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1 <br />a <br />a <br />I <br />i <br />I <br />o <br />� <br />I <br />o <br />LU <br />I <br />REAR LANAI DROPPED BEAMS: <br />(2)2x12 v02" 05B/PLYWOOD <br />BTWN. PLYS (TYP. OF 5) <br />DROPPED BEAN <br />Lys <br />n <br />--HIP 61 RDER TRUSS <br />`—SIMPSON HUG412 FASTEN <br />BACK TO GMU BLOGK W/ <br />a 51MP50N TITEN SGREWS <br />D-2 ,1,II II II <br />0 <br />,'51MP50N BG46 GAP <br />$ ABA46Z BASE <br />DROPPED BEAM IF , <br />FASTEN INTER5EGTIN6 <br />I DROPPED BEAMS TO POST <br />PER DTL U/5D-2 <br />ABA46Z BASE <br />------LL <br />I uU <br />\ / I k tj) <br />I O° <br />IX <br />r-) I I J1 <br />I I <br />o I I <br />,II <br />O <br />J <br />z <br />v �- <br />�w <br />n JO <br />v� <br />o= <br />LU <br />/ `N y <br />/ z [Y <br /><} <br />/ zQ <br />I\ <br />HIP 6I RDER TRU55,- \ <br />\ <br />IN <br />HIP 61RDER TRUSS <br />LU <br />-------- --- <br />IN <br />HIP 61RDER TRUSS <br />LU <br />-------- --- <br />ci� a v' <br />J <br />5D- <br />� � <br />O <br />w <br />�< <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />I: :I EXTENT OF 0VERFRAMIN6 <br />•—INDICATES I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BL0GKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOD �RAMIN6 PLAN <br />seal; ®e' <br />ROOF FRAMING <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />o° <br />-TAT C)` <br />• ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYW00D 5HEATHIN6 24/b, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/WW.113" <br />``3 °. <br />RIN6 SHANK NAILS (R5R5-01 OR EOUIV) ® 6" O.G. AT PANEL E06E5 $ <br />Rr �r-er��Z <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 <br />©copyright <br />Structural Engineering, Inc. <br />TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BL0GKIN6 <br />ALONG PANEL ED6E5 AT F I RST 2 TRUSS BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE CLIPS AL0N6 UNSUPPORTED EDGES. <br />z <br />mi Lu <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL 0VERFRAMIN6. <br />= z c <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />c� M <br />Z <br />a <br />51MP50N VTGR GLIPS ® 24" O.G. <br />'-'� <br />J" <br />CD <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 0THERN15E NOTED. <br />E <br />Z = Q o <br />t-- Ax <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I <br />= a, <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLIN6 � BRAGIN6 <br />� <br />W <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />W j <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENO. <br />m <br />Q > E <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />v c <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />Z <br />UJ Y CP <br />FASTENED TO FRAMING w/(2) 3"4.131" NAILS ® 16" O.G. <br />CO-32 <br />Lil C N <br />CM M <br />UPL I fT CONNEGT0R5 <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />SIMPSON H2.5T <br />SINGLE ROOF TRUSS BEARIN6 ON <br />> 15' <br />5IMPS0N HIOA <br />WOOD STUD WALUWOOD BEAM <br />ROOF GIRDER TRU55 BEARIN6 ON <br />ALL <br />SIMPSON HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 5.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH G.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER 5EGTI0N 2.2 OF AN5I/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRUSS CONSTRUCTION". MiK HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REGtUIREMENTS OF ASGE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT CONNECTOR <br />5PEGIFIGATI0N5 AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUGTURAL NOTES ff SCHEDULES <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DJ R <br />issue date: 0 `I - `I 7-2 2 <br />REVISIONS: <br />date: initial: <br />Cz°� <br />Z <br />J <br />W <br />J <br />O <br />� <br />� <br />z <br />� <br />4 <br />� <br />LJJ <br />LL <br />LL <br />O <br />J <br />O <br />Q <br />a <br />sheet: <br />d <br />O <br />0 <br />J <br />LL <br />SCALE: 1/4"=1'-0" (22x54 SHEET) <br />50ALE: 1/5"=1'-O" (IIxI1 SHEET) <br />SmI.3 <br />