"6UIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLING $ BRAGIN6 <br />G w <br />W <br />OF METAL PLATE GONNECTED WOOD TRU55E5." <br />w <br />• ROOF TRUSS SHOP ON65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />m <br />_ a ' A <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />J j c <br />• SUPPORT PORGH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />o <br />0 c CP <br />FASTENED TO FRAMING w/(2) 3 x0.131 NAILS ® 16 O.G. <br />_ o <br />M <br />y _ <br />W o N <br />CC M M <br />- UAL 1 f'2T CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51MP50N H25T <br />51N6LE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD HALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51116LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNECTED <br />WITH GONNECTOR AS LISTED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A56E-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARD5. <br />IV <br />IV <br />M&K project number: <br />068-19029 <br />project mgr J S B <br />drawn by: BC <br />issue date: 09-1 5-21 <br />REVISIONS: <br />date: initial: <br />02 22 22 Dip, <br />DOOR tWSM <br />REFER TO 5-0.0 FOR T'P I GAL <br />5TRUGTURAL NOTE5 4 5GHEDULE5 q <br />LMro <br />Czw <br />�V <br />a <br />Q <br />C] <br />Ui <br />O <br />