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REAR LANAI DROPPED BEAMS: (2)2xI2 w/Y211 05B/PLYWOOD m-rwAI DI SIG / r- � ) /—FASTEN DROPPED BEAM5 TO n/�r rr nCn nTl I I // r"t n /rir i,r -n 1 / ✓ i r �� •. � 1..- i✓ � i � � v l ✓j)00v �O � ? < NO= Q r-111% Q __T--__—_--� T DROPPED �B-EAM 1✓ 1 LI \ L I L V/ `1' 1 I I I I G/ 1 V`1 ` 4x6 POST w/ 5MP50N ABA46Z BASE Lu(TYP. OF 2) Q LU nD- I I 5D-2 Q� _-- i 20 HIP GIRDER TRU55 50-2 I i 51MP50N HUG412 FASTENED i BAGKTOGMU BLOGKw/ 51MP50N TITEN 5GREW5 o I LU U_ I I \ I O L I > I —I �� \ HIP 61 RDER TRUSS / I I \ / LU I \ / I I I nno I � \ / I I I I II I UI 0 I I I � a o I I I I I I 5D-2 -------- I I I I I I I I o z I <�S) In0 1 5D-2 I 3`7' zo I �IA HIP GIRDER TRUSS I I I I I o` I ~ L I oL I � II II 1 5D-2 II I 5TRUGTURAL GABLE END HIP 61RDER TRU55 --�---� __T — 3 5D-2 5D-2 I I I 1 I 5D-2 —---------------------------------------------------- I � I I 5TRUGTURAL GABLE I NO HIP GIRDER TRU55 I 1 11 LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •--- — -- --INDICATES I/S"A" 5AW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/6, EXPOSURE 1. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %"&113" RING SHANK NAILS (R5R5-01 OR EOUIV.) ® 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END $ DRA6 TRU55E5 w/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FA5TEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH d EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENE0 TO FRAMING w/(2) 3"xO.131" NAILS o 16" O.G. UF'L I FT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD 5TUD WALL/WOOD BEAM ROOF C71PDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD 5TUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MPSON HETA16 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINT5 OF EAGH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE511ON51BILITY OF THE ENGINEER OF RECORD TO DE51611N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-7-I6. ALL UPLIFT CONNEGTOR5 AND LOAD5 PER TH15 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. REFER TO S—O.O FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: \`\ SG. * No 77824 STATE OF ; 4� �1ORIOP iz SS, - - '�b\\\ (fcu' � cap �'y ddg, Inc. aCD z JLU W w z c z W J as � Q Z= F- U A L Ad F— cn �2 w j a Q . JW� y W m 8 N CM = 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 07-02-21 REVISIONS: date: initial: 1 JUL 0 7 2021 1 T�._I 'Q (� W w Q � 0 o z LL, w W 1_L.� W U LLB 'Q 0 0 LQ �z �C J J RCC� RAY I6 PLAN sheet: SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6'*'-0" (Ilxl1 SHEET) Sm 1.3