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JUN 0 8 2020 <br />REAR LANAI DROPPED BEAMS: <br />(2)2x12 N/ /2" OSEWLYWOOD <br />BTWN. PLYS (TYP. OF 3) <br />5T-1 <br />low <br />5T- <br />3-1 <br />-r-- — - <br />BEAM <br />�LU <br />I fn <br />5D-2 HIP 61RDER TRUSS <br />lo� Y <br />>a 51MP50N HUG412 FASTENED <br />BAGK TO GMU BLOCK N/ <br />SIMPSON TITEN 5GREWS <br />>X ' J <br />LU U_ <br />`} <br />i v � <br />FASTEN DROPPED BEAMS TO <br />POSTS PER DTL U/5-1.2 (TYP. OF 2) <br />1 -\ -txo ruD i w/ DirirrDvN <br />7- ABA46Z BASE <br />m� (TYP. OF 2) <br />D� <br />o� <br />Q� <br />16" FLOOR TRU55ES <br />® 24" o.c. (MAX) <br />ST-I <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• — — — BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARHALL <br />1­7.7.7.7.77 <br />EXTENT OF OVERFRAMIN6 <br />•�a.�.°��INDICATES I/8"xl" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />W (SEE NOTES) <br />J L METAL HANGER <br />INDICATES POST ABOVE. PROVIDE SOLID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />HOLDOWN / STRAP SCHEDULE <br />SYMBOL SPEGIFIGATION <br />FASTEN BUILT-UP PO5T5 SUPPORTING ROOF G.T. TO <br />GMU WALL N/ (1) SIMP50N M5TGM40 STRAP N/ (12) Y4" <br />® 5T-I DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. <br />(USE ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) <br />OX <br />I <br />O <br />X <br />LL <br />'m <br />— <br />'m <br />— <br />38 <br />4x6 P.T. <br />PROVIDE (I) <br />POST <br />5D-2 <br />5IMP50N G520 <br />STRAP ON EACH <br />L <br />J <br />L J <br />L J <br />L J€L <br />JL <br />J <br />EXTERIOR SAGE <br />r <br />OF POST, a" MIN <br />FLUSH <br />61RDER TRU55 <br />END LENGTH <br />(2)I <br />3 �, „ <br />/4 Ab LVL <br />FLUSH ORBEAMS <br />DROPPED <br />X111 <br />(2)2x6,FLOOR <br />GIRDER TRUSS <br />PER PLAN <br />TYP. STAIR SFRAMIN6 <br />-SEE DETAIL 1/50-3 <br />\ I <br />i <br />i <br />0 <br />31 f=== �5T- (01 5T-I 37 <br />5D-2 I 5D-2 I SD- <br />3 3 <br />SD-2) I <br />2-ND �LDDR FRAM 1 N& PLAN <br />SCALE: 1/4"=1'-O" (22x34 SHEET) <br />SCALE: 1/5'*'-0" (IlxI 1 SHEET) <br />ST—I <br />REAR W000 LAN, <br />TYP. BEAM TO P05T CONN. <br />SGAa- 3/4'=1'-O' <br />ROOF FRAM I N& <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS, <br />• ROOF SHEATHING SHALL BE WWI MIN. OSB/PLYWOOD SHEATHIN6 24/6, <br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 %"x0.113" <br />RING SHANK NAILS (R5R5-01 OR EOUIV) ® 6" O.G. AT PANEL E06E5 <br />6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 <br />TRUSSES N/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED EDGES, <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/ <br />51MP50N VTGR GLIPS ® 24" O.G. <br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRUSS <br />MANUFAGTURER, UNLE55 OTHERN15E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'5 BG51 1 <br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 <br />OF METAL PLATE CONNECTED HOOD TRUSSES." <br />• ROOF TRUSS SHOP DH65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LED6ER <br />FASTENED TO FRAMING N/(2) 3"0.131" NAILS ® 16" O.G. <br />UPL I r-T CONNECTORS <br />BEARING CONDITION <br />TRUSS <br />CONNECTOR <br />LEN6TH <br />< 15' <br />51HP50N H25T <br />SINGLE ROOF TRUSS BEARING ON <br />> 15' <br />SIMP50N HIOA <br />HOOD STUD NALL/WOOD BEAM <br />ROOF GIRDER TRUSS BEARING ON <br />HOOD STUD WALL/HOOD BEAM <br />ALL <br />SIMPSON HT520 <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />SIMPSON HETAI6 <br />BEAM BEARIN6 ON GMU HALL <br />ROOF 63., FLUSH BEAM OR <br />ALL <br />(2) SIMPSON HETA16 <br />FLUSH 6.T. BR6. ON GMU HALL <br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 <br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED HOOD <br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASCE-1-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT GONNEGTOR <br />SPECIFICATIONS AND LOADS SHORN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: <br />_s • ao a <br />No <br />OF W <br />Copt `s��y�:���`� <br />Wi dgrwinPPfikb7 IR/�� <br />_z <br />J� <br />w <br />w <br />�z <br />o <br />cD <br />M <br />Z <br />Lu <br />0- <br />_J <br />m <br />Q <br />F— <br />C) <br />�cx <br />c= <br />CC <br />W~ <br />:2 m <br />f/3 <br />j <br />�a <br />�~ <br />:CL.)• <br />a� <br />z <br />-CODo <br />cc cc <br />�ca <br />oC..40 <br />C003 <br />m in <br />Nd <br />O N <br />cc <br />Cr) a <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />NJ M <br />drawn by: <br />KG K <br />issue date: (1 <br />�j..1 g., 2 0 <br />REVISIONS: <br />date: initial: <br />sheet: <br />�a <br />Z <br />J <br />W <br />J <br />Q <br />W <br />2 <br />Ld <br />r� <br />0 <br />J <br />U_ <br />z <br />x <br />CL <br />U) <br />U <br />�? 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