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I 1 l IS-LLI 1 ! -L-,. _ _ I I I II I II FASTEN INTERSECTING DROPPED BEAMS TO P05T PER DTL U/5D-2 4x6 P05T w/ 51MP50N /I ABA46Z BA5E rY; z REAR LANAI DROPPED BEAMS: rI 4x6 P05T w/ (2)2x l2 w/ %2" 05B/PLYWOOD 5D-2 SIMP50N BG46 GAP BTWN. PLY5 (TYP. OF 3) ABA46Z BASE — -------------------------- — DROPPEDnBEAM DROPPED BEAM I i 51MP50N HUG412 FASTENED I O BACK TO GMU BLOCK w/ I U- 51MP50N TITEN 5GREW5LU I o i 5D-2 I \ FHIP GIRDER TRU55 / I \ / I \ / I \ / I \ / I \ o \ / I I I I I I r I I I I I I I I I I I I I I ' o I° I 0 00 I 00 b I I L I I I II I I II ----------- I 0 z �3 �- <w (S)o I- w / zcz \ / QO \ ----- ---------------------------- 5D-2 / HIP GIRDER TRU55 \ II -------- -�----------------------- - - ---------------- - HIP GIRDER TRU55\ o O HIP GIRDER TRU55"" \ I \ d /I I I F` I � I I I I - - 5D-2 0 0 w LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: • : : I EXTENT OF OVERFRAMIN6 • - -- --- INDIGATE5 1/8"xl" 5AN GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOD SRAM I NG PLAN SCALE: 1/4'*'-0" (22x34 SHEET) SCALE: I/&"=1'-0" (IlxI 1 SHEET) ROOF FRAM I N6 • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHING 5HALL BE 1/16" MIN. 056/PLYN000 5HEATHING 24/6, EXP09JRE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING 5HANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 $ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 DRA6 TRU55E5 w/ RIN6 5HANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MPSON VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 8 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP DN65. 5HALL BE 5UBMITTED TO ARCH d EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I fT GONNEGTOR5 BEARING CONDITION �N6TH CONNECTOR < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 151 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD STUD NALL/NOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU NALL ROOF 63., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU NALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HA5 EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THIS DRAHIN6 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAD5 5HOHN ON THE SHOP GAR05. REFER TO 5-0.0 FOR TYPICAL STRUGTURRL NOTES 8 SCHEDULES seal: N gyp:-��cErvsF,<lry * No 77W4 \_ ._ -o ' �TAx* /��. \\ SIT7Ei •I/i. 1 O i tOA ' ;cl �p P •�`a'�� © copyr�g�tjl[�[P�� ocD z W W Z cz CD w a .J Q Z = .n F-- c� t ��- c,` Ei 3: m E E— Q CDJZ W p Y o y W e C N c. cn C1 IV M&K project number: 068-200 1 1 project mgr: .J S B drawn by: B C issue date: 0 6-8 0-2 `I REVISIONS: date: JUL 0 1 2021 initial: ~ro c O Z g J a. W o � o Z LL w LL., 2 p J OX a 0. sheet: d O 0 J LL U� 0 z x a 'Q W J 'Q U d t� W O Z Sm 1 .3