Laserfiche WebLink
l.; <br />0 <br />H <br />O <br />O <br />O <br />= <br />�N <br />� I <br />LU <br />I <br />� <br />� <br />i <br />OOH <br />~ <br />o <br />O O <br />O L <br />H <br />I REAR LANAI DROPPED BERMS: <br />5D-2 (2)2x 12 w/ Y2" OSB/PLYWOOD <br />BTWN. PLYS (TYP. OF 5) <br />DROPPED BEAM <br />SIMPSON HUG412 FASTEN <br />BAGK TO GMU BLOCK w/ <br />SIMP50N TI iEN S GREW5 <br />SIMPSON BG46 GAP FASTEN INTER5EGTIN6 <br />ABA46Z BASE DROPPED BEAMS TO POST <br />)POPPED BEAM I PER DTL U/5D-2 <br />ABA46Z BASE <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• — — — BEARI N6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />I: :I EXTENT OF OVERFRAMIN6 <br />• 49� •... —INDICATES I/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE 50LID <br />BLOGKINB UNDER P05T OR JAMB ABOVE. <br />ROOD FRAM I N6 PLAN <br />a £ oa <br />ROOF FRAMING <br />o <br />®°'° T 0r- <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRUSS CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, <br />®®4 1911:'' '�'�1' <br />° 'Je�1 <br />EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" <br />° ° ° L <br />RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL ED6E5 4 <br />0 6„ O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG <br />© : <br />copyright MULHERN & KULPstructural Engineering, Inca <br />TRUSSES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKINB <br />ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. <br />Z <br />w <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />z c <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />z a <br />"' a <br />5IMP50N VTGR CLIPS 0 24" O.G. <br />• ALL METAL HANBER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLESS OTHERWI5E NOTED. <br />J <br />cc a <br />z � Q o <br />• EREGT AND INSTALL ROOF TRU55E5 PER WTGA � TPI'S BG51 I <br />= Q, <br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 <br />W <br />OF METAL PLATE GONNEGTED WOOD TRUSSES." <br />cn <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />m j <br />= a E <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />) <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER <br />c <br />LU W °Q <br />FASTENED TO FRAMING w/(2) 3 x0.131 NAILS 0 16 O.G. <br />y m CD <br />W C N <br />CM C. <br />UPL I f2T CONNECT OR5 <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51NBLE ROOF TRUSS BEARING ON <br />> 15, <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF BIRDER TRUSS BEARING ON <br />ALL <br />SIMP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51N6LE ROOF TRUSS OR PORCH <br />ALL <br />SIMPSON HETAI6 <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) 51MP50N HETA16 <br />FLUSH 6.T. 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 DE516N <br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 <br />NATIONAL DE516N 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 GONNEGTOR <br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP GARD5. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SCHEDULES <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: BC <br />issue date: 0 `j - `j 8-2 2 <br />REVISIONS: <br />date: initial: <br />2 <br />Z <br />W:� <br />J <br />0-i <br />cL <br />W <br />� <br />Z <br />Lt, <br />W <br />LL., <br />2 <br />O <br />� <br />O <br />IL <br />sheet: <br />d <br />112 <br />x <br />0 <br />J <br />L <br />co <br />0 <br />z <br />x <br />(L <br />W <br />U) <br />J <br />r1< <br />V <br />J J <br />5\ D- SEAL: I/411= I'-0" (22x34 SHEET) <br />SCALE: 1/8"=1'-0" (IlxI1 SHEET) <br />-2 5D 2 S--1.3 <br />M <br />