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WRITiBJ DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEOENGE OVB2 SCALED DIMENSIONS. <br /> CONTRACTOR SNALL VBNW ALL DIMENSIONS,C9IIDITIONS,ETC.PB2TAININ6 TO THE WORK <br /> BEFORE PROOEEDINS.Tt£OWNER MU5T BE NOTIFIED OF ANY VARIATIONS FROM T£ <br /> DIMIENilONS Alm/OR LOtmITONS SHOWN ON THESE DRAWINGS.ANY 5UC11 VARIATION SHALL BE <br /> RESOLVID BY THE OWNER PRIOR TO PROL®IIK WITH THE WORK,OR THE GOIRRAGTOR SHALI. <br /> ACGEPt FULL RESPONSIBILITY FOR THE C05T TO RECTIFY SAFE. <br /> GABLE END <br /> TRU55E5 TO <br /> BE DE-516NED <br /> yam• TO SPAN WINElow <br /> DOOR OPENIN65 <br /> TYPICAL <br /> DS <br /> ROOF PITCH — _ — — —LINE OF PE GK BLW. <br /> Q BREAK LINE —I <br /> a ' <br /> ,d 0 MFD.STUB TRUSSES 0 24"O.G. I v] m <br /> W v> <br /> AEA❑ �' I� <br /> RDDF <br /> STRUCTURAL NOTES: 2x8 RAFTERS VENT I m <br /> ®10,12 ROOF <br /> SEE"5"SHEETS FOR LATERAL DESIGN, PI <br /> 5HEARN J \J <br /> PROVIDALL NOTES AND DETAILS u <br /> PROVIDED$Y UPSTATE ENGINEERING ID <br /> 7 O O V <br /> ROOF❑ -I_ F.I..) <br /> ni z <br /> DS W pp�7 <br /> 6 <br /> m <br /> 4x8 DF>R2 4x DF#2 1`z•x9'24F- 6LB .- <br /> RB-2g <br /> EAVE PROTECTION PER IRG R3021 <br /> IF EAVES ARE WITHIN 5'OF THE PROPERTY AP4❑ <br /> LINE,THEN A ONE HOUR FIRE RESISTANCE ROOF <br /> RATING IS REQUIRED IF THERE yB1T <br /> ARE BIRD BLOCKING VENTS OR GABLE END <br /> VENTS. IF THERE IS SOLID BLOCK IN6 AND GI <br /> NO VENTS,THEN THE FIRE RESISTANCE RATING <br /> GAN BE REDUCED TO ZERO HOURS. 2040 51. Icy <br /> �ocAno sF "AN <br /> a I 2:12 ' iO❑ 'u� <br /> oR LEx Frs0 R�AT <br /> I I A <br /> THe PROP.ul \I <br /> ❑ ❑ a �T <br /> A8 y <br /> RIDGE ❑ C� <br /> AFSO - A M ���lll <br /> 2xG NFD.TRUSSES 24"O.G. <br /> ExTERIOR i! <br /> 4 8�FIt2 <br /> rrnnLL 2020 2020 �n - m N® 1t'— <br /> S.L. 5L. :7F3�j1 <br /> ONE HOUR EAVE DETAIL(IF PLAN REQUIRES) _ ___ �p Y^, <br /> ___l tU <br /> ROOF FRAMING NOTES tu <br /> GUT RAFTER TAIL5 TO MATCH BE 2x4 <br /> PI <br /> TRUSSES <br /> +1 <br /> O NEGTORS SHALL BE ENGINEEREp Ar3D u BY TRU55 MANUFACTURER �❑ � <br /> ROOF TCH SHALL 2=12 - O <br /> TYPI GAL UNLESS NOTED OTHERWISE <br /> L <br /> 4x6 •2 xH DF 2 4x8 DFk2 Q <br /> ROOF OVERHANG SHALL BE IB"U.N.O. %B DF*2 <br /> ry -- -- data: -f-14-22 <br /> 'LO DS <br /> 2x6 OVERFRAMING parmit: <br /> I I � <br /> BEARING BELOW a ravieionS: <br /> O <br /> DS <br /> vs DowlvsPouT <br /> DS <br /> TRU55 NOTE <br /> ALL TRUSSES SHALL HAVE: <br /> I. STRESS ANALYSIS AND DRAWINGS/ <br /> DETAILS STAMPED <br /> ENGINE ER.BY A STATE <br /> REGISTERED <br /> 2.MAF AGTVRER'S STAMP ON PRE- <br /> MANVFAGTIREp TRUSSES. <br /> B.BRACED TO MANl1FAGTURE­S <br /> SPEGIFIGATIONS. <br /> 4.STRESS ANALYSIS AND DETAIL5 <br /> SHALL BE SUBMITTED TO BUILDING <br /> pMP-K FOR APPROVAL AND SHALL <br /> drawn by LMD <br /> PT ON SITE FOR FRAMING GI'IaG kad.by: MWJ <br /> INSPECTION. <br /> 5.TRUSSES WILL NOT BE FIELD ALTERED <br /> WITHOUT PRIOR BUILDING DEPARTMENT <br /> S ��T <br /> AL OR ENGINEERING <br /> CALCULATIONS. <br /> 6.ALL TRUSSE5 SHALL HAVE-1 SIMPSON <br /> ACLIPS ENDS. WHERE TRUSSES <br /> ARE PARALL LEL TO WALL,USE 51MPS+ON <br /> AT MI—PAN.-1 USE SIMP50N STG <br /> CLIPS AT NON-ESEARIN6 WALLS <br /> ROOF VENTING CALCULATION-PER 201H IRG R806.2 <br /> 2-a4 SOFT AREA =q2b SOFT REQUIRED <br /> CITY o�='✓ERETT <br /> soo REVIEWELF 1: R <br /> T"PI X (TRLIS 4.64 SOFT MIN. REQUIRED N EAVES PERMIT <br /> TYPICAL TRUSS BLOCK HAS(4) 2 m SCREENED HOLES <br /> PROVIDING 6.28 SO. IN. (.044 SOFT) PER BLOCK. <br /> APPROXIMATELY 110 VENTED BLOCKS= 4.84 SOFT PROVIDED <br /> (q.2b) X(SO%)= 4.64 SOFT MIN. REQUIRED WITHIN 3' OF THE RIDGE <br /> AFSO ROOF JACK VENTS= .54 SOFT EACH VENT <br /> PROVIDE VENT <br /> AREAF5A <br /> VENTS= F->= SOFT PROVIDED <br /> TOTAL VENT AREA PROVIDED= q.b SO FT <br /> SEE GENERAL NOTES <br />