Laserfiche WebLink
Q <br />0 <br />i <br />1— <br />N <br />LU <br />LL <br />0 <br />LEGEND <br />• ® <br />INTERIOR BEARING HALL <br />• c = _ = c <br />BEARING WALL ABOVE <br />• <br />BEAM / HEADER <br />• <br />LOCATION AND EXTENT OF SHEARHALL <br />• I: : I <br />EXTENT OF OVERFRAMIN6 <br />•— - -°- ----'INDICATES 1/8"xl" SAN GUT CONTROL JOINT <br />INDIGATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDIGATES P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 0513/PLYN000 SHEATHING 24/16, <br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/a"4.113" <br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 $ <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 <br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N MR GLIPS 9 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRAGIN6 <br />OF METAL PLATE CONNECTED NOOD TRUSSES." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />FASTENED TO FRAMING N/(2) 3"4.131" NAILS A 16" O.G. <br />UPL I IT CONNECTORS <br />BEARING CONDITION <br />�N TH <br />CONNECTOR <br />< 15' <br />51MP50N H2.5T <br />SINGLE ROOF TRU55 BEARING ON <br />> 15' <br />5IMP50N HIOA <br />WOOD STUD NALL/HOOD BEAM <br />ROOF 61RDER TRU55 BEARING ON <br />ALL <br />51MP50N HT520 <br />HOOD STUD NALL/NOOD BEAM <br />5iN6LE ROOF TRU55 OR PORCH <br />ALL <br />51MP50N HETAI6 <br />BEAM BEARING ON GMU HALL <br />ROOF G.T., FLUSH BEAM OR <br />FLUSH 6.T. 13R6. ON GMU HALL <br />ALL <br />(2) 51MP50N HETAI6 <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />KITH CONNECTOR A5 L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51614 <br />THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR <br />SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES S SGHEDULES <br />seal: <br />I T �-7-F <br />CpR1f5,�� <br />: � <br />i1 t!t GG <br />© copyright : MULHERN & KULk4 <br />$ <br />Structural Engineering, Inc. <br />0 CD <br />z <br />JW <br />LU <br />z <br />z <br />z <br />w <br />J <br />Z= <br />U <br />WW <br />oc <br />JP <br />Z <br />W <br />C <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 01 -2 6-21 <br />REVISIONS: <br />date: initial: <br />Cz <br />ca <br />'Q <br />Q <br />z 0 <br />J <br />LL, <br />CL L O <br />T� Q Z <br />V � <br />z 0 11 <br />U) <br />d <br />W D <br />R00� SRAM I NG PLAN J <br />SCALE: 1/4"= I'—O" (2244 SHEET) LL 0 <br />SCALE: I/8"=1'-0" (IlxI 1 SHEET) <br />I F- <br />L z < <br />0 �U) <br />0 > 0z <br />x � JJ <br />sheet: <br />Sm 1.3 <br />