Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File BLD-2016-1598 207 East Park Drive
Y 6 ,. City of Anacortes Invoice/Permit#: BLD-2018-0236 C.) 904 6th Street Applied date: 04/17/2018 P.O.Box 547 Issue date: 04/17/2018 C�;' Anacortes, WA 98221-0547 Expire date: 10/14/2019 (360) 293-1901 Job Address: 207 E PARK DR Permit Type: Renew Building Permit ANACORTES WA 98221-1625 Project: APN: P57051 Remarks: Renew permit for detached garage/shop (BLD-2016-1598) Owner: ROBERT EVANS Contractor: Address: 207 E PARK DR Address: ANACORTES WA 98221-1625 Phone: Phone: License#: General Information: Fees: Renew Building Permit Fee 296.88 State Building Code Fee 4.50 Total Calculated: 301.38 Deposits/Receipts: 0.00 Total Due: 301.38 cr.? — I_I L� r— I—+ rt• r1l lil rtn r•.,I 4 co H- .. rt i Cr! si— r] ,t I in r o: rl CI r-. Z; I rt n a t-r. i 1 .= .�i :a 1 I r.1 w IA La. s CA Ill --.1 _Z• '' 'j. 7.K1 ?: I-. —1 �r C' .. Xi nl • 6. t rt. _r_s rn r— THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMtuNCElx: HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PI OVISt€110 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN ORsklOT,r: HE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHERtSTATECil LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. oCrl SI'NATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY - 4 City of Anacortes Invoice/Permit#: BLD-2016-1598 904 6th Street > Applied date: 10/20/2016 `'"" 0. P.O.Box 547 Issue date: 10/21/2016 Anacortes, WA 98221-0547 Expire date: 04/19/2018 (360) 293-1901 Job Address: 207 E PARK DR Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1625 Project: APN: P57051 Remarks: New detached garage/shop. Owner: ROBERT EVANS Contractor: Address: 207 E PARK DR Address: ANACORTES WA 98221-1625 Phone: Phone: License#: General Information: Fees: Building Valuation 44630 Building Permit Fee 593.75 #of Water Closets 1 Plan Review Fee 385.94 #of Slop Sinks 1 State Building Code Fee 4.50 #of Ventilation Fans 1 Mechanical Permit Fees 30.75 Plumbing Permit Fee 34.00 Total Calculated: 1,048.94 Deposits/Receipts: 200.00 Total Due: 848.94 i J1 -•� -n m rn n _ --J r_n ? in re• - I A :• •, •b _ -. C' ft.. t i 5 h ^t •-` I I I, CD. •-t IT.. 0 I i r+• _: I 77 CI •i• IT.. i i - I--' CI t-+ I.•J = 0 r n 4J o rn O S% = co J n I'I .. ii1 Ii1 •-r r, X •. M T ,p 07, • r- � r THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAA, OF IF' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.:, ;t HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PRoVISIc8.J OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, xriEl GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER fATE;R/F LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. it. CI- ',C., CO i17 cc, [I • i n I •,[1 �Li T SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY it. T_ Q• /4± f?0cf .0 -f STRUCTURAL C- -_CULATIONS FOR 71 i Evans Shop CITY :.. , 207 E. Park Drove Anacortes, WA 98221 20015 MC 04/19/2017 16-060.1 . A c. +vegviqt4, 7 fir °NNy PREPARED BY: r4 James T.Schemmer,P.E. .. 7K..,,,�.�;' NONA irloirto 041- 20 -2 117 SCHEMMER mNSITT1Na(1U)IIP PI.T -= I ENGINEERING CIVIL-STRUCTURAL-PLANNING-SURVEYING RESIDENTIAL HOME DESIGN SCHEMMER CONSULTING - Itr-PLLC°301 SOT"STREET,SUITE C,ANACORTES,WA.90221 °(360)293-9006 Schemmer Consulting Group PLLC Project Title: Evans Shop 3014 Commercial Ave., Suite C Engineer: James T. Schemmer, P.E. Project ID: 16-060 Anacortes, WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng,com Title Block Line 6 Printed:20 APR 2017, 8:49AM ASCE Seismic Base Shear File=c:lUsersladminlDOCUME-11ENERCA-1116-060--2.EC6 ENERCALC,INC.1983-2017,Build:6.17,3.17,Ver:6:17.3.17 1 i t F L tip' a . o-CYrl@ C r 1N.I»L.A Cep IlIt�I '( _o tt D L 1 l Shop Risk Category Calculations per ASCE 7-10 Risk Category of Building or Other Structure: "II" :All Buildings and other structures except those listed as Category I, III, and IV ASCE 7-10, Page 2, Table 1.5-1 Seismic Importance Factor = 1 ASCE 7-10, Page 5, Table 1.5-2 Gridded Ss & Slvalues ASCE-7-10 Standard ASCE 7-10 11.4.1 Max.Ground Motions,5%Damping : Latitude = 48.495 deg North SS = 1.087 g,0.2 sec response Longitude = 122.620 deg West S 1 = 0.4308 g, 1.0 sec response Location : Anacortes,WA 98221 Site Class, Site Coeff. and Design Category Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D ASCE 7-10 Table 20.3-1 Site Coefficients Fa &Fv Fa = 1.07 ASCE 7-10 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Fv = 1,57 Maximum Considered Earthquake Acceleration S MS = Fa*Ss = 1.158 ASCE 7-10 Eq. 11.4-1 S M1 = Fv*Si = 0.676 ASCE 7-10 Eq. 11.4-2 Design Spectral Acceleration S DS S MS2/3 = 0.772 ASCE 7-10 Eq, 11.4-3 S D1 S M*2/3 = 0.451 ASCE 7-10 Eq. 11.4-4 Seismic Design Category = D 4SCE 7-10 Table 11.6-1 &-2 Resisting System ASCE 7-10 Table 12.2-1 Basic Seismic Force Resisting System . . . Bearing Wall Systems Light-framed walls sheathed wlwood structural panels rated for shear resistance or steel sheets. Response Modification Coefficient " R" = 6.50 Building height Limits: System Overstrength Factor "Wo " = 3.00 Category"A&B" Limit: No Limit Deflection Amplification Factor "Cd " = 4.00 Category"C"Limit: No Limit Category"D"Limit: Limit= 65 NOTE!See ASCE 7-10 for all applicable footnotes. Category"E"Limit: Limit=65 Category"F" Limit: Limit=65 Lateral Force Procedure ASCE 7-10 Section 12.8.2 Equivalent Lateral Force Procedure The"Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-1012.8 Determine Building Period Use ASCE 12.8-7 Structure Type for Building Period Calculation : All Other Structural Systems "Ct"value = 0.020 " hn" : Height from base to highest level = 12.50 ft "x"value = 0.75 "Ta"Approximate fundemental period using Eq. 12.8-7 : Ta=Ct*(hn"x) = 0.133 sec "TL" : Long-period transition period per ASCE 7-10 Maps 22-12->22-16 8.000 sec Building Period"Ta"Calculated from Approximate Method selected = 0.133 sec II n_, II Q "__cc:_:_-.a dC('P7_1/1 Cortinn 19 P 1 1 S DS:Short Period Design Spectral Response = 0.772 From Eq. 12.8-2, Preliminary Cs = 0.119 " R": Response Modification Factor = 6.50 From Eq. 12.8-3&12.8-4, Cs need not exceed = 0.521 " I " :Seismic Importance Factor = 1 From Eq. 12.8-5&12.8-6, Cs not be less than = 0.034 Cs : Seismic Response Coefficient = = 0.1188 Seismic Base Shear ASCE 7-10 Section 12.8.1 Cs = 0.1188 from 12.8.1.1 W(see Sum Wi below) = 21.76 k Seismic Base Shear V= Cs*W = 2.58 k Schemmer Consulting Group PLLC Project Title: Evans Shop 3014 Commercial Ave., Suite C Engineer: James T. Schemmer, P.E. Project ID: 16-060 Anacortes, WA 98221 Project Descr: 360.293,9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:20 APR 2017, 8:49AM ASCE Seismic Base Shear File=c:\UsersladminlD000ME-11ENERCA-1116-060-2.EC6 ENERCALC,INC. 1983-2017,Build:6.17.3.17,Ver:6.17.3.17 o ii f Af"0, 1 a ', tK WillgittnaTic 2 aq_ndit‘illtiEl_ o f I L`110 C ao.po I r- Vertical Distribution of Seismic Forces ASCE 7-10 Section 12.8.3 " k" : hx exponent based on Ta= 1.00 Table of building Weights by Floor Level... Level# Wi :Weight Hi :Height (Wi*Hink) Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment 1 21.76 11,00 239.40 1.0000 2.58 2.58 0.00 Sum Wi= 21.76 k Sum Wi *Hi = 239.40 k-ft Total Base Shear= 2.58 k Base Moment= 28.4 k-ft Diaphragm Forces : Seismic Design Category "B" to "F" ASCE 7-10 12.10.1.1 Level# Wi Fi Sum Fi Sum Wi Fpx: Calcd Fpx : Min Fpx : Max Fpx Dsgn, Force 1 21.76 2.58 2.58 21.76 2.58 3.36 6.72 3.36 3.36 Wpx Weight at level of diaphragm and other structure elements attached to it. Fi Design Lateral Force applied at the level. Sum Fi Sum of"Lat. Force" of current level plus all levels above MIN Req'd-Force @ Level 0.20 *S Ds I *Wpx MAX Req'd Force @ Level 0,40*S Ds I *Wpx Fpx : Design Force @ Level Wpx*SUM(x->n) Fi I SUM(x->n) wi, x= Current level, n =Top Level Schemmer Consulting Group PLLC Project Title: Evans Shop 3014 Commercial Ave., Suite C Engineer: James T. Schemmer, P.E. Project ID: 16-060 Anacortes, WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:20 APR 2017, 8:54AM IBC 2015 1609.6 Alternate All-Heights Wind File=c:\Usersladmin\DOCUME-1IENERCA--1116-060-2.EC6 - g ENERCALC,INC. 1983-2017,Build:6.17.3.17,Ver:6.17.3.17 IVG.atIanr 1 0 o < @ I r ` a t Igitiv_tiA. 1 j11.tti_e`, 4011P I-U LK) Description : Shop Analytical Values Calculations per IBC 2015 1609.6 User verified these IBC 2015 All-Heights Wind Method Limitations : Analytical Values . . . 1609.6.1 (1) : Total Height<=75 ft with (Height/Least Width) <=4 Exposure Category, ASCE 7-10 Sect 26.7.3 Exposure B -or- Fundamental frequency>= 1 hertz Mean Roof Height 12.50 ft 1609.6.1 (2) : Not sensitive to dynamic effects Topographic Factor per ASCE 7-10 Sec 26.8.2 . 1609.6.1 (3) : Site not affected by channeling/buffeting from upwind items K1 = 0.250 K2 = 1.0 K3 = 1.0 1609.6.1 (4) : Simple diaphragm building per ASCE 7-05 Sec 26.2 Force Kzt to 1.0 per ASCE 7-10 26.8.2 Yes 1609.6,1 (5) : Aware of ASCE 7 provisions for open buildings,multispan gable Topographic Factor Kzt = (1+K1*K2*K3)A2 = 1.000 roofs,stepped roofs,sawtooth roofs,domed roofs,roofs with V : Basic Wind Speed 110.0 mph slopes>45 deg,solid free standing walls&signs. per ASCE 7-10 26.5.1 1609.6.4.1 : Aware of need to check torsion per ASCE 7 Fig.27.4-8 MWFRS Table per IBC 2015 1609.6.2, Section 1 Design Pressure P = 0.00256 VA2 Kz C et K zt WINDWARD WALLS & PARAPETS WALLS PARAPETS psf Kz based on ibc 20151609.6.4,2 Item 1 Enclosed Partially Enclosed Height Kz +Internal -Internal +Internal -Internal Enclosed Partially Enclosed 0 - 15 ' 0.570 7.60 12.90 1.94 18.55 22.62 22.62 20' 0.620 8.26 14.03 2.11 20.18 24.60 24.60 25 ' 0.660 8.80 14.94 2.25 21.48 26.19 26.19 30 ' 0.700 9.33 15.84 2.39 22.79 27.78 27.78 40 ' 0.760 10.13 17.20 2.59 24.74 30.16 30.16 50 ' 0.810 10.80 18.33 2.76 26.37 32.14 32.14 60 ' 0.850 11.33 19.24 2.90 27.67 33.73 33.73 70 ' 0,890 11.86 20.14 3.03 28.97 35.32 35.32 80 ' 0.930 12.40 21.05 3.17 30.27 36.90 36.90 90 ' 0.960 12.80 21.72 3.27 31.25 38.09 38.09 100 ' 0.990 13.20 22.40 3.38 32.22 39.28 39.28 Enclosed Partially Enclosed LEEWARD & SIDEWALLS +Internal -Internal +Internal -Internal Kz based on IBC 2015 1609.6.4.2 Item 2 0.570 Leeward Wall -9.01 -3.71 -14.67 1.94 Side Wall -11.66 -6.18 -17.14 0.71 Parapet Wall : Leeward Both Directions -15.02 Both Directions -15.02 Schemmer Consulting Group PLLC Project Title: Evans Shop 3014 Commercial Ave.,Suite C Engineer: James T.Schemmer,P.E. Project ID: 16-060 Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:20 APR 2017,8:54AM IBC 2015 1609.6 Alternate All-Heights Wind File=c:lUsersladminIDOCUME-11ENERCA-1116-060-2.EC6 ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3.17 Lic.#:KW-06009216 Licensee:SCHEMMER CONSULTING GROUP PLLC Description: Shop MWFRS per IBC 2015 Table 1609.6.2 Section 1 Kz per IBC 2015 1609.6.4.2 Item 2 = 0.570 Design Pressure P = 0.00256 V^2 K C et Kzt WIND PERPENDICULAR TO RIDGE psf Enclosed Partially Enclosed +Internal -Internal +Internal -Internal Leeward Roof or Flat Roof -11.66 -6.18 -17.14 -0.71 Windward Roof Slopes Slope<2:12 (10 deg) Condition 1 -19.26 -13.96 -24.91 -8.30 Condition 2 -4.95 0.35 -10.60 6.01 Slope<4:12 (18 deg) Condition 1 -12.90 -7.42 -18.38 -1.94 Condition 2 -0.88 4.42 -6.54 10.07 Slope<5:12 (23 deg) Condition 1 -10.25 -4.95 -15.90 0.71 Condition 2 0.53 6.01 -5.12 11.49 Slope<6:12 (27 deg) Condition 1 -8.30 -2.83 -13.78 2.65 Condition 2 1.06 6.54 -4.42 12.02 Slope<7:12 (30 deg) Condition 1 -6.54 -1.06 -12.02 -4.59 Condition 2 1.24 6.54 -4.42 12.19 Slope<9:12 (37 deg) Condition 1 -4.77 0.71 -10.25 6.18 Condition 2 2.47 7.77 -3.18 13.43 Slope<12:12 (45 deg) 2.47 7.77 -3.18 13.43 WIND PARALLEL TO RIDGE All slopes including Flat Roofs -19.26 -13.96 -24.91 -8 30 Roof& Overhang Components&Cladding per IBC 2015 Table 1609.6.2, Section 2&3 Design Pressure P e 0.00256 VA2 K C et Kzt Description Continuity Item Type Eff.Area Partially Kz Enclosed Enclosed No Discontinuity Gable, Slope<6:12 10.00 0.570 +: 0.00 0.00 0.00 0.00 Wall&Parapet Components&Cladding per IBC 2015 Table 1609.6.2, Section 4&5 Design Pressure P = 0.00256 V"2 K Cz net Kzt Description ContinuityItem Type Z,Ht.Above Ground Eff.Area Kz Enclosed Partially nc osed yp Level,ft ftA2 No Discontinuity Wall Elements,h<=60 ft 25 10.00 0.66 +: 20.46 27.01 -22.30 -28.64 Schemmer Consulting Group PLLC Project Title: Evans Shop 3014 Commercial Ave., Suite C Engineer: James T. Schemmer, P.E. Project ID: 16-060 Anacortes, WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:20 APR 2017, 9:22AM Wood Beam ENERCALC, ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3.17 Lie.# .KW-06 009216 Licensee SCHEN M 2 CONO.ULT N ,GROUP PUG Description : B-1 CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Fb -Tension 2400 psi E:Modulus of Elasticity Load Combination IBC 2015 Fb-Compr 1850 psi Ebend-xx 1800ksi Fc-PrIl 1650 psi Eminbend -xx 950 ksi Wood Species : DF/DF. Fc-Perp 650 psi Ebend-yy 1600ksi Wood Grade : 24F - V4 Fv 265 psi Eminbend -yy 850 ksi Ft 1100 psi Density 31 .2 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling + + D(0.225)Lr(10y.3)S(0.375) $ K it 7 L 5.5x9.5 Span=5.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.2250, Lr= 0.30, S =0.3750 , Tributary Width = 1.0 ft DESIGN SUMMARY I i°X-` °1(11 (Q1^< 1 Maximum Bending Stress Ratio = 0.119t 1 Maximum Shear Stress Ratio = 0.111 : 1 Section used for this span 5.5x9.5 Section used for this span 5.5x9.5 fb : Actual = 329.09psi fv : Actual = 33.88 psi FB : Allowable = 2,760.00 psi Fv : Allowable = 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 2.750ft Location of maximum on span = 4.717ft Span#where maximum occurs = Span# 1 Span#where maximum occurs = Span# 1 • Maximum Deflection Max Downward Transient Deflection 0.011 in Ratio = 6011 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.018 in Ratio = 3757>=1 80 Max Upward Total Deflection 0.000 in Ratio = 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C EN C i Cr Cm C t C L M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.057 0.053 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.85 123.41 2160.00 0.44 12.71 238.50 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.051 0.048 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.85 123.41 2400.00 0.44 12.71 265.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.096 0.090 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.99 287.95 3000.00 1.03 29.65 331.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.119 0.111 1.15 1.000 1.00 1.00 1.00 1.00 1.00 2.27 329.09 2760.00 1.18 33.88 304.75 +D+0.750Lr+0,750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.082 0.077 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.70 246.81 3000.00 0.89 25.41 331.25 +D+0.750L+0.7505+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.101 0.094 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.91 277.67 2760.00 1.00 28.59 304.75 Schemmer Consulting Group PLLC Project Title: Evans Shop 3014 Commercial Ave„Suite C Engineer: James T.Schemmer,P.E. Project ID: 16-060 Anacortes,WA 98221 Project Descr: 360.293.9006 jt,schemmer@scgeng.com Title Block Line 6 Printed:20 APR 2017,9:22AM File=caUsersladminIDOCUME-11ENERCA-1116-060-2.EC6 Wood Beam ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver:6.17.3.17 ?I!f ' r.KW-06009216 r1k T s`ee:SCHEMM>E" C"O LS1J1 I'e-O tioT!J ,'L rc Description: B-1 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t CL M fb F'b V fv F'v +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.032 0.030 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.85 123.41 3840.00 0.44 12.71 424.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.032 0.030 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.85 123.41 3840.00 0.44 12.71 424.00 +D-+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.064 0.060 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.70 246.81 3840.00 0.89 25.41 424.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.072 0.067 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.91 277.67 3840.00 1.00 28.59 424.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.072 0.067 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.91 277.67 3840.00 1.00 28.59 424.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.019 0.018 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.51 74.04 3840.00 0.27 7.62 424.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.50 ft 1 0.019 0.018 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.51 74.04 3840.00 0.27 7.62 424.00 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S+H 1 0.0176 2.770 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.650 1.650 Overall MlNimum 0.371 0.371 +13+H 0.619 0.619 +D+L+H 0.619 0.619 +D+Lr+H 1.444 1.444 +D+S+H 1.650 1.650 +D+0.750Lr+0.750L+H 1.238 1.238 +D+0.750L+0.750S+H 1.392 1.392 +D+0.60W+H 0.619 0.619 +D+0.70E+H 0.619 0.619 +D+0,750Lr+0.750L+0.450W+H 1.238 1.238 +D+0.750L+0.750S+0.450W+H 1.392 1.392 +D+0.750L+0.750S+0.5250E+H 1.392 1.392 +0.60D+0.60W+0.60H 0.371 0.371 +0.60D+0.70E+0.60H 0.371 0.371 D Only 0.619 0.619 Lr Only 0.825 0.825 L Only S Only 1.031 1.031 W Only E Only H Only 20/ 5 i Z c (AT EAL A)/lub . ye 44/7{ 1K?t B Uc /acpst k ,, r_ /2. 5r 4119Y-- d> 4 x / Yrtic-,-) c 0 0 , g isc (SP osS-- =7 g 7 3 /4-3i Ai'b D /Coop _ /7 /3 (is"- + Wiz ) - 3 ., r‘ Sg6,147t Zee h , 9, 7_-_ oeTiz kit CS— I : le 0 t C I 3 . SA re!: 0 . 45/ C5 T 0, 1188 Fix sisan K = 3 . 3G x /. 3 =' 43C8 i ,lr,ativ _ 4fl3 = 3zw( ,a, wa2t � ru6 �, � () Pa i 1 (AA , a ' u HT14602 , G6.6uGtC{ godam daiihayr . A ii. ZY? Z /6 / 73 / TcvL T= 03• IZ5 = 2/63 3 clu 1•4:, 27 ? 2 l2 23 / 4 7-= )A-1 l'r 23/� 115 ° �°�� c 2472: 1584 22 / z\ W 7447/2. . 15-84 4 < , i 4 I Ekkvii, i pc . t 1 c ( 5 A • butt r isfq •frs) .7 22,5-- w4, r pc (m-72 F3) zoo Ws, - Z5-C z ) r- 3 76-~ 16 . 5- ?is 9, 5 qus 1F-kf z4Fv4j 16 - orb c1g 1. $ ( (A) A er Z9 X 444 Xt—g— dt: /3, 74— fru \kjiiiLs -c 2 ( 34 4-bdU)6\1 ) bats) e > Lt2i(--) w 9t 08 h 21 . 57S L. ;�Y o Anacortes Planning& Community Development Dept. G 4, Permit Center P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer,Building Official,Planning Director FAX(360)293-1938 t • c 1n I a if q August 29, 2016 0 n rd sf z A op Bob Evans / ru 9 207 East Park Drive Anacortes, WA 98221 RE: Plan Review notes for the proposed shop & guest house at 207 East Park Drive. Bob, Please address the following items so I can complete the plan review. 1. Provide a site plan that shows the entire lot and the following items: • The ordinary high water mark(OHWM) • A line representing 200 feet from OHWM • Percent slope within 200 Feet of OHWM 2. List building areas in square feet for each type of use, and indicate whether first floor or second floor. This information should be on the plan and the application form. 3. Indicate overall building height from average original grade at front of house footprint. 4. Provide an upper level floor plan with room dimensions and egress window indicated. Supply 2 additional copies of floor plans printed 11"x 17" If the structure is used a residence, a conditional use permit will be required and impact fees paid. Please contact me if you have any questions about these notes. Sincerely, Paul Ingalls Plans Examiner City of Anacortes 360-293-1901 E4 i ix 1 --) ififfligi._ Illifcr (------ pi OCT 1 7 2016 I of ii LthISUGIT=V2 Aoq Ii =u =i FA iu 1 29'-3411 -! 24' - t- 24'-2" f a xor13 5" rill icQL f-2 78 -1 91-6' / 5 -2„ / 3'-02, ,_31 9,_6„ 14,g„ 0 O F 5„ I, vi O a3po 2 2 7g 4-0x3-0XO [n iP 4x12DF 4x12DF ` \ �I NOR @6'-6 ' —1 ♦ 5 idJs + Ji -- �-. I Se I I I t -t _ _ _ — — �5"`Y a] .. o_ Ho 1 0 • FAN allid 31-9" ', r 00 43 oe • %L\_ I %\K. _ ' - -- -- FAN- - - - - - - - - - - - ` - - -- - - --%\ %�_ Y „o I I I 12a1 �� h - I I I - ats. U-� © . i _ , o S U Lu M 0 • 11-9" 3• iii : - - - - - - - - - \ �� SHOP •. • v 2 2 PROVIDE A 4"MIN CONC. SLAB '• 1 OVER A MIN.6"COMPACTED SOIL . . O© 46'-9" Q 41-6" -6 ] 41-6" 42-6" '_ 4 1 PROVIDE A MIN. 2" SLOPE TO DRAIN • -- a ¢, rn - - - - -Ore - - - 37_9' © 00 V -- - - - - - - - - - - — 11,_g„ g • 12 - - - - - - - - - - $ 13 U —© W Z w N I - — - - — - - - 0� - 0 -0 • W f.4 I — N / a luneRlt [ il 1 - r J - - N / • 43 K 3-0 N XI • I X � � I I -- €\ / N Z Z er, I 576 I / AUTO OPENER \ I 5 o0 0 T.:1 Z j - - 3.5 x 11.875 PSL I 1 \ \ . M ( _i , LL 7V 7 1 \ r,_ 1„ 1„ 5 102 12'-3 G-o 4 Z Z + 10z 12-3' 10Z 1„ „ 1„ Z 1. 1 / 2-6 O CO g g ROOF FRAMING PLAN WALL FRAMING PLAN FOUNDATION PLAN 0 - u- y4, 11-0" y4, = 1,�„ Z —I IL ya"= 1'-0" 0 Q O ROOF FRAMING NOTES WALL FRAMING NOTES FOUNDATION PLAN NOTES LL > f 10 6"thick concrete wall with#4 bar @ 18" O.C. vertical 0 4:12 prefabricated 2X wood trusses spaced at 24" on center. 01 2x6 Ext. wall framing spaced at 16" on center and#4 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) Provide 7/16" thick OSB sheathing. Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. Provide 1/2"x 10" anchor bolts @ 48" O.C., Connect to wall framing with Simpson II-1 framing anchor's. Provide 7/16" thick OSB sheathing on perimeter bearing walls. and no more than 12" from ends of plates U.N.O. Provide R-21 insulation. Typical U. N. O. See TYPICAL WALL SECTION for details. N 0 22" x 30" min. attic access where possible. N Provide a min, of 36" head room above ceiling. 2 2x4 Int. stud wall. Typical at Int. unless noted otherwise. GI 8 thick concrete wall with#5 bar @ 18" CO O.C. vertical Cl)U) N t) Space studs at 16" on center. 0 > 02 x 6 bearing wall, studs spaced at 16" on center. and# 5 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) >` CO Q Provide 7/16" OSB sheathing at perimeter bearing walls. ® 4 x12 DF #2 headers. Typical unless noted otherwise. Provide 1/2 x 10 anchor bolts @ 48 O.C., 0 > a See ROOF FRAMING PLANS for header size's. and no more than 12" from ends of plates U.N.O. Ll_ ® 5/4" x 8" facia board. (typical) See TYPICAL WALL SECTION for details. a 111 -CU CU fi ® All windows and doors with glass to be 0 -� a 0 All load bearing headers to be Low-E glazing per 2012 WSEC. 0 12"wide by 6" thick concrete footing with (2) #4 bar cont. horizontal 4 x 12 DF, unless noted otherwise. Pour over undisturbed earth. C2 W 8 0 Provide 4' x 5' x 4" min. concrete pads at doorways O N ® 30"wide by 8" thick concrete footing with (4) #5 bar cont. horizontal Z D N Q Pour over undisturbed earth. FAN I= Min.90CFM Exhaust Fan ® Step foundation walls per elevation change as required. VTO Vent to outside of structure @ = Smoke Detector ® 4"thick fiber-mesh concrete slab over a min. 6" compacted fill. Provide a min. 2" slope for drainage DESIGNED BY = Carbon Monoxide Detector Schemmer Consulting Group,PLLC 360-293-9006 JOB NO. 16-060.1 SHEET NO. , CAD FILE: 16-060.1 PLOT DATE: --- - 3 of 4 1 • I ALI 9 al ACOgs SINGLE FAMILY RESIDENTIAL PERMIT APPLICATION City of Anacortes Building Department P.O. Box 547 Anacortes,WA 98221 -Street Address: 904 6th Street Phone: (360) 293-1901 Fax: (360) 293-1938 SITE ADDRESS: .2O 7 i P k (7, CONTRACTOR ❑Applicant PROJECT DESCRIPTION Name ' Address '9a rR a7(- d .5 b 6� City/StatPiZip v • Phone FAX • State License# Exp PARCEL NUMBER I City of Anacortes Business License:o Yes ❑No -� :PROPERTY OWNER �—,{ ,Applicant LEGAL DESCRIPTION 1'i��� r /l 1./d�t5�S C�4 i. a�� .��f ��� �.v r� Name l Address Ze 7 /, P P49 I) a- City/State/Zip 131 v) t e F2 t PROJECT VALUATION Phone 3 e I'7 FAX 13 Number of Dwelling Units E-Mail Address 6�/ e vest 1,41.-, t.s- Number of Stories 'L Building Area: ❑Architect 0 Designer (a'Engineer 0 Applicant 1'Floor s.f 2nd Floor s.£ Name -s it o=-H-..-z ✓s _ 3id Floor si Basement s.£ • Address .?e/V Garage /' D O 0 s.£ Carport s.f. /471</i<r.,'mot-/�$C Deck ` s.f Lot Area s.£ [ Phone 7 }J 651 FAX • I E-mail Address _ CONTACT t ppiicant LENDER LENDER.INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name /( — tic VALUATION PER RCW. Address Name / City/StAtP/Zip Address Phone FAX City/State/Zip • E-rnsil Address Phone No. CONTINUED ON THE BACK Residential Mechanical Fixtures Fuel Type Ll Natural Gas ❑ Electric ❑ Wood ❑ Propane Gas ❑ Other Type of Equipment . Number of Type of Equipment Number of Fixtures Fixtures Furnace<=100K BTU Clothes Dryer Boilers/AC/Heat Pump Gas Water Heater Gas Outlets -- Gas Fireplace . Ventilation Fans J Fireplace Insert Stove,Appliance Other Units Range Hood lf� Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet Clothes Washer Bathtub _ Electric Water Heater Shower Utility Sink I Dishwasher Hose Bibb Hand Sink Water Piping Kitchen Sink w/Disposal `' Additional Fixtures I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITWIES COVERED BY THIS PERMIT APPLICATION.WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE.STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PROPER LI / ii&e". CANT'S SIGNATURE DATE • • • • Last Updated Nov 9,2012 New Single Family - Permit Checklist City of Anacortes Building Department 904 6th Street — Anacortes, Washington Phone: (360) 293-1901 Fax: (360) 293-1938 T T T T T a/ 'e n 1r AL D 'ii Aff. laili I I Single Family/Multi-Family Permit Checklist for Submittal Plans which do not contain the following minimum information will not be accepted for plan check. Project Address: 2 0 7 1.:F. ?wilt biz_ Name of Owner: /To 4 , i' G jgy-s Mailing Address: Z-0 '7 e Air A l7iz._ City: 14 c4 i✓3- s WA: ' Zip: Cf "2- Z r Lot: Block: Addition: Parcel No.: J 7 ' / Description of Work: G 4.1 S 1" t� TN" e_ Phone No.: 34 0 '7c) rY ?0 t> 3 Cel� I No.: 3 w 6 2,ei 3 -- le, . ' FJax+- Please place check marks by completed items, and cross out those that do not apply. p° ❑ Two Full sets of Plans (Min 18x24) FLOOR FRAMING _o -_- --- ❑ .Provide-Landscaping Plan i 1 0" ❑ Complete Application Form E.V ❑ Fire Resistive Construction where Required ❑ Provide Floor Plan for County /; ❑ Joist Size, Spacing, Grade & Species ❑c, ❑ Headers, Doubled Joists, Blocking, etc. SITEPLAN (8 '/2 x1,1 or 11x17) ) ram/ n❑ Floor Sheathing & Underlayment '(Provide 3 copies) , r/.k.e_ l re `", ❑ Any Conditions That May Impose Heavy Loads �o. ❑ Setbacks '`- /3*i+ 6 tics t.I ❑ Insulation to be Installed e' ❑ North Arrow �` ❑ Lot Elevations ROOF FRAMING ❑ Lot Coverage e ❑ Lot Size ❑ Layout of Trusses & Bearing Points, Show Hips, IV ❑ Property Lines (Recorded Survey) Valleys & Ridges & Insulation ❑ Easements, Streets, Alleys • �' ❑ Ceiling Joist Size, Spacing, Span Species & Grade �. ❑ Location of UtilitiesLL ❑ Insulation ❑ Erosion Control, Small Parcel ❑ Ceiling Finish Material Storm Water Plan ❑ Rafter Size, Spacing, Span, Species & Grade ❑! ❑ Location, Size, Etc., of Beams or Purlins ❑ ❑ FLOOR PLANS ©'`' ❑ Indicate Scale of Drawing cit.----*. ❑ Provide Dimensions All Roof Systems ❑ Size/Locations of Doors & Windows [] c ❑ Attic Ventilation (low & height) tom° ❑ Label rooms & Spaces ❑ Indicate if Attic Will Be Used For Storage ❑ Indicate New Construction From Existing ❑ Show Attic Access DI/ ❑ Show Decks, Patios & Landings Rio"' ❑ Show Smoke Detector Locations Z. Roofing ❑ Show Attic Access(s) ❑ Sheathing Type & Thickness ❑ Show Mechanical Equipment Locations EV ❑ Roofing Type & Weight (provide attachment a/-- ❑ Indicate Bearing Walls schedule if tile or metal) t:i/` ❑ Indicate Shear Walls ❑ Underlayment e/r ❑ Indicate All Header & Beam Sizes, Species & Grade r ❑ Show All Plumbing Fixtures Including Floor Drains .Deck--Detail— Energy Code Compliance ❑ ❑ Guardrail pacing eight ❑ ❑ Residential Energy Code Form ❑ ❑ Joist Size, Spacing-&'S ecies ❑ ❑ Types of Connectors, Post to Beam, Joist Hangers Type of Decking Material Elevations • Mechanical o Exhaust Fans; CFM & Sone Ratings 2 ❑ Show all exterior elevations including ❑ Location & Size of Heating Appliances proposed and finished grades from property ❑ Dryers line to property line. Mr- ❑ Cooking & Other Appliances ❑ Show a section through the lot at the driveway ❑ Range Exhaust Hood (to begin at the street paving or curb) Stair Detail ❑ Location, Width & Headroom ❑ Size of Materials & Species ce•-'* ❑ Rise & Run a/' o Handrail Type & Height Applicant's Signature: 67 Date: '� e� / PP ' 9 54- Received By: Date: Updated March 23,2009 2 APPENDIX B—SINGLE FAMILY AND DUPLEXES JULY 2011 '''t, (lil --1' 0 P. .. ' . 14,40,41.4w..2y,.-0..!:34,- '''.:4!:' ''''''A F rk\4 ,,,,, g---n).p)5-i-F 6,--, -r-l-ry o 8---1A\d'AU,L, tj 1.—0 .,,,...,,,.. 1 , ---, -, —, . ,k --; EN;C.6 7:_ilEERili'NG _DJ E PA Rli kil. E rl J APPE, ,' 131)( B , 7)7, ,:, 0. 1 -- y (,.' - SANG- 1_1 E FA--H1' ' ILY AMD, _..0,-,jp,, „,,,iza Pubiic Works Pi...P-„Afet,P,e, ,-,---uEcielHnies ,, .._, .„..._ (V .',' --:A: •-•:":4,i,:,,,,,,,,'. .P.vi APPENDIX B Single Family and Duplex Public Works Submittal Requirements APPENDIX B —SINGLE FAMILY AND DUPLEXES JULY 2011 PUBLIC WORKS DEPARTMENT REVIEW: This section covers the Public Works Review of Residential and Duplex development on existing lots. A. Development requirements related to the required street improvements are covered in other applicable sections of the Engineering Standards. B. Permits that require installation of extensive improvements will require that the plans be drawn and designed by a licensed Professional Engineer. C. A completed Small Parcel Storm Water Plan (SPSWP) if the new impervious area created is between 1,000 SF and 5,000 SF. This report needs to be filled out and submitted with the Building Permit application for review. D. Also included with the Building Permit for review is a site map of the property to be constructed. (See the attached Residential and Duplex Site Plan Checklist.) E. The driveway or parking area must be designed and constructed to match the future grade of the street. Failure to do this may result in severe driveway grades in the future. F. City code requires that the streets abutting the building site be improved to full City Standards prior to the issuance of the building permit. This includes, but not limited to, the concrete curb, gutter and sidewalk, storm sewer, sanitary sewer, waterlines, fire hydrants and street widening. G. Existing concrete curb, gutter and sidewalk and asphalt abutting the building site must be brought to acceptable ADA and safety standards prior to the issuing of the Certificate of Occupancy. This includes repair of all broken and damaged areas. Unused existing driveways must be removed and replaced with a standard curb, gutter and sidewalk. REQUIRED SUBMITTALS FOR REVIEW: 1. A completed Small Parcel Storm Water Plan. (Word Document on request). 2. A completed Residential and Duplex Site Plan Checklist, 3. A completed Site Plan. 4. If applicable, construction plans for any or all required off-site improvements that are drawn, designed and stamped by a Professional Engineer. If any of the items under the "Required Submittals For Review" are not included in the submittal, it will be considered incomplete and sent back to the applicant for additional information. This will delay the review process towards approving the Building Permit. A complete submittal will better insure a faster review time towards approving the Building Permit. Sincerely, The City of Anacortes Public Works Engineering and Development Services. Single Family and Duplex Public Works Submittal Requirements APPENDIX B —SINGLE FAMILY AND DUPLEXES JULY 2011 City of Anacortes Public Works Department Residential and Duplex Site Plan Checklist Use this attached checklist and sample site plan to aid you when preparing a building permit application. This checklist will aid the applicant in preparing a site plan. Permits that require installation of substantial improvements may require plans drawn and designed by a licensed engineer. Please check with City staff prior to submitting your application. Draw the plan to a standard Engineering Scale [1"=10', 1"=20" etc.] Include the owners name, the parcel ID number, site address, and north arrow. E. Show the lot dimensions, and the adjoining street names. i Show the location of the existing curb, gutter and sidewalk and the proposed driveway. L. Show the location of the required rock construction entrance. Show all easements, and critical areas such as streams, wetlands and steep slopes. I Show the location, dimensions, and distance to property line of all existing and proposed structures, including drain fields, septic tanks and wells. ISfiow the corner elevations of the site, the general slope of the site and show the direction of surface water flow using arrows [plus or minus elevations from one set point are acceptable]. C Show the proposed soil stockpile area. H''Explain how runoff from exposed soil will be handled during construction. o Example: silt fence, catch basin inserts, straw wattles, and diversion swales, covering exposed soil with plastic. o Show the location and type of proposed erosion control measures. n Explain how roof and driveway runoff will be handled. o Example: dissipation pad, infiltration system, curb drain, dry well, connection to storm sewer drain. o Show the location, size and type of the proposed drainage control features. - Show the connection to the sanitary sewer and the water service connection. C' Show the distance from the front of the building to the nearest fire hydrant. Single Family and Duplex Public Works Submittal Requirements APPENDIX B —SINGLE FAMILY AND DUPLEXES JULY 2011 City of Anacortes Public Works DepartmentlBuilding Department Small Parcel Storm Water Plan Section 13.36.100 Chapter 13.36 Drainage Requirements and Regulations Project Name: Owner: (Name, Address and Phone) Site Address: Parcel ID Number: Sec. Twn Rng , W.M. Prepared By: (Name, Firm, Address, Phone) The Small Parcel Storm Water Plan needs to be submitted with the Building permit. To assist City Staff in reviewing your plans, please include any notes or comments you may have regarding individual requirements as they may pertain to this development. Single Family and Duplex Public Works Submittal Requirements APPENDIX B —SINGLE FAMILY AND DUPLEXES JULY 2011 Guidance for Developments subject to Small Parcel Storm Water Plan (Do not include with submittal) A. Development Subject to Small Parcel Requirements. Each of the following new types of developments shall control erosion and sediment transport during construction, and permanently stabilize soil exposed during construction in accordance with the requirements of this section: 1. Individual, detached, single-family residences and duplexes; 2. Creation or addition of more than one thousand and less than five thousand square feet of impervious area; 3. Grading, clearing or land-disturbing activities of more than one thousand square feet and less than one acre. B. Plans for such development shall include a site plan and a small parcel storm water plan (SPSP). Based upon the review of the small parcel storm water plan, a determination will be made as to whether or not further drainage plans or information are needed. C. Site Plan. The site plan shall indicate the character of the existing site, topography, natural drainage features on or adjacent to the site, the location and dimensions of all existing and proposed impervious surfaces, flow arrows indicating the direction of storm water flows on-site, and any off-site flows entering the site, the proposed method of utilizing the existing drainage system, the temporary erosion/sedimentation control plan and the permanent soil stabilization measures to be employed. D. Services of Professional Engineer. if the parcel contains or is adjacent to either a floodplain, a stream, a lake, a closed depression, a wetland, or an erosion or landslide hazard area (as indicated by land slopes and general soil types) a registered professional civil engineer shall prepare the plan. E. Compliance. Compliance shall be demonstrated through the implementation of an approved small parcel storm water plan. F. Small Parcel Storm water Plan (SPSP). in addition to meeting the requirements of Section 13.36.070, General design and construction standards, Section 13.36.080, General water quantity standards, and Section 13.36.090, General water quality standards, all plans subject to SPSP shall meet the following requirements: Single Family and Duplex Public Works Submittal Requirements APPENDIX B —SINGLE FAMILY AND DUPLEXES JULY 2011 1. SPSP No. 1 --Construction Access Route. • a. Construction vehicle access shall be limited to one route, unless approved by the official. 11(4,)4 c EX;S4 . r �0.4 v1 ? I 4 c b. A gravel construction road shall be installed which will remove as much mud and dirt from the vehicles as possible prior to entering the public roadway. The effectiveness and efficiency of the removal shall be to the satisfaction of the official. , 4 I. -,n plwee gY N014- • c. If conditions are such that an insufficient amount of material is removed from the tires by contact with the aggregate, the tires shall be washed prior • to entering the public right-of-way. The water from this process shall be directed to a sedimentation pond or other appropriate sediment-trapping BMP for treatment prior to release to the public storm water system. 1 Ave/ Azi4-4 iti pAke _ /Va dieT d. The entrance shall be maintained in a condition that shall prevent the tracking or flow of mud onto the public right-of-way. Periodic maintenance of the entrance, including the removal and replacement of aggregate, and cleaning and/or repair of sediment-trapping devices shall be performed as conditions dictate or as directed by the official. /VD tole d e. Sediment tracked onto the public roadways shall be cleaned on at least a daily basis. No-is Single Family and Duplex Public Works Submittal Requirements APPENDIX B — SINGLE FAMILY AND DUPLEXES JULY 2011 2. SPSP No. 2 --Stabilization of Denuded Areas.All exposed soils shall be prevented from moving off-site or into natural or artificial drainage systems through suitable application of BMP's, including but not limited to sod or other vegetation, plastic covering, mulching, or application of ground base on areas to be paved. AI a1o(014 ea gf{t rQ ock citt.c - J ca w ly 3. SPSP No. 3 -- Protection of Adjacent Properties. Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes, berms, or mulching, or by a combination of these measures and other®,appropriate BMP's. /ki� l�c�t�r7 Ir 174,)L.r4 pvddel)-ej pai f t .troii d 20 elf' ' bN-te r t !2 a. Surrounding properties shall be protected from storm water runoff from the development. This shall be accomplished by constructing private drain lines on the perimeter of the development and discharging the storm runoff into a public storm sewer system. Open space tracts and buffers shall not be used for this purpose, unless otherwise approved. Private drain lines . shall be contained in private drainage easements with appropriate statements placed on approving documents. 7r`J�v s9 tad i t 464 'WI / G n 1c try. b. Drainage conveyance shall be provided to all impervious areas of the development. Each lot or other developed area shall be provided with direct connection to the main public storm water conveyance system; sidewalk drains will only be allowed with approval of the official. Adequate provisions, to the satisfaction of the official, must be provided for directing storm water runoff away from all neighboring lots. This may be accomplished by providing private drainage easements on common lot lines and/or construction of drainage swales, curtain drains or perforated pipe and connecting to the public storm conveyance system. /7-A;Al 7(r., fl. ..a-e J by;(did. e.d!/ ABC eo a•t ee,I eel -P ,,IF Sa m. d.ri4A0ti Single Family and Duplex Public Works Submittal Requirements APPENDIX B —SINGLE FAMILY AND DUPLEXES JULY 2011 c. Verification shall be provided to the city engineer that the as-built detention/retention facility is in compliance with the project requirements. p d. All site-generated storm runoff shall be directly conveyed to a public storm conveyance system, unless otherwise approved by the official. Easements and/or hold-harmless agreements shall be obtained from affected property owners to allow passage of all site-generated storm runoff that is not directly conveyed to a contiguous public storm conveyance system. if II 5 1..1 SC IL d i'# -c+y Z-D 111.0°ye� (Col I. L i. Vie_ t' p K 4,IA 4 d i4.J e. Adjacent properties shall be protected from sediment deposition by appropriate BMP's including, but not limited to, vegetative buffer strips, sediment barriers or filters, dikes, berms, or mulching, or by a combination of these and other appropriate measures. re t ti i> t4L, r� Av► ktlt-S6or y bwa ICI 4. SPSP No. 4-- Maintenance.All erosion and sediment control BMP's shall be inspected and maintained regularly by the developer to ensure continued performance of their intended function. P" -4're4 r4rs(' in P/r1c.� -- -�Xist/-? (I st-ee i t rt 5. SPSP No. 5 --Other BMP's. Other appropriate BMP's to mitigate the effects of increased runoff or inadequacy of already installed BMP's shall be applied as required or ordered by the official. Y4•••-.e urn/f/ 4t AA) 4 u 6. SPSP No. 6 -- Financial Liability. Performance bonding, or other appropriate instruments, may be required for all projects to ensure compliance with the approved small parcel storm water plan. (Ord. 2441 § 10, 1997) Nam Single Family and Duplex Public Works Submittal Requirements (- 1-1 SAMPLE NOTES: FIN P.C. DD P.2 1. MIL BEOOI�ECIED 10 DE MUSING SOB AS SHOWN a O N BR00, FL101A 2 SAIER COMM IEIER AS SHORN. — PROPO6FA 4 PVC PFRF PFRIE'IER Of WI ' — — . 3.SIOMB ROE'AID DOWNSPOUT MILE CONCHS)1D TIE DX116 SRS-OUT,AS SHOW • 4.DORIC COIGTRIICEION,THE UAW BILL E CONIROLIED UMTN SILT FSIICES AND SWAM SIDLES 1D PROEM-TIE AOJACERT '409— ND DOWMSIRFAN PROFERIES. 5.11E DOWNSIRFNI wince WSW NIL ME CATCH BASH -419-- MOT (DoE �}m CATCH ADO UlOWL SEDIEHG1gN TW4 IMES IT 6.RIAS OFF��ES MIL BE CtEN*1)NY OF EROSION g �— g 7.BEFORE CONSIRUCIAN BEMIS,A SRE WALK BILL DIE MAK 1O IIBLIFY THE COFDRWN OF DE SIREEL,CURB " a, E REPLACED ID 1 AL PROM PRI DAMN M ID TIE ISSUANCE OF DE CERWICATE OF OCCUFANOT. al SYMBOL LEGEND; `� y6-IDIGAIES ILIIE0110N OF SLEET FLOW MUSED 4 PVC FORING NO OUIER LEES AREA CALCULATIONS _, RI DOSING IAPER.IOtS ART7e =E.VACANT INC. PROPOSED PAIRI011O I' %: zoo 150DD I .; PROPOSED NEW HOUSE ; �W GRAVEL ENNIMAY I CO soCONCRETE° 900 SF W'`I� �o f 1234 16TH STREET / CNCREIE PATLL 180 SF / / Tait: 5320 S I I / / ,,,,:� SNCE BE 1OiN.INCREASE OF HEM MEMOS AREAS ABOVE I / ,. DE RuruwF TNREEDID.SEE DE SHALL PARCEL SAM - -/ f WATER RFPORT THAT IS AWED.ITWILLW DDIAN 11E MINX • _ U l/«, '!, "I / J ND EROSION CONTROL IETHODS INREITER DETAIL e. 5 1 _ i * MAY � / E - SOE Sit�AP2E AREA TEMPORARY HE Ud1ARIL ENEPARIE 1 PROPOSED WILL E PEAMO SO _ IT 6RA EL PAID= ItT 1E CAN AREA �1h�D AS L �E]ml�SEUtOt sum 611UR lE IA}VE 7D llf PROPERTY DEPIN a F1D P.C. — — EL1015 EXISIIIG IWER IkITR N ' ' KM DABS �' y / E1ISIIIC 5 SDEIIgK f1 16-I CH BARTER WM\GUTER — —. — NSTALIAION OF HEM warm E2.I 'GONG.SD t Dasre G ONVEMAY SECTOR N PISTIL CON BASIN APPROICEL SEBUM TO E TEM& ! THE CURB IRE WIL E REAMED ISERf TO BE ID 6-IICH TRU IN THE IE7I AND ROWED MTH OWN)) OR RIMED AS PER ORDWA . DIMIE7CRIF "SS SPEC'S Y. [[[I9416iER CIAB E1051N0 100 CONC.SS • - • -� . . — . . _ . . __ . . _,__I PROPERTY. s 78 EAST of MS �IED>OS1 s DPE ACROSS'ME� 16TH STREET APPENDIX B - SINGLE FAMILY AND DUPLEXES 2006 SAMPLE RESIDENTIAL AND DUPLEX SITE PLAN.DWG EXAMPLE SITE PLAN SCALE: 1• = 20' (EXAMPLE N.T.S.) OWNER NAME: BIG DEAL JONES DRAWN BY: JOE DRAFTER SITE ADDRESS: 1234 16TH ST. 1234 16TH STREET DATE: 11-30-2004 PARCEL ID: P12345678 DRAWING NAME: NO NAME.DWG SF-04 _..1L • I otSY o� Anacortes Planning& Community Development Dept. Permit Center 'sw P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer,Building Official, Planning Director FAX(360)293-1938 2012 Washington State Energy Code Simple Worksheet This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the Washington State Energy Code. After completing this form, please add all relevant information to your construction plans. PART 1 Whole-House Ventilation: Select one of the following methods. A. Fresh air will be circulated by the central forced air furnace. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air a total of 8 hours daily. B. Fresh air will be supplied by wall or window vent ports in each bedroom, kitchen, living room and other habitable robms along with a whole-house exhaust fan. The exhaust fan, which usually does double duty as a laundry or bathroom fan, and must be controlled by a timer set to operate according to the fan sizes and time schedules below. The table below assumes a residence of 3000 square feet or less. Continuous operation 12 hours per day 1 bedroom 45 cfm 90 cfm 2 -3 bedrooms 60 cfm 120 cfm 4-5 bedrooms 75 cfm 150 cfm C. A heat-recovery ventilation system with minimum CFM flow rates as shown in option B. PART 2 Insulation and Windows: Framing Glazing % U-factor Ceiling Walls Floor 2x6 construction* unlimited 0.30 R-49** R-21 R-30 R-10 ** R-38 insulation may be used with advanced framing, meaning that elevated trusses or rafters must be used so that the full R-38 insulation will extend to the outside of the top plate of the wall. PART 3 Air Leakage: The building envelope must limit air leakage rate to not exceed 5 air changes per hour (ACH). A blower door test will be required. ENERGY CODE CHECKLIST Section R402.4.1.2 of the Energy Code requires that the building envelope be tested (normally referred to as a "blower door test")to determine that air leakage is within acceptable levels. A leakage of.00030 SLA measured at 50 pascals is considered acceptable. Sealing of doors, windows, ducts or registers is not allowed during testing. Section R403.2.2 requires leakage testing of the mechanical ducts to insure that the ducts are sealed. Testing may occur at rough-in or post-construction. Testing must comply with standard WS U RS-33. Section R404.1 requires that 75% of all luminaires (lights and lamps) be high efficiency. Section R403.1 requires that a certificate be posted within three feet of the electrical panel, completed by the builder or design professional, and include the following information. R-values for ceiling, walls, floors, foundation, U-factors for windows, the type and efficiency of heating/cooling equipment, duct leakage rates from the duct testing, and the air leakage rates from the blower door testing. Other Energy Code items to check or be aware of include the following. 6 mil black polyethylene covers the crawlspace area. Water lines in unheated areas are insulated. - Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. Whole house fan, if required, with a sone rating of 1.5 or less is installed, with timer or de-humidistat. - Exterior doors are weather stripped. • Baffles to maintain vent openings in attic are properly installed. -- Insulation is installed behind partitions and in corners; fitted around wiring and pipes. Insulation is installed behind bathtubs and showers. • Openings around interior plumbing pipes in exterior walls are sealed. .� Furnace is the correct size. • Fresh air system is installed, connected to the cold air return within four feet of the air handling unit. Interior doors are undercut to allow air movement. • Exhaust fans terminate outside the building. Showers and lavatories have 3 gpm flow limiters. SIGNATURE: For more information contact: City of Anacortes Building Department PO Box 547,904 6th Street•Anacortes,WA 98221 360-293-1901 - _ z 26 72 Y72.5' I 156.52' � �� �� Q/o JJ�t ExISTING �A,� ,uo APR 2 1 1011 i PROPERTY PROPERTY EX7STIN6 , _.;c2 • sTAKE STAKE PROPERTY (d >t' STAKE _,' .. 0. tiii. " - - - - - - - 5 w• \ .. .4 . ... 4, •ri boki o in( •-11 - .. , chl O. o gig tt a "Z-Xlct- tit c - 5- . (��1559 ., ING EXl5TIN4 14 . t.L.1 \ ' c i-_-. a n L _:E. =PERVIOUS DRIVEWAY ZJi oo ? d `� > ° - w1i , I o u,. Li 00 ilk Q L1 �.41/4 Q I- auy 11 c. \f / • _ kX ROCKWf\ ‘tat I, _ i 4)--'..) ¶: IJ ›.41‘‘ 1__ kikit: m iii:i bit / :. \\\ \ \ Z ... m y t �xisfivl Residevr.+✓ j CL o 0 , , , MaIN FleorFn. I.Elevatiow� 113.00 rt p Z Z Y 0 • \ 6 ty— �r (/ . 'ropos�d Shop 1.. . :..+:t;,� �'i a . 906 S.F. v i �� y o FIN.FLR.ELV. @ 102.00' LOT 5 ! \ Z 3 `' r` � ^� c, LOT SIZE-26733%f ' 4 s I \ . ...se Z• _ • Existi �e �Oa . � 3 (. . Zs S. • a a • 3 ' g a . \ � � _ (� U I o p w� j > a. 1. • c� U Np� EXISTING ; ( 404, � = ��SeTBACK QERVIOuS ` XISTIN6 ` 'm • �11 � DRIVEWAY \ \ E NAto \ EXIS PERVIOUS DRIVEWAY - \ \ `` Z„ Existing Garage W C2 FAN • / - + Fin,FLElevatiw�n-u3.00 ` YY��.y1 _ } F.ry i� GUr�n • , rips • • • 1 wr7ilCm o • 6 \\\\\ L — aY \ t 1 \ \ . \ __---------------fr \ . '' , ...., , . \ 1. I \ , 0\ i. o 0 - o os a d o0 HO • n 1- o SETBACK • l Q ohs I_ _ � . - - - . - p - - - - • • l 2 - o E:d1 PeG. PROPERTY SPiRTOK TY ThKE 0 71 t 50.53' — 22554' - I U. -¢ 295.711 1 z TEMPORARY EROSION AND SEDIMENTATION SITE PLAN Site Plan Information z H Q U CONTROL (TESC) 1" = 10'-0" Slopes and%lot with in 200 ft. of OHWM Sq. Ft. —I 0_ w ACCESS ROAD PROTECTION OF ADJACENT PROPERTIES Size of Lot 26733 100.00%, W 1. CONSTRUCTION VEHICLE ACCESS SHALL BE LIMITED TO ONE ROUTE, 3. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT PROJECT INFORMATION Area of Lot Less than 15%grade 22282 88.66°i L O UNLESS APPROVED BY THE OFFICIAL. DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, Area of Lot greater than 15%grade but less than 30% 2331 9.27% 1— i Project Info. : This Project consists of a new, wood frame, Shop/ Garage Area of Lot greater than 30%Slope 520 2.07% SEDIMENT BARRIERS OR FILTERS, DIKES, BERMS, OR MULCHING, OR BY A A GRAVEL CONSTRUCTION ROAD SHALL BE INSTALLEDWHICH WILL REMOVE COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMP'S. Owner • Robert Evans Square footage of lot within 200 feet of HMHH 25133 94.01% AS MUCH MUD AND DIRT FROM THE VEHICLES AS POSSIBLE PRIOR TO 207 East Park Drive ENTERING THE PUBLIC ROADWAY. THE EFFECTIVENESS AND EFFICIENCY OF SURROUNDING PROPERTIES SHALL BE PROTECTED FROM STORM WATER Anacortes, WA. 98221 THE REMOVAL SHALL BE TO THE SATISFACTION OF THE OFFICIAL. RUNOFF FROM THE DEVELOPMENT. THIS SHALL BE ACCOMPLISHED BY Allowable impervious surface IF CONDITIONS ARE SUCH THAT AN INSUFFICIENT AMOUNT OF MATERIAL IS CONSTRUCTING A PRIVATE DRAIN LINE ON THE PERIMETER OF THE Project Address : 207 East Park Drive REMOVED FROM THE TIRES BY CONTACT WITH THE AGGREGATE, THE TIRES DEVELOPMENT AND DISCHARGING THE STORM RUNOFF INTO A PUBLIC Anacortes, WA. 98221 (SQ foot of lot within 200 feet of HMHH Less than 15%grade)x(.3) _ (22282)(.3) = 6685 r SHALL BE WASHED PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. THE STORM SEWER SYSTEM. OPEN SPACE TRACTS AND BUFFERS SHALL NOT (SQ foot of lot within 200 feet of HMHH >15% but < 30%)x(.25) = (2331)(.25) = 583 N Legal Discription : CAP SANTE PARK TO ANA. LOT 5 INC PART OF TR 12 WATER FROM THIS PROCESS SHALL BE DIRECTED TO A SEDIMENTATION BE USED FOR THIS PURPOSE UNLESS OTHERWISE APPROVED. PRIVATE (Sq foot of lot within 200 feet of HMHH > 30% slope)x (.2)= (520)(.2) = 104 CO CD a)POND OR OTHER APPROPRIATE SEDIMENT- TRAPPING BMPFOR TREATMENT DRAINE LINES SHALL BE CONTAINED IN PRIVATE DRAINAGE EASEMENTS WITH Total 7371 c t APPROPRIATE STATEMENTS PLACED ON APPROVING DOCUMENTS. PL 9 ANA TIDE LANDS ExistingImpervious i Q PRIOR TO RELEASE TO THE PUBLIC STORM WATER SYSTEM. L City Zcning : R2 LL. > 0 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT SHALL MAINTENANCE Existing foot print 4460 W Y PREVENT THE TRACKING OR FLOW OF MUD ONTO THE PUBLIC 4. ALL EROSION AND SEDIMENTATION CONTROL METHODS SHALL BE Addition areas Decks and covered orchs etc 1688 O. (u fn Assessors Parcel # : 57051 ( p ) RIGHT-OF-WAY. PERIODIC MAINTANANCE OF THE ENTRANCE, INCLUDING MAINTAINED AND REGULARLY INSPECTED BY THE PERMIT APPLICANT IN Total 6148 4 . CL CD THE REMOVAL AND REPLACEMENT OF AGGREGATE, AND CLEANING AND/OR ORDER TO INSURE CONTINUED PERFORMANCE DURING THE LIFE OF REPAIR OF SEDIMENT-TRAPPINGDEVICES SHALL BE PERFORMED AS Codes: 2015 International Residential Code (IRC) Cl) d) ill O CONSTRUCTION. ( NOTE: WITHOUT PROPER MAINTANANCE, COUNTY International Mechanical Code (IMC) Allowable square footage for new construction 1223 U CONDITIONS DICTATE OR AS DIRECTED BY THE OFFICIAL. q g BUILDING International Fuel Gas Code (IFGC) N N�� or-- C SEDIMENT TRACED ONTO THE PUBLIC ROADWAYS SHALL BE CLEANED ON INSPECTORS MAY SUSPEND ALL AUTHORISED WORK ON YOUR PROJECT Uniform Plumbing Code (UPC) i % Z LL N Q I AT LEAST A DAILY BASIS. UNTILL CORRECTIVE MEASURES ARE COMPLETED). DRAWING INDEX International Fire Code (IFC) SOIL STABILIZATION Washington State Ventilation and Indoor air 2. ALL EXPOSED SOILS SHALL BE PREVENTED FROM MOVING OFF-SITE OR UNUSUAL EVENTS Quality Code (WSVIAQ) 5. ANY ADVERSE EFFECTS OF INCREASED RUNOFF ( UNUSUAL OR LARGE 1 Site Plan INTO NATURAL OR ARTIFICAL DRAINAGE SYSTEMS THROUGH SUITABLE 2012 Washington State Energy Code Project Information STORM EVENTS) RESULTING FROM LAND DISTURBING ACTIVITYES SHALL BE APPLICATION OF BMP'S INCLUDING BUT NOT LIMITED TO SOD OR OTHER CONTROLLED BY APPROPRIATE MEASURES AS SOON AS POSSIBLE. Constriction Type : U-1 Private Garage 2 - Elevations DESIGNED BY VEGITATION, PLASTIC COVERING, MULCHING, OR APPLICATION OF GROUND Schemmer Consulting Group, PLLC BASE ON AREAS TO BE PAVED. ADDITIONAL EROSION CONTROL MEASURES MAY BE NECESSARY WHERE 3 - Foundation Plan 360-293-9006 YOUR PROJECT IS LOCATED ADJACENT TO A CRITICAL AREA. FOR MORE Building Height : 16' - 2" Wall Framing Plan JOB NO. INFORMATION REGARDING GRADING AND DRAINAGE PROVISIONS SEE SCC Building Areas : Garage Area - 906 Sq.Ft. Roof Framing Plan 16-060. 1 14.32. See area Schedule Attached 4 - Building Section A-A Typical Wall Section SHEET NO. CAD FILE: 16-060.1 PLOT DATE: I • 1 Of 4 Structural Schedules i I _ _ - z , �, a C- cn7x < z — w Z tlz w . j -v41< air < w ra -_ III MI r� _ m —— I Q r } m I 1 F _ 'I — — 12'-112" _ I 7 I o - - --- -- - I I a z I o z — U • a ' ' w 0 ■ rt- f I �^ • J. •Q67ale i CD a% Q � � � I WEST ELEVATION EAST ELEVATION . J z 5 oo cn R U K 01D , U V N 8 &m �0' W d 114 toe r W L h , W W Z O!)° may y tis-mat arinsagassi....a.- [� _- 1 n• ��p� c,. 1'�T s ..� ^'+ ` I SNAP LOCK METAL ROOFING OVER w er �_ SAFEGUARD 30# FELT ' ---..-- CO-- — __. ----\7_____ 0 12" HARDIE PLANK Il FASCIA, TYPICAL W J III l 7" REVILE HARDIE PLANK SIDING * a I ----------4- WHITE VINYL LOW-E WINDOWS 5/4 x 4 PRIMED SPRUCE I ! CORNER BOARDS, TYP. -- L SOUTH ELEVATION NORTH ELEVATION y4' _ 1i_0„ /4' = 1'_0„ N CO CD Q) C > o � LL - 1 a CO W • i W ID LLI U O r CD 0 c ZCC N C I DESIGNED BY Schemmer Consulting Group, PLLC 360-293-9006 JOB NO. 16-060. 1 SHEET NO. 2 of 4 CAD FILE: 16-060.1 I PLOT DATE: 1 d LL s< / 29'_4 / 24' / 241_2 / y 4�iJ / 3' / 3' / 6" —O-_1-- - 51-2" / 3'-01" 1-32" / '-6" / 14'-8" / ;r 5 j 0 \ \ \ O I 4-0 x 3-0 XO \ ET) "'. 1' L 1 I HDR(i46'-6" C1 ) \ > 6 6x8DF 6x8DF — 1�' a f I O O s FAN '� l 3,_9„ O4 © O© 1 Q _ J _.. vro \�/J - 0 - '�i 1r J1 - c, 4 1 IMr I i.1 r- 3 in U m - - — — \ a Lo Q m x l — — — — 97 I ' LO v ' — — — — — — — N I I W O in $Y ' ce — — — — — — o " 36' c +A O v � - - - - - - - - - - � � SHOP `n ' SLOPE DOWN oX PROVIDE A 4" MIN CONC. SLAB — — — — — — — OVER A MIN. 6" COMPACTED SOIL 43-6" — — O4 — 41 -63-6" PROVIDE A MIN. 2" 43-64'1 -6" 0© • el 42-6" z cc — — — — — — — — — SLOPE TO DRAIN • 5 a cc - - - - — — - - - - 137-g © 06 tO i - - - - - - — - - 11 -9" 0 ti Dun m. i I �� _ _ea I x a X — — — — — — — — — ao � I \ \ / / I 0 93 .. - - - - - _ _.ter•+*•-.r_ - - II N X X LEI © o � .n @ \ / WWWetv'Alali - � h \ / i rUl Uom c/ W NS R o OI / \ in I x Z Z L- — — — 5'-6" / 12' X 13' 6" OHD W/ \ 5'-6" - - z Q J AUTO OPENER 1 00 Q 3.5x11.875PSL2.2E O ©. ii O© J 0 - I \ \ \ i• ii _j \/ '-10- 12'-3" 1 2' 1" L-4j, i , ii ! 1 i 0 2 2 a 3 3 2' 6.. / ROOF FRAMING PLAN WALL FRAMING PLAN FOUNDATION PLAN 0 li %a = 1 - 0 %4 = 1'- 0 Y4" = 11_0" Z —I o t D O O g 0 , 1. FOUNDATION PLAN NOTES L.L ROOF FRAMING NOTES WALL FRAMING NOTES F 0 6" thick concrete wall with # 4 bar @ 18" O.C. vertical ® %2":12 BC! 90 2.0 @ 16" on center. 0 2x6 Ext. wall framing spaced at 16" on center and # 4 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) Provide 7/16" thick OSB sheathing. Provide (1) btm. plate and (2) top plate. plate slices no less than 4'. Provide 1/2" x 10" anchor bolts @ 48" O.C., Connect to wall framing with Simpson H-1 framing anchor's. Provide 7/16" thick OSB sheathing on perimeter bearing walls. and no more than 12" from ends of plates U.N.O. Provide R- 21 insulation. Typical U. N. O. See TYPICAL WALL SECTION for details. N 0 Safeguard 30" felt w/ SnapLoc metal roofing N O 2x4 Int. stud wall. Typical at Int. unless noted otherwise. 00 8" thick concrete wall with # 5 bar @ 18" O.C. vertical CO CD 02 x 6 bearing wall, studs spaced at 16" on center. Space studs at 16" on center. Provide 7/16" OSB sheathing at perimeter bearing walls. and # 5 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) L Q • ®3 4 x12 DF #2 headers. Typical unless noted otherwise. Provide 1/2" x 10" anchor bolts @ 48" O.C., O ; ® 12" HARDIE fascia board. (typical) See ROOF FRAMING PLANS for header size's. and no more than 12" from ends of plates U.N.O. LL W - 0 5 All load bearing headers to be See TYPICAL WALL SECTION for details. a. CO rn ® All windows and doors with glass to be 0 -t a. N 6 x 10 DF, unless noted otherwise. Low-E glazing per 2012 WSEC. © 12" wide by 6" thick concrete footing with (2) #4 bar cont. horizontalw a) 1c.5 ® Provide 4' x 5' x 4" min. concrete pads at doorways Pour over undisturbed earth. (3 30" wide by 8" thick concrete footing with (4) #5 bar cont. horizontal Z n, N Q Pour over undisturbed earth. 1 • FAN = Min. 90CFM Exhaust Fan 3© Step foundation walls per elevation change as required. vro • Vent to outside of structure Q = smoke Detector ® 4" thick fiber-mesh concrete slab over a min. 6" compacted fill. Provide a min. 2" slope for drainage DESIGNED BY © = Carbon Monoxide Detector Schemmer Consulting Group, PHI , 360-293-9006 JOB NO. 16-060. 1 IIIIInrr SHEET NO. 3 of 4 CAD FILE: 16-060.1 PLOT DATE: \ 0 10 m 1 J3T • = r £w SEE PLANS AND SNAPLOCI( METAL ROOFING F?F ELEVATIONS TO VERIFY 50 YEAR MINIMUM ROOF PITCH(es) R 30# FELT MINIMUM 1 ,z 12 7/16" APA RATED OSB ROOF ! -'z SHEATHING (TYPICAL)i Z ` 2,1' O ns F 9'-11" > s"' > BC! BO 2.0 11.875'0. Cg UJ ?r o;.,;p CONTINUOUS ALUMINUM GUTTERS �-- 1 111 --BCI BLOCKING OR EQUAL 0 16" O.C. ix �_-',=.- Ya x 12" HARDY PLANK d2.a s FASCIA BOARDS TYPICAL :4 emir Q ;a SIMPSTIEOTO N HI / VPA-35W/HURRICANE t/2' HD GYB AT CEILINGS LINO 1 1 Y :o< g m ? ` ---�'- N.N. EA;Ff RAFTER REQUIRED FASTENER 16'-11 " � - W LLr SEE FRAMING PLANS FOR HEADER SIZES AND 1 4'-1 0-" Q LOCATIONS. 4x10 DF TYPICAL U.N.O. - - - -- 8 / I I o _ „ PAINTED 2-FLASHING OVER 5/4 x 4-HEAD TRIM AT WALL/ P \ / OPENINGS (VERIFY WITH ELEVATIONS) 12-112" I m /r - I W W z z o WINDOW MANUF. TO BE DETERMINED I © r 11.1 U (TBD) PER OWNERS CHOICE ' \ \ w cc I O O I — t2x3 TAPERED SILL TRIM BOARD - OPTIONAL ���'� \ 2A 2x6 PT STUDSL 0 16 O.C. 1 1"x4' TRIM BOARDS TYPICAL MOUND ALL WALL WALL--- '. AT EXTERIOR WALLS. O I •- ` . - OPENINGS EXCEPT WHERE NOTED OTHERWISE (INI LKIOR WALLS 2x4 0 16' O.C. U.N.O.) 6r�n �., Yt• GWB TYPICAL FINISH INTERIOR WALLS R-10 RIGID INSULARIXI TYPICAL ONLY i n �z C) SIDING AS PER ELEVATIONS TYPICAL. (U.N.O. os UNFlNISHEO) WHERE REQUIRED AROUND PERIMETER o- 5-1 c R-:iN 1 TYVEK HOUSE WRAP (or APPROVED EQUAL) OVER R-21 GATT INSULATION OF LMNG ARU SUB 05 16 APA RATED OSB WALL SHEATHING TYPICAL TYPICAL IN EOOERIOR WALLS © b''-6n {7! �G�]'� �.j 4�) UNLESS NOTED OTHERWISE (VERIFY WITH (�F6 CONCRETE SLAB ON COMPACTED Y gist k i O i ENGINEERING) �.� 2z6 PT BOTTOM PLATE \ \ _ O \`Jc E, TOP OF CONCRETE/BOTTOM OF SILL PLATE/SIDING I _ -° '� - ° - O i rise. IA FINISH-GRADE AGAINST FOUNDATION . � \`\\\ \\`\\`\ 1/2'z10' MINIMUM ANCHOR BOLTS O SLOPE GRADE AWAY FROM FOUNDA110N \�\�\�\�\� \ \ 72' O.C. MAXIMUM TYPICAL (or 48• \��\\��\\��\\�\\��� z - O.C. MAXIMUM FOR BUILDINGS OVER ° >� � � � a TWO STORIES IN HEIGHT). THERE \; A/ A A - .%�VA�VA�VA�VA�y • oo SHALL BE A MINIMUM of (2) %\/,A/AjA' \,- ��/i�/�/,A/i�. COMPACTED FILL 0 p or ANCHOR BOLTS PER PLATE SECTION. - �\\/�\\ \\: 4" — — \ WRH (1) BOLT LOCATED NOT MORE �. \� \>,. C7 i THAN 12" AND NOT FKS THAN (7) \/�\\/�\\/�' PROVIDE MINIMUM (2) #4 HO Z REBAR IN TOP 12' OF FOUNDATION 0 ' __ O (� o BOLT DIAMETERS FROM ENDS OF _ � WALLS UNLESS NOTED OTHE SE ON FOUNDATION PLAN AND/OR EACH PLATE SECIION. BOLTS z - - " m \\ ENGINEERING. o in EMBEDDED MINIMUM T INTO ,, x A� 0.7 CONCRETE. - .�. •r - "' CONTINUOUS PERIMETER FOOTINGS WITH (2) #4 REBAR CONTINUOUS (TYPICAL - --- y //; t • U.N.O. ON FOUNDATION PLAT( AND/OR ENGINEERING) o L N WALLS 24• DR LESS IN LENGTH IA ', � ->,_- :. I © BUILDING SECTION_A-A -_.. �` _.. _ $ ' a CONNECTING OFFSET BRACED WALL �- .. '/u = 1 x. On PANELS SHALL HAVE (1) ANCHOR y i j: • ° I' - - O Z 0 k Ag BOLT LOCATED IN THE CENTER THIRD •�' f I 72 (�OI OF THE SILL PLATE, WITH WALL '� ►:Wi'� li CORNERS FRAMED TO ADJACENT �,%�''_`�`�f. " 'a cc�� y� BRACED WALL PANELS PER FIGURE F -I.i �-• ` BOTTOM OF FOOTINGS 7 I n 'i"' R602.10.5. i ♦ ._,it L, E.4 w WALLS 12. OR LESS IN LENGTH (7 N ...'.. f' BUILDING SECTION NOTES i �' CONNECTING OFFSET BRACED WALL 4' RIGID TIGHT-ONE DRAIN. PANELS CAN BE CONNECTED TO THE DAYLIGHT TO APPROVED LOCATION. �..r�.L FOUNDATION CORNERS T ANCHOR BOLTS, FOR IDEMWALL POURED SEPARATELY FROM FOOTINGS, VERTICAL STEMWALL REINFORCEMENT gE WITH WALL CORNERS FRAMED TO FILTER FABRIC PROVIDE (1) VERTICAL REIMR FROM FOOTINGS AT NO MORE THAT IS INTERRUPTED BY WALL I '^.� a� W LU Z 0 co ADJACENT BRACED WALL PANELS PER /3" A 6" A 3"/ THAN 48' O.C. WITH A STANDARD HOOK 3' CLEAR OF OPENINGS (DOORS. WINDOWS, - t i See Foundation, Wail Framing, Roof Framing rrp."'�4 o a - ' r"T 4• RIGID PERE FOOTING DRAIN WITH BOTTOM-OF-FOOTING AND LXILND UP INTO THE STEMWALL ACCESS PANELS, etc.) MUST HAVE V C�K yNLM ~ V FIGURE R602.10.5. t) if,N K ccc •o 12" MINIMUM OF DRAIN ROCK COVER. ,A 72• A THE LESSER OF 2' CLEAR OF THE TOP OF THE WALL AND ADDITIONAL VERTICAL REINFORCEMENT .,�� and Elevation Plans for additional requirements. OF THE SAME SIZE PLACED WITHIN ALL ANCHOR BOLTS ALONG BRACED DAYLIGHT TO GRADE. TYPICAL UNLESS NOTED 14' UP INTO THE SIEMWALL r+.. WAIL LINES REQUIRE 1/4'z3'x3' OTHERWISE ON FOUNDATION VERTICAL REINFORCEMENT GRADE 60 MINIMUM. 12' OF EACH SIDE OF THE WALL STEEL PLATE WASHERS U.N.O. ON PLAN AID/OR ENGINEERING SEE TABLE R404.1.1(5). OPENING. O 6" thick concrete wall with # 4 bar @ 18" O.C. vertical ENGINEERING. PROPERLY SIZED CUT (WHEN PDDTTIOIIAL VEKIICAL REINFORCEMENT IS REQUIRED IN WASHERS ARE FERMI FOR FOOTINGS TO REST ON THE STEMWALLS, MATCH THE O.C. SPACING OF REBAR FROM \ I - -=---- - and # 4 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) ANCHOR BOLTS IN WALL LINES NOT UNDISTURBED SOIL FOOTINGS WITH THE ADDED VERTICAL REBAR. VERIFY �. CONTAINING BRACED WALL PANELS SPACINGS WITH FOUNDATION PUN, FOUNDATION MOILS, AND pig 1/2', x 10" anchor bolts © 48" O.C., OR IN BRACED WALL LINES. ENGINEERING). and no more than 12" from ends of plates U.N.O. TYPICAL WALL SECTION See TYPICAL WALL SECTION for details. z W e 8" thick concrete wall with # 5 bar @ 18" O.C. vertical Q O D SCALE 3/4" = r'-o" and # 5 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) I NOTES AT TYPICAL WALL SECTIONS) ARE TYPICAL FOR ALL Provide 1/2" x 10" anchor bolts @ 48" O.C., f— W CROSS-SECTIONS N4D DETAILS WEPT WHERE NOTED OTHERWISE. and no more than 12" from ends of plates U.N.O. z 0 I See TYPICAL WALL SECTION for details. O L(J CO 4" min. Fibermesh concrete slab I— J Cl)Backfill to provide natural drainage away from structure. W Q J ® 4" perfer. footing drain continuous @ perimeter. U) Provide a 4" tight line roof drain. System to drain to an approved location. D 06 Continuous 12" wide by 6" thick footing w/ (2) # 4 bar Z —1 F— HOLD DOWNS U U ® 30" wide by 8" thick concrete footing with (4) #5 bar cont. horizontal J N SHEARWALL SCHEDULE Mark# Type Pour over undisturbed earth. _" 0... LIB O Simpson MSTC52 - FLOOR TO FLOOR D >— F— Mark# Sheathing Nailing Notes 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 6' 1,2,6,9 © 2X PT sill, bolted to foundation wall ( See TYPICAL WALL SECTION for details) CO I- CO O 0Simpson MST48 between floors or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field 07 2 x 6 exterior stud wall framing spaced at 16" on center. O 3 Simpson HDU2- SDS2.5 W/SSTB20 & (2) STUDS 2 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 4" 2,3,6,9 Provide (2) top plates with splices a min of 48" apart. or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field OR STHD1 ORJ Provide 7/16" OSB sheathing at perimeter walls. O4 Simpson HDU5- SDS2.5 W/ SSTB24 & (2) STUDS OPTIONAL - Provide R 21 insulation atperimeter walls. O 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 3" 2.3,T,9 OR STHD14RJ r or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field N • O5 Simpson HDU8- SDS2.5 W/ SSTB28 &4x6 POST P® 7/16"Structural Grade 11 OSB 1 FACE 8d Common or tOd Box @ 2' 2.3,4,8,9 ® 6 x 8 DF#2 headers at bearing walls unless noted otherwise. NCO or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field % Simpson HDU14- SDS2.5 W/SB1x30 $ 6x6 POST See ROOF FRAMING PLANS for header size. Cl) 0 d� O7/16"StructuralSttu Grader Grade II CDXO plywood 2 FACE o,c.8 Common or sod Box . el 2,3,4,8,9 O Simpson MSTC72 09 BCI 90 2.0 11.875 Roof Rafters @ %Z' 12 pitch p ; 0 5 or II panel edges, 12"o.c.field O7/16"Structural Grade II OSB 2 FACE 8d Common or 10d Box @ 3' 2 3 4 8 9 - `� Simpson HDU11 - SDS2.5 W/SB1x30 & 6x6 POST Spaced at 16" on center and connected to wall framing with Simpson LL. uj - 6 or Structural Grade II CDX plywood o,c. panel edges, 12"o.c. field H-1 framing anchors. See ROOF FRAMING PLAN for additional information. a 1._ U) O Simpson STHD14RJO N 7/16"Structural Grade II OSB 2 FACE 8d Common or 10d Box @ 2" 2 3 4 8 9 Provide 7/16" thick OSB sheathing. /^��, L O or Structural Grade II CDX plywood o,c. panel edges, 12"o.c.field • 0 10 Simpson STHD14 CO� W U 10 OPTIONAL - R-49 loose fill blown insulation. Maintain 1" min. ventilation space > L 0 (13 SHEARWALL NOTES: 11 Simpson EPB86 and provide PVA paint or polyethylene sheet vapor retarder at interior side. 0 ��0/ CD 2 1.ALL EXTERIOR WALLS TO BE TYPE 11 U.N.O. i 12 Simpson EPB66PHDG Z LL N Q 2. BLOCK ALL PANEL EDGES © 12" Hardie Plank fascia, typical 3. PROVIDE NOMINAL 3x FRAMING AT ABUTTING PNL. EDGES RECEIVING EDGE NAILING 4. PROVIDE 3x SILL PLATE 12 T & G pine soffit, vented 1) Stronger hold downs can be used in lieu of these. 5.OFFSET PANEL EDGES 6.PROVIDE 1/2"A.B.@ 48"O.C.W 1/4"x 3"x 3"PLATE WASHERS,OR(2)16d @ 8"O.C. 2) See Simpson Wood Construction Connectors book for proper installation. - - - -- 7. PROVIDE 1/2"A.B. @ 24"O.C.W 1/4"x 3"x 3"PLATE WASHERS. 3) 3x sill requires "SSTBL" hold downs where "SSTB" are labled above. DESIGNED BY 8. PROVIDE 1/2"A.B.@ 12"O.C.W 1/4"x 3"x 3"PLATE WASHERS. 4) IF PONY WALL IS BELOW STHD, USE EQUAL OR GREATER PHD Schemmer Consulting Group, PLLC 9.STUDS SHALL BE SPACED NOT MORE THAN 16"O.C. WITH ALLTHREAD AND COUPLER. 360-293-9006 JOB NO. 16-060. 1 SHEET NO. 4 of 4 CAD FILE: 16-060.1 I PLOT DATE: