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�0 <br />Z <br />2 <br />F- <br />CL <br />4n <br />A <br />law requires you to follow rules adop�­ <br />MILL by (he Uregon Utility NOuTication o-enict. i num; tulc­ — "1 11;. <br />in OAR 952-001-0010through 952-001-0090. You M ratNERAL NOTES <br />copies of the rules by calling this center. (Note: the teleph L <br />ION -, for the Oregon Utility Notification Center is WIVF;�;0146 PROTECTIONt <br />A ter Is I k s Lholl conform to the reVirements of the A. Concrete deposited against earthi 5 inches. <br />2014 Oregon Structural Specialty Code and 2012 Edition International Building 5. Concrete formed surfaces exposed to ground and weather: <br />Code including Reference Standards listed belowt #5 and smaller boi- - IY2 inches <br />American National Standards Institute/Arnerican Society of Civil #6 and larger bar - 2 Inches <br />Engineers - (AN51/ASCE 7-10) C. Concrete surfaces not exposed to weather or In contact with the groundt <br />American Concrete Institute (ACI 301 - 20101 ACI 318 - 2011) #11 and smaller bar - 314 inches <br />National Design Specifications for Vi;d -uction (NDS -�2012) D. Stabs - % Inches <br />_,+Constr <br />American National Stand <br />00 <br />1-2007) <br />A. Roof Loci st <br />Dead Loci = 15 TOO -20 11 1 <br />Snow Load . 2 1111'st <br />5, Floor Loadss U- MON <br />Dead Load . 21 psf <br />Live Load 4( f, <br />C. V41nd Design Datat IIALTY C""ODE <br />Ultimate Vlind Sp <br />Exposure = "5" <br />Risk Category 11 S_ ivvj <br />Alternate All Heights Method Useds (Section 0ZL5w, <br />Kd - 0,55 <br />Ci - 0.86 <br />KA = 1.0 <br />D. Seismic Design Dota, <br />Ss = 0.906 St = 0,425 <br />Site Class = D <br />5DS - 0.687 SDI - 0.446 <br />Seismic Design Category D STATE CERTIFIED <br />Basic Seismic Force Resisting System- PLANS EXAMINER <br />- Plywood Shearwalls <br />Eciplvalent, Lateral Force Analysis 01C 7 <br />Risk Category - I I <br />E . Importance Factors - <br />Snow (18) = 1.0 <br />Sel5mic 0.) = 1.0 A AAA ouxxinnn <br />S <br />GENERAL REQUIREMENTS- 6-1 // <br />A. It is the responsibility of the 5ullder/Contractor to obtain appropr te <br />approvals and necessary permits From city, county, state, or federal <br />agencies, cis reqvired. <br />5. Contractor sholl be responsible for all construction methods, technicilies, <br />secipencing, and safety required to complete construction. <br />C. Contractor shall verify all dimensions and detalls prior to proceeding with <br />Construction. All discrepancies shall be approved by the Engineer of record. <br />D. Contractor shall verify all ractpired penetrations on Architectural, Mechanical <br />and Electrical plans, All dimensions shall be field verified cis early as <br />possible. <br />FOUNDATIONSt <br />A. All footings to rest on firm, undisturbed soil, or structural fill, free of <br />organic material, and capable of supporting a minimum allowable bearing <br />pressure of 1,500 psf. under combined dead and live toads. <br />B. All slabs -on -grade shall be underlain by a minimum of 6" of free- draining <br />(loss than 6% passing the No. 200 Sieve), well graded, crushed rock, The <br />base course materials shall be compacted to at least 96% of maximum dry <br />density. <br />CONCRETE: <br />A. All structural concrete shall conform to the following, <br />Location Maximum Maximum Maximum Minimum <br />Aggregate Slump k4ater/cement F'c <br />Foundation 0/211 611 .46 31000 psi <br />Structural design is bosed upon F'. - 2,500 psi. <br />Special Inspection is not raqvired. <br />5. Concrete mixes shall conform to ACI 318 Chapter 5. <br />NOTE: AL_L_ MECHANICAL-, EL-ECTRICAL, <br />It PLUME31NG TO BE REPAIRED <br />BY OTHERS UNDER DEFERRED <br />SUBMITTAL <br />B. <br />C. <br />D. <br />E. <br />F. <br />G. <br />All structural wood members shall be Coast Region Douglas Fir No.2 or <br />better grade as noted In National Design Specifications for Stress Grade <br />umber and its fastenings, unless noted otherwise. All posts shall be <br />Douglas Fir #1 or better. <br />All studs to be Douglas Fir #2 or better cis noted in National Design <br />Specifications for Stress Grade Lumber. <br />The Contractor shall furnish and Install all bolt5, and plates cis required to <br />complete the job. <br />Hoshers shall be used under all bolt heads and nuts bearing on wood. <br />All wood members In contact with concrete or masonry shall be <br />preservative treated. <br />Unless Noted Otherwise Headers are to be 45 DF/L #2 or better. <br />All nalling not shown shall be as called for In 055C table 2304,cf.l fastening <br />schedule. <br />All nailing into treated lumber shall be galvanized. <br />Laminating 2x bending members (BC_01`115)� <br />-Minimurn of 3 rows 10d (0,14B"xB") nalls @ 12" o,c, <br />-If using 16d common nalls, the number of nailing rows may be <br />decreased by one. <br />-Side loaded beams Shall be connected with Simpson SDS screws <br />In two rows with spacing 16" o.c. <br />Laminating 2x compression members (Columns)t <br />-(2) 2x6 Lonninationst (2) rows of 10d common nails @ 6" oc <br />-(3) 2x6 Laminationst (2) rows of 30d common nails @ 8" oc <br />I Ll / ;117 I'k7 <br />SITE PLAN DRAWN FROM TAX MAP <br />(N.E. 114 5.E. 114 SEC. 30 T.75. <br />R.2K W.M. LOT 3600) AND AERIAL <br />PHOTOS, ALL DIMS TO RESIDENCE <br />TO 5F FIELD VERIFIED <br />15-t.52' <br />o4*0,'N.L, SITE PLAN <br />IF 1.20 <br />N.T.5. <br />RE51DFNr,ff <br />C') 7 <br />�J <br />_J <br />D <br />D <br />MAY 2 3 2019 (�E <br />_(_7 <br />MARION COUN FY <br />BUILDING INSPECTION, <br />� C� -09!)'37 SS -5 712- <br />e �Q <br />rl <br />rXPIRES: JUNE 30, 2020 <br />2'� V) <br />SZ)w <br />w <br />w <br />Z <br />O�z <br />0 w <br />U <br />44 <br />W 0 8 <br />Ju -5 �- <br />14 'E <br />no <br />(3 <br />Z <br />(n <br />Z <br />0 <br />F_ <br />0 <br />Z <br />Ld <br />Z <br />0 <br />0 <br />Li- <br />LL1 <br />.<Z <br />LLI <br />LJ Q W <br />(.):50 <br />Z0_ <br />L.LJ <br />X UJ <br />Z <br />V) <br />LLJ <br />CL WC) <br />LLJ Lo' <br />0C'4 <br />> <br />co <br />LLJ 0 <br />11-- <br />0 <br />Z <br />LLJ <br />Z <br />LLI <br />0 <br />DWG. NO. <br />S1.0 <br />I of 10 <br />100347 <br />