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seal: �o`��G'. • • ° , REAR LANAI DROPPED BEAMS: !- GEND ROOF FRAMIN6 ��:= :.`o 4 FA5TEN DROPPED BEAM5 TO (2)2x 12 w/ Y2" 05B/PLYWOOD • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF ' * ' P05T5 PER DTL U/5D-2 (TYP. OF 2) — BTWNPLYS (TYP. OF 3) TRUSS CONNECTORS. • ® INTERIOR BEARING WALL - — — — ,�- — . ,0pz -0T DROPPED BEA—M • - - - BEARIN6 WALL ABOVE ' gyp'•., ,c • ROOF 5HEATHIN6 SHALL BE �1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24 ' �•.• �+ • BEAM /HEADER EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"b ss o O RING SHANK NAILS (R5R5-01 OR EQUIV.) O 6 O.G. AT PANEL E06E5 8 1'11111161 4x6 P05T w/ 51 MP50N i i o o �� ©copyright : MUL u w • LOCATION AND EXTENT OF 5HEARWALL ®6 O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 OZ1 ABA46Z BA5E I I v Stru ,1 n ,1 . (TYP. OF 2) �W HIP GIRDER TRU55 Lu� - TRU55E5 w/ RIN6 5HANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKING g �p I CD . I: • : : I EXTENT OF OVERFRAMIN6 ALON6 PANEL E96E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. CD PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. o Z �(1 i 5D-2 � I 1 • - INDICATES I/S"A" SAW GUT CONTROL JOINT • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND w N l o y 01 5D-2 CONTINUOUSLY UNDER ALL OVERFRAMIN6. = z o INDICATES LOCATION OF REINFORCED GMU GORE c� � 51MP50N HUG412 FASTENE � (SEE NOTES) TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ � Z a 51MP50N VTGR GLIP5 0 24" O.G. '-'-' 1 BAGK TO GMU BLOGK w/ -F-F-F J L METAL HANGER + J 51MP50N TITEN SGREWS •ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 CC E INDICATES POST ABOVE. PROVIDE 50LID MANUFACTURER, UNLE55 OTHERWISE NOTED. Z a BLOGKIN6 UNDER P05T OR JAMB ABOVE. A a • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI 5 BG51 I o, \ fit I ~ "GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 8 BRAGIN6 m If U_ OF METAL PLATE GONNEGTED WOOD TRU55E5." LU W ° E \ MAINTAIN 24 O.G. SPACING O • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. = a > A \ I / OVER MEGH. GL05ET I r_ v FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. �.. d CM miZ �o IL • SUPPORT PORCH d SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER W FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. e \ lu HIP C71RDER TRU55 / cc m I \ / I oe � a. \ / I M&K project number: 068-2001 1 project mgr: J s B I \ / I drawn by: DJ R issue date: 1 1-18-2 j REVISIONS: I I I date: initial: 5D-2 I I I I I REFER TO 5-0.0 FOR TYP I GAL I I 5TRUGTURAL NOTES 5GHEDULE5 CU I � I I SD-2 0 I I I I I I O I d Li Ca STRUG I URAL 6ABLE END ROOF TRU55LL I O ROOF 61 RDER TRU55 W TRU55 O.F. / / I �--+ Z Lu 0 24 O.G. o \ I a N TRU55 O.F. L z U) 24" O.G. I o N LO 3-PT. BR6. ROOF p ~ I HIP GIRDER TRU55 TRU55E5 0 24" O.G. I d U HIP 61RDER TRU55 I ~ ii F U_ tL — — — — — — I — — — — — o0 0 U) x LU v D 1 - - - - - - - - - - < 0 O z ' Q J J 3 ROOD RANI I N6 PLAN sheet: 5D-2 I SCALE: 1/4"= I'-0" (2244 SHEET) SCALE: 1/6"=1'-O" (IlxI1 SHEET) Sm 1 .3 UPL I �T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' S1MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61 RDER TRU55 BEARIN6 ON ALL 51 MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL 51MPSON HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPIr2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MdK HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-7-I6. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS.