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LEGEND <br />ROOF FRAM I N6 <br />•a.11111190tit, <br />s. <br />y <br />PPAP I ANIAI npnPPr-n PPAMG. <br />nnunnu : • • <br />• c-- _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• m � m LOCATION AND EXTENT OF 5HEARNALL <br />• I: :I EXTENT OF OVERFRAMIN6 <br />*— — --,• INDICATES I/8"A" 5AN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HAN6ER <br />INDICATES POST ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGE5 i <br />6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRU55E5 N/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL EDOE5 AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51HP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFAGTURER, UNLESS OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER HTGA 4 TPI'5 BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLIN6 i BRAGIN6 <br />OF METAL PLATE GONNEGTED HOOD TRUSSES." <br />• ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LED6ER <br />FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS @ 16" O.G. <br />UIOL I FT GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N61-E ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />HOOD STUD HALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU HALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) SIMPSON HETAI6 <br />FLUSH 6.T. BR6. ON GMU HALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD <br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAHIN6 SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SGHEDULES <br />sea�o 77624 <br />qio <br />* o Cf <br />• OF <br />PT <br />© copyright: MULHERN�iEC 17 2020 <br />Structural ngmeering, Inc. <br />acD <br />z <br />JLU <br />w <br />w <br />z <br />c� <br />o <br />CD <br />z <br />w <br />J <br />oo- <br />(D <br />Q <br />Z= <br />Q� <br />H <br />C) <br />-,t Q <br />c <br />i— <br />E <br />:2 w <br />CI) <br />j <br />Xa <br />DO E <br />JZ <br />a <br />o <br />W <br />Y CP <br />CO) <br />o C.0 <br />M L6 <br />Lil <br />ao N <br />= <br />M O. <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 1 2- `[ 4-21 <br />REVISIONS: <br />date: initial: <br />U H flI Q <br />STRUCTURAL 6ABLE END ROOF TRUSS I 0 <br />ROOF 61RDER TRU55 W U? <br />TRU55 O.F. 0 <br />24" O.G. I W z <br />.. .... ...... <br />0 <br />ks) CL <br />� TRUSS O.F. U- N <br />6 I � 24(In" O.G. � j I I Q) © � co <br />o � 3-PT. BR6. ROOF I <br />Z) <br />Ly_ I TRU55E5 0 24" O.G. — — —K, — — — HIP GIRDER TRUSS <br />I ~ < <br />LILLI <br />L--+ O <br />~ I HIP 61RDER TLU <br />RUSS -- I?O i T <br />0 0 LO <br />U) <br />LU <br />LL Q J 1 <br />RCC� �R*� I N6 FLAN <br />SCALE: 1/4"= I'-O" (22x54 SHEET) <br />SCALE: 1/8"=I'-O" (IIxI1 SHEET) <br />sheet: <br />Sm 1.3 <br />