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WRITTEN DIMENSIONS ON THIS DR/LLYIN SHALL HAVE FYSLE)JEIY.E OVER SCALED DIMBAIONS. <br /> coNTRALTOR SHALL VERIFY ALL DIMENSIONS,GOFmITIONA,1-P TAININ TO TIIE WORK <br /> BEI=ORE FROGEFpIN6.THE OYHR MAT M NbnFIM OF ANY VARIAIF1 S FROM TIE <br /> DIMENSIONS AND/OR CONDITIONS 51 141 ON T DRA IeSdi.ANY SI1OH VARIATION SHALL BB <br /> RESOLVED 5e THE OW PRIOR TO PROCEEDINS WITH TE WORK OR TFE GONTRAOTOR 5HAU. ROOF VENTING CALCULATIONS <br /> Accmr Ii,1.L RESPO 01_11 FaR TFE c iT TO RPxnr'r SANE. RoofAlee: 1142 a lR ?A3E <br /> 191'E . <br /> Ver101Hlan Re ulled: 1142•.Ft.x 144 s.Fin./300 •"'..a. W <br /> 60% A136"minimum Above Eaw(mex SO%) 274.05'q.An. <br /> 60% At Enos 274.08 q.An.TRU55 NOTES 6 RofJeckc®50 sq.An.Esch 30D s%An. D 60N <br /> - - - - 0 Sdndani Camp Ridge Vent,'@ 17 eq.AMf. = 0 egARt. 6TATE OF WASHIMIXON <br /> ALL TRU55E5 5HAL.L HAVE. 0 Side ll RG fRdgeVent nt 9Q 2Bs.An..At O.sq./ln <br /> 1. STRESS ANALY515 AND DRAWING5/DETAILS <br /> STAMPED 5Y A STATE REGISTERED EN&INER. - - - 84 Uneal Ft of Eeve Venting 0 3.3 sq.AnAt - 277.2,sq.4. <br /> 2.MANUFACTURER'S STAMP ON PRE-MANUFACTURED ](3)2"dla.Fobs perblook C each bay] <br /> TRUSSES. - L 2 - Umel Ft of E Upper Roof Veming o sq.An. <br /> 5.BRACED TO MAN/FAGURERS 5PEUFIGATIONS. D ((3)2"d/a.Hales perbloak(M 0.bays) <br /> 0 Continuous some Vent Q 10 eq.An.Af. - It q.An V <br /> 4.STRESS ANALY515 AND DETAILS SHALL BE NON ATTIC 5TORAGE TRU55.PROVIDE 2X4 GENTERED® 40"HIGH. o Geble End Vent (121n.x 12,n.)x 70% It q.An ab <br /> 0 Cupols Vem (301n.x 921n. 45% 0 An <br /> SUBMITTED A BUILDING DEPARTMENT FOR TRUSS =TIE TA I L D Gable End Venl (181,x 24In.)x 70% 0..q.A, (� <br /> APPROVAL AND SHALL BE KEPT ON SITE FOR 0 Gable End Vent <br /> FRAMING INSPECTION. (241n.x 241n.)x 7O% = It q./In. <br /> 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT '.IC.AL-C. 1/95" I'-O" - - - - Tobl Venting D 9&"(min.)Ab-Saws = 300 sq.An. �) <br /> PRIOR BULDING DEPARTMENT APPROVAL OR Tod,Venn Eaves <br /> ENGINEERING CALCULATIONS. - - - - TOTAL SO.AN.OF VENTING PROVIDED <br /> 6.ALL TRU5 ES SHALL HAVE SIMP SON H-1 CLIPS Ov f�rll p <br /> AT ENDS,EVERY OTHER TRUSS,48'O.G.WHERE <br /> END TRUSSES ARE PARALFJ.I.W/WALL USE 51MP50N L30O MID-SPAN. L30 a 68"O.C.,GABLE END yyJ�y'y <br /> TRUSS BOTCHORD TO TOP /"" / <br /> -I. USE SIMPSON STG CLIPS®ALL TRUSSES OVER PLATE <br /> NON-BEARING WALLS. F1•I�i•1 <br /> 8.TRUSSES SHALL BE LEGIBLY BRANDED W/ <br /> MANUFACTURERS NAME,DESIGN LOADS,AND - - - - - - - - - - - <br /> REGUIRED SPACING,WITHIN OF THE CENTER <br /> SPAN ON THE BOTTOM CHORD.D, <br /> q. TRUSSES TO BE NON ATTIC STORAGE TRUSSES. - - - - E MFD C 24T OZ. - - - - SIMPSON L30 B 48"O.C.,TYP <br /> MAXIMUM SPACE ABOVE THE BOTTOM CHORD GABLE END TRUSS BOT <br /> TRUSS RO BE LE55 THAN 42•HIGH AND 24" SCISSOR VAULT MA57M CHORDS TO TOP PLATES <br /> WIDE LOCATED IN THE PLANE OF THE TRUSS. BEDROOM INTERI PITCH 5,12 <br /> ® BEARING WALL <br /> FLOOR LINE BELOW - - - - - - - - - - - Ol1TLOOKERTYP EA TRUSS 8 <br /> TIr MULTIPLE 2x 5TUD5 o POINT LOAD <br /> 11411IGATE5 2,1,OVERFRAMINGMAXIMUM xr <br /> AT 24"O.GSP 9'IMSIIPPOR7ED <br /> AT IXO.G.=13'-1" Q % (2)1Bd TOENAILS,TYP EA <br /> O DS. volINsPOUT <br /> - - - <br /> Rbl ROOF VENT - <br /> ® 4114 POST AT GIRDER TRUSSES, - - - - - - 5,12 <br /> HIP MAMASTERS _ - - - <br /> OR USE(3)2X6 - - m z <br /> ROOF FRAMING NOTESlu <br /> I. GUT RAFTER TAILS TO MATCH 2x TRU55E5. J <br /> 2.CONNECTORS SHALL BE ENGINEERED BY <br /> TRI155 MANUFACTURER. V <br /> 3.ROOF PITCH SNAIL.BE 5,12 UNLESS NOTED R-bl VENTS O <br /> OTHERWISE. b PL.AGES <br /> 4.USE SIMPS,R,USW N AND <br /> CLIPS o 40.O.G.AT FENDS <br /> OF TRUSSES AND RAFTERS. 7-- - - <br /> 5. USE SIMPSON L30 CLIP5 TO CONNECT TRUSSES tt r(n� <br /> AND/OR CEILING JOISTS TO PERPENDICULAR / 0 Ir U l <br /> WALLS AT 1,1I12 <br /> -5E1-TION. - <br /> b.USE 51MP50N 5TG CLIPS A7 NON-BEARING WALLS. / 0 <br /> T. 2.8 RAFTERS•24'O.G./2.6 CEILING JOISTS - <br /> O 24 O.G.TYPICAL UNLESS NOTED OTHERWISE. / - - - - - <br /> MAXIMUM SPAN-15'-T') Y- - - - - - <br /> 8.PROVIDE DOUBLE RAFTERS UNDER DORMER / PRE TRI155E5 <br /> dota: 04-15-21 <br /> CRIPPLE WALLS UNLESS NOTED o71-IERWI5E. _2,"O.G. pErrn <br /> revisions: <br /> 9.VALLEYS, <br /> MINIMUM,RAIL <br /> SPLICES AT BUILT-UP HIPS AND 5 12 Lp� <br /> VALLEYS,NAIL TOGETHER WITH 2 ROWS OF <br /> NAILS O 6'O.G.(OVER FRAMING)CONTINUOUS. <br /> 10.ROOF FLASHING SHALL BE PROVIDED AND PRE MFD <br /> COMPLY W/IRG 2018,SECTIONS <br /> RgO52 a R405.2.5. _ <br /> 5,12 2x8 RAFTERS <br /> ® 24"o.c. <br /> �gHALL drawn by: AM <br /> Zi w,4 wnsg/h O�� ch®citedby:MRA <br /> t oA <br /> 44672 <br /> Od, ALO 1'� <br /> �S`r�ONALF'�G RED MA KUPS ONLY TO 7 O O 12612022 f"CA _1 1N// Ip L, ^ N <br /> STRUCTURAL DESIGN S 5CALE: 1/4" <br /> INFORMATION SEE GENERAL NOTES <br /> C1..F.1NFD FOR N`k;;!- <br />