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z <br />ROOD SRAM I NO FLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) FORM B <br />SCALE: 11811=1'-011 (110 5HEET) <br />LEGENP <br />• INTERIOR BEARING WALL <br />• _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />•------ ---- — --INDICATES 1/8"xl" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTE5) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER F05T OR JAMB ABOVE. <br />ROOF FRAMIN6 <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 GONNEGTOR5. <br />• ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/6, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL ED6E5 s <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <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 TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLESS OTHERWI5E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S B651 I <br />GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRUSSES." <br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH i EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER <br />FASTENED TO FRAMIN6 w/(2) 3x0.131" NAILS ® 16" O.G. <br />UPL I r-T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />GONNEGTOR <br />LEN6TH <br />< 15' <br />SIMPSON H2.5T <br />SINGLE ROOF TRUSS BEARIN6 ON <br />> 15, <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARING ON GMU NALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 5IMP50N HETA16 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR AS 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 DES16N STANDARDS FOR METAL PLATE GONNEGTED WOOD <br />TRUSS GON5TRUGTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL <br />5UPER5EDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO S-O.O FOR TYPICAL <br />STRUCTURAL NOTES $ SCHEDULES <br />�m <br />S6l 7AT� t 4 <br />i <br />-13 `o <br />•• <br />e �> <br />Jd` 1 2022 <br />© copyright : MULHERN & KULP <br />Structural Engineering, Inc. <br />0 C0 <br />z <br />JL <br />W <br />w <br />Z <br />c� <br />z <br />r. <br />w <br />cQ. <br />J <br />oc <br />Z� <br />� <br />a Q <br />V <br />Q <br />c <br />It <br />c <br />W� <br />cry <br />E <br />�Q) <br />J <br />M Z3 <br />Q <br />j � <br />Z <br />W <br />-aoo <br />Y <br />p <br />o <br />CO) <br />M Ln <br />Y.1 <br />C N <br />C■ <br />M <br />M&K project number: <br />068-2001 1 <br />project mgr: .J S B <br />drawn by: DJ R <br />issue date, 0 `I - `I 3-2 2 <br />REVISIONS: <br />■ date: initial: ■ <br />sheet: <br />s_1 <br />J <br />W <br />Q <br />0 <br />2 <br />0 <br />z <br />Q <br />0) <br />F- <br />0 <br />J <br />Sm 1.3 <br />0 <br />ir,.-I <br />LLr <br />�u ! <br />V <br />_z <br />(n <br />U <br />z <br />J <br />