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FASTEN INTERSEGTIN6 SIMPSON BG46 GAF <br />DROPPED BEAMS TO P05T i ABA46Z BASE <br />PER DTL U/5D-2 DROPPED �BEA <br />REAR LANAI DROPPED BEAMS: I <br />(2)2x 12 N/ I'2" 05B/PLYWOOD 5D-2 <br />BTNN. PLYS (TYP. OF 3) <br />DROPPED BE 11 <br />4x6 P05T W 51MP50N <br />51MP50N <br />HUG412 <br />FASTENED <br />ABA46Z BASE W <br />�Q <br />I <br />BACK <br />TO <br />GMU <br />BLOCK N/ <br />Wes. <br />I <br />I 51MP50N <br />TITEN <br />5GREN5 <br />q <br />5D- <br />I�=u <br />O O \ ~ <br />0 0 I O � <br />I W \ O r <br />< I \ <br />W I \ L / <br />\ HIP 61RDER TRUSS <br />LU <br />� o <br />LLCN <br />I <br />II I <br />I I <br />II o I I <br />I I I o❑ I <br />I I I <br />I II I I <br />L J I <br />I <br />L <br />U <br />L <br />I <br />5D-2 <br />n <br />I <br />n <br />I F <br />II <br />II <br />u <br />u <br />� o <br />i <br />�r w <br />\ <br />z <br />�} <br />uJ <br />o000 <br />/ <br />o-- <br />I <br />------- / <br />O <br />- <br />�N <br />/ <br />�© <br />P 6 RD R TRU55 <br />------------------- <br />r \\\---- <br />m <br />I <br />I I I <br />I <br />w <br />4 <br />I <br />�' <br />O <br />SD-2 <br />I 3-PT BR6 ROOF 61RDER TRUSS <br />~ <br />uJ <br />—L <br />— <br />\\ <br />OO <br />'— <br />< I <br />I <br />,- <br />HIP 61RDER TRUSS <br />U <br />L <br />L <br />O <br />W- <br />o <br />I <br />W <br />— <br />— <br />— <br />— <br />— <br />U- <br />5D-2 <br />3 <br />5D-2 <br />5D-2 <br />LEGEND <br />• ® INTERIOR BEARING NALL <br />• — — — BEARIN6 NALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />•n�—INDICATE5 1/8"A" SAN GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />ROOF FRAMING PLAN <br />SCALE: 1/4"= I'-O" (22x34 SHEET <br />SCALE: I/V=I'-0" (Ilxl1 SHEET) <br />,����� <br />seal: o®.� G,. Ff. <br />ROOF FRAMING <br />G'EN 3F•�G'y .• <br />,s�o�'Q���' <br />:• No <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS.cr <br />• ROOF SHEATHING SHALL BE -7/16" MIN. O5B/PLYWOOD SHEATHING 24/b, <br />AT OF : I w <br />;-p �. o <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.I13" <br />�.�'•.,� O 9 \O.-* 6` o <br />°®i�S ''' ' <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 <br />��`� <br />,�Stru{0 <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 <br />c copyn � ryry <br />O <br />ng�nc2oL1 <br />TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL EDOE5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. <br />z <br />w <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />w <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />z o <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />rn <br />Z Q <br />51MP50N VTGR CLIPS ® 24" O.G. <br />'-'-' <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERN15E NOTED. <br />J CD <br />rr -0 <br />Z Q o <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'5 BG51 I <br />= o, <br />"GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 <br />U J <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />cn ._ <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 8 ENO. <br />m <br />X E <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.WJ <br />Z o <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />W Y � <br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS @ 16" O.G. <br />o Cc <br />UPL 1 fT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51 MP50N H2.5T <br />SINGLE ROOF TRU55 BEARIN6 ON <br />> 15' <br />51MP50N HIOA <br />HOOD STUD NALL/WOOD BEAM <br />ROOF 61RDER TRU55 BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />HOOD STUD NALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />SIMPSON HETA16 <br />BEAM BEARIN6 ON GMU NALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 63. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS GONSTRUGTION". W 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 DRANIN6 SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES & SCHEDULES <br />y m �h <br />W c N <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: 10-2 g-2 `j <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />Z <br />J <br />J <br />[L <br />W <br />12 <br />C� <br />� <br />Z <br />Q <br />Q <br />L� <br />W <br />LL, <br />O <br />-� <br />O <br />a <br />sheet: <br />Sm 1.3 <br />'d <br />Q <br />0 <br />J <br />LL <br />o <br />