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el <br />PPAP I AMAI r7PnPPPi7 RPAMr— <br />OF 2) <br />C <br />I <br />6 <br />N <br />11 <br />LEGEND <br />• = = _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• — � m LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />•---- — - -- ---. INDICATES 1/8"A" SAN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHING SHALL BE 1/16" MIN. 0513/PLYNOOD 5HEATHIN6 24/6, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 4 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END d DRAG <br />TRU55E5 w/ RINS 5HANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING <br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />GONTINUOU51—Y UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTGR GLIP5 ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH r€ SHORT SPAN ROOF TRU55E5 W 2x4 LED6ER <br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. <br />UPL I r—T CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />SIMPSON H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD HALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />51MP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MPSON HETAI6 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED 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 5TANDARD5 FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTOR5 IN ACCORDANCE WITH THE REOUIREMENT5 OF A5GE-1-16. <br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRANIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. <br />REFER TO S—O.O FOR TYPICAL <br />STRUCTURAL NOTES Q SCHEDULES <br />61 ,LG <br />N 7 4 <br />: 0 S T OF : Q <br />0 <br />%�•• ,0 R l'D \ <br />N`A <br />© copyright: MULHERN 6alLl( 52021 <br />Structural Engineering, Inc. <br />CD <br />JLW <br />LWz <br />W <br />W <br />Z <br />c <br />(D <br />z <br />W <br />a <br />J <br />Q <br />5 <br />� <br />Z= <br />A <br />c E <br />ac <br />W� <br />cn <br />�Q0 <br />J� <br />NCD <br />LU <br />y <br />W <br />mpp t% <br />O N <br />� <br />c+o n. <br />M&K project number: <br />068-2001 1 <br />project mgr: ,.J S B <br />drawn by: p R <br />issue date: 0 9-3 0-21 <br />REVISIONS: <br />date: initial: <br />q) <br />cz•p" <br />° o fx <br />CLU O <br />J <br />5TRUGTURAL 6ABLE END HIP 61j�DER TRU55 � �'" <br />--Ld <br />------- - — nn <br />L.L. Q Z <br />a. <br />I �33 5D-2 � � <br />-----------------------------I--------------- SD-2 < <br />-------------- i I w U) <br />I I.L <br />5TRUGRAL' 6ABLE ND HIP C61RVER TRU55 I 5D-2 <br />TU <br />=7 0 L0 U) <br />J J <br />_.... - — _ _.......... <br />ROOD FRAM I NG PLAN <br />SCALE: I/4"=1'-0" (22x34 SHEET) <br />SCALE; 1/8"=1'—O" (110 SHEET) <br />sheet: <br />Sm 1.3 <br />