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- - I I ! I11 ---- -- <br />REAR LANAI DROPPED BEAMS: <br />(2)2xl2 w/y2" 05B/PLYWOOD <br />r) -r . i k I r-71 �/, - /-r , -] /-,F- 7 1 <br />FASTEN DROPPED BEAMS TO <br />P05T5 PER DTL U/SD-2 (TYP. OF 2) <br />V I 111 Y. I L I J\ I I I V I ✓/ n n - <br />DROPPED BEAM <br />0 0+0" i <br />' IW I <br />� i i <br />QICD 20 HIP 61RDER'TRUSS <br />D- 5D-2 I <br />5D-2 I�� <br />I SIMPSON HUG412 FASTENED i <br />-------------� IFBAGK TO GMU E3LOGK W— <br />51 MP50N TI TEN 5GREN5 <br />4x6 POST w/ 51 MP50N <br />ABA46Z BA5E <br />� � (TYP. OF 2) <br />c� <br />LU <br />C I I <br />I 5D-2 <br />Q� <br />T — L Q�� <br />� I <br />' LU I <br />-v <br />� <br />I <br />�- <br />\ <br />I <br />\ <br />HIP 61RDER <br />TRU55 / <br />I <br />\ <br />/ <br />I W <br />\ <br />/ <br />I onn, c <br />------ <br />\ / <br />I o <br />z <br />(n) <br />--------- <br />_J <br />I <br />L------ <br />-1 <br />I <br />I <br />O <br />i oI <br />o <br />a <br />o <br />I <br />i <br />---------- ---- <br />V-2 <br />I <br />I <br />_ <br />I <br />I <br />I <br />I <br />I <br />I <br />� <br />z <br /><Z <br />, 0 <br />5D-2 <br />I <br />I <br />°W <br />\ <br />/ <br />�7 <br /><� <br />\ <br />\ <br />ZFF7n <br />I <br />I \ <br />HIP 61RDER_TRU55 <br />\ \ <br />I <br />I <br />I <br />I <br />I <br />�° <br />I <br />O <br />L <br />r` <br />q <br />I <br />----- t-----, \ <br />5D-2 <br />O <br />3 <br />SD-2 5D-2 <br />I <br />V-2 <br />I <br />I <br />-----------------HIP 61RDER TRUSS----------------___ <br />- LL <br />O <br />�W I <br />LL <br />_ <br />I <br />\ <br />-H <br />ZI <br />L <br />u <br />L <br />L <br />J <br />j <br />64 <br />LA <br />r <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• - - - BEARING WALL ABOVE <br />• BEAM / HEADER <br />• m m LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />•_.- - - -- INDICATES 1/81A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTE5) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />ROOF FRAMIN6 <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD SHEATHING 24/b, <br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %`xO.115" <br />RING SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL EDGES 4 <br />0 611 O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG <br />TRU55E5 w/ RING SHANK NAILS 0 5" O.G. (U.N.O.). PROVIDE BLOCKING <br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE IIHII STYLE CLIPS ALONG UNSUPPORTED EDGES. <br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />51MP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA TP115 BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRACING <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER <br />FASTENED TO FRAMING w/(2) 5"xO.151" NAILS 0 16" O.G. <br />UPL11T CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51NOLE ROOF TRUSS BEARING ON <br />> 15' <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />SIMPSON HT520 <br />SINGLE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETAI6 <br />FLUSH 63. BR6. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 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 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES � SCHEDULES <br />�W%,.... I/// <br />seal: e�` �9 G. rp/�i��, <br />W *' <br />No 77824 w <br />; <br />STATE OF 44-1 <br />© copyright : MULHE/IId I� <br />Structural Engineering, Inc. <br />0 cD <br />Z <br />_J Fn <br />w <br />w <br />Z <br />c <br />CM <br />C" <br />z <br />w <br />oa.. <br />J <br />� <br />Z <br />.n <br />Q o <br />U_ <br />4 <br />E <br />UJ v� <br />au <br />i a <br />O 1 <br />0, CD <br />W <br />c <br />Y <br />CO)mpp <br />W <br />_ <br />O cV <br />C <br />ct7 a <br />F <br />3v] 1 IWF <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by BC <br />issue date: 05-1 4-2 1 <br />REVISIONS: <br />date: initial: <br />2 4 2021 <br />z <br />0-i-di d <br />W <br />0 0 <br />z L <br />2 T,T d <br />J <br />T , i 'Q <br />�, j� w <br />L d <br />0 cv W <br />0 co�' z <br />0Z <br />JJ <br />ROC �RA " I I IV6 PLAN sheet: <br />SCALE: 1/4"= I'-0" (2244 SHEET) <br />SCALE: 1/6'*'-0" (IlxI1 SHEET) <br />Sm <br />1.3 <br />