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F; <br />Yj <br />U— <br />m <br />D <br />� � <br />LU <br />m <br />� � <br />REAR LANAI DROPPED BERMS: <br />5D-2 (2)2x12 W %2" OSB/PLYWOOD <br />BTNN. PLY5 (TYP. OF 3) <br />DROPPED BEAM <br />"HIP 61RDER TRUSS <br />\ <br />i <br />I <br />HIP GIRDER TRUSS <br />�ja° <br />SIMPSON HUG412 FASTEN: <br />BACK TO GMU BLOCK W <br />�51 MPSON TI TIEN SG IREW5 <br />/ <br />4x6 POST w/ <br />SIMPSON BG46 GAP <br />ABA46Z BASE <br />u u u <br />FASTEN I NTER5ECT1 N6 <br />DROPPED BEAMS TO P05T <br />PER DTL U/5D-2 <br />4x6 POST w/ SIMPSON <br />L ( ABA4(bZ BASE <br />Ql <br />DI <br />Qf <br />QI <br />�H <br />16 <br />o <br />w <br />w <br />N% 1 Jtz <br />< w <br />� OO <br />mot- w <br />/ N <br />\ <br />L <br />\ <br />z o <br />\ <br />7 <br />VALLE <br />O.F. <br />VALLEY TRUSS \ <br />a <br />HIP <br />61RDER <br />TRU55 <br />p <br />/ <br />--------- ----- ..-.--- ---__ <br />O.F. @ 24 O.G.------------- , - <br />H <br />HIP GIRDER TRU55 <br />/ <br />\ <br />_ <br />�'_ <br />0 <br />11) w <br />4 <br />3-PT BR6` ROOF 61RDER TRUSS <br />/ <br />-- 1 HIP 61 <br />DER TRU55 <br />w <br />�o <br />,-IN <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• - - - BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARNALL <br />EXTENT OF OVERFRAMIN6 <br />• _. ____._.INDICATE5 I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAM I N6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG <br />TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. <br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />SIMP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERNI5E NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLIN6 i BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FASTENED TO FRAMIN6 w/(2) 3"x0.13I" NAILS ® 16" O.G. <br />UPLIFT <br />GONNEGTOR5 <br />BEARING CONDITION <br />TR, _.U55 . .. <br />CONNECTOR <br />V � <br />s <br />00 <br />:a:, <br />T of ; Cu z <br />�9�•. �n " C? . <br />,� • O R•••° �� •� <br />;;,�%� <br />© copyright : MULHE 1105 2021 <br />Structural Engineering, Inc. <br />CD <br />z <br />J� <br />w <br />w <br />zCm <br />i Z <br />z <br />w aQ.. <br />J i <br />Q � <br />.n <br />tr <br />Z= <br />A <br />LZ <br />W <br />C/3 = j <br />M E <br />Sa >A <br />Z o <br />W Y <br />p o <br />0 <br />CO) m` m <br />Y.1 C) N <br />m Q <br />