Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
701 E 5th St_BLD3616_2026
UPSTATE engineering PO BOX 952 LYNNWOOD, WA 98046 T. (206) 280-4715 F. (206) 834-6261 SERVICES@UPST8.COM STRUCTURAL CALCULATIONS Client: COAST CONSTRUCTION GROUP Project Name: 1536 DUPLEX Scope of Work: LATERAL DESIGN OF A (2)-STORY MULTI FAMILY RESII Upstate Job#: 1268 Date: 11/30/2020 Location: ARLINGTON, WA NOT VALID WITHOUT A WET SIGNATURE W M. a° Q 44226 p �� gfGISTE�� \� SS�ONAL G 11/'a0/2020 E)ff;ES 3-01- 21 JOB # 1268 Andrew M. Gahan, PE 11/10/2020 48°1O'17.9"N 122°07'13.4"W-Google Maps eagle Mapg 48010'17.9"N 122007'13.4"W Va11eY lewIN Vn11eY V1ew 01 � n 1�4 - a4a1�131�z1zoa Q19311 VNIly VWx NWI \ t v1 \ �4 Q 193rd St HE 193rd SI HE 193rd SI HE 2 J0 ?� \ VV V'ata Or VI—I https://www.google.com/maps/place/4801 O'17.9"N+122°07'13.4"W/@48.1716498,-122.1214893,18z/data=!3m 1!4b1!4m14!1 m7!3m6!1 sOx54854fb612... 1/1 11/10/2020 ATC Hazards by Location ATCHazards by Location Search Information Coordinates: 48.171648,-122.120395 Olympic Elevation: 380 ft National Park )il City Timestamp: 2020-11-10T22:52:25.347Z Hazard Type: Seismic Reference IBC-2015 Document: Clearwater GouLgle Map data©2020 Google Risk Category: II Site Class: D MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.00 0.60 0.80 0.60 0.40 0.40 0 0.20 .20 0.00 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) Basic Parameters Name Value Description SS 1.058 MCER ground motion(period=0.2s) S1 0.411 MCER ground motion(period=1.0s) SMS 1.139 Site-modified spectral acceleration value SM1 0.653 Site-modified spectral acceleration value SDS 0.76 Numeric seismic design value at 0.2s SA SD1 0.436 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC D Seismic design category Fa 1.077 Site amplification factor at 0.2s Fv 1.589 Site amplification factor at 1.0s CRS 0.981 Coefficient of risk(0.2s) https://hazards.atcouncil.org/#/seismic?lat=48.171648&ing=-122.120395&address= 1/2 11/10/2020 ATC Hazards by Location CR1 0.948 Coefficient of risk(1.0s) PGA 0.425 MCEG peak ground acceleration FPGA 1.075 Site amplification factor at PGA PGAM 0.457 Site modified peak ground acceleration TL 6 Long-period transition period(s) SsRT 1.058 Probabilistic risk-targeted ground motion(0.2s) SsUH 1.079 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.411 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.434 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1 D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.6 Factored deterministic acceleration value(PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lat=48.171648&ing=-l22.120395&address= 2/2 Lateral Analysis IBC2015 UPSTATE JOB#: 1268 Description: 1536 DUPLEX Engineer: amg Governing Code: 2015 International Building Code all references in right margin are 2015 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria [353]- Roof Walls Floors Snow Partitions Live Load (psf) 25 40 25 Dead Load (psf) 15 10 10 10 1603.1.4 Wind Design Criteria [354L 1. Nominal/Ultimate Wind Speed Vasa/Vuit 85/110 mph F 1609.3(3)[3721 2. Risk Category II 1.00 A SCE 7 T 6-1[771 3. Wind Exposure Category "B" 1609.4[373] 4. Internal Pressure Coefficient +/-55 A SCE 7F26.11-1[2581 5. Components and Cladding design pressure +/- 16 psf A SCE 7 30.2.2[316] 1603.1.5 Earthquake Design Data [3541 1. Seismic Importance Factor le 1.00 A SCE 7T 1.5-2[5] 2. Short Period Acceleration SS 1.058 USGS Seismic Design Map Online 2. 1-Second Accelleration S1 0.411 USGS Seismic Design Map Online 3. Site Class D ASCE7T20.3-1[204] 4. Spectral response coefficient SDS 0.76 EQ 16-39[3871 4. Spectral response coefficient SD1 0.44 EQ 16-40[387] 5. Seismic Design Category D T1613.3.5(l)and(2)[398] 6. Seis. Force Resisting System A.15. ASCE7T 122-1[73] 7. Design Base Shear 10742 Ibs 8. Seismic Response Coefficient CS 0.12 A SCE 7EQ 12.8-2[89] 9. Response Modification Factor R 6.5 ASCE7T 122-1[73] 10. Analysis Procedure Equivalent Lateral Force A SCE 7T 126-1[88] 11. Risk Category II A SCE 7T 11.6-2[69] Table of Contents 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix Version 7.0 Pg 0.1 Wind Design (MWFRS - Simplified Envelope Procedure)IBC 2015 Part 2 Wind Load Method ASCE 7 28.1.1 (2) [2977 Nominal/Ultimate Wind Speed 85/ 110 mph 1609.3[373],F1609.3(3)[3721 Wind Exposure Category B 1609.4[373] Height&Exposure Adjustment 1= 1.00 ASCE 7 F 28.6-1[304] Topographic Factor Kzt= 1.00 ASCE 7 F 26.8-1[252] Wind Pressures ASCE 7 28.6.3[3027 ps=1 KZt PS30 ASCE 7 EQ 28.6-1[306] Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.6.4[306] zones A and C equal+16 psf,B&D equal+8 psf,while zones E,F,G,&H all equal zero. Roof Pitch 5 :12 or 22.62 degrees Ridge Elevation 24.5 ft Eave Height 18 ft Mean Roof Height,h 21.25 ft ASCE 7 26.2[243] Zone Pressures,O,)(ps30)ASCE 7 F 28.6-1 [3047 110 Horizontal Pressures Vertical Pressures Overhan s 0 A B C D E F G H EOH GOH 1 24.10 13.90 17.40 4.00 -10.70 -14.60 -7.70 -11.70 -19.90 -17.00 2 0.00 0.00 0.00 0.00 -4.10 -7.90 -1.10 -5.10 0.00 0.00 Horizontal Zones Areas &Forces,Fx ASCE 7 F 28.6-1[3031 End zone distance,2a,where"a"equals the smaller of 10 percent of least horizontal dimension(l.h.d.)or 0.4h,but not less than either 4 percent of lhd or 3 feet. D F x- 37, (p sx*X) x = A Diaphragm(x=2) Front to Rear Side to Side l.h.d. (ft)= 24.5 A B C D A B C D a(ft)= 3 Areas 90 38 280 188 90 51 183 155 2a(ft)= 6 Forces FX= 8321 Fxmin= 5960 F,,= 6682 Fxmin= 4790 Diaphragm(x= 1) Front to Rear Side to Side l.h.d. (ft)= 10.5 A B C D A B C D a(ft)= 3 Areas 32 14 372 14 78 2 130 38 2a(ft)= 6 Forces Fx- 7495 Fxmin= 4320 FX- 4322 Fxmin= 2480 Version 7.0 Pg 1.1 Seismic Design IBC 2015 Site Clasification,Criteria Selection,&Minimum Design Lateral Force Risk Category I1 ASCE 7 T 6-1[771 Seismic Importance Factor IE 1.00 ASCE 7 T 1.5-2[5] Seismic Design Category D T]613.3.5(1)and(2)[398] Site Class D ASCE 7 T 20.3-1[2041 Short Period Acceleration Ss 1.058 F1613.3.1(1)[388-9] 1-Second Acceleration S1 0.411 USGS Seismic Design Maps Online Seis.Force Resisting System A.15. ASCE 7 T 12.2-1[73] Response Modification Factor R 6.5 ASCE 7 T 12.2-1[73] Design Spectral Response Acceleration Parameters Site Coeffiecient,Fa 1.0 T1613.3.3(1)[387] Site Coeffiecient,Fv 1.6 T1613.3.3(2)[387] Substitute equations 16-37& 16-38 into 16-39& 16-40 respectively, S D S=-•F a•S s SDs= 0.76 EQ 16-39[387] 3 S p y =3•F V•S 1 SDI= 0.44 EQ 16-40[387] Simplified analysis,Seismic base shear ASCE 7 12.14.8[1081 V=(F SDs/R)W Where: F=1.1 for(2)-story ASCE 7EQ 12.14-11[108] Vertical Distribution,Forces at each level ASCE 7 12.14.8[1087 FX=(wx/W)V FX= 0.129 x w,, ASCE 7 EQ 12.14-12[109] Effective seismic weigh &Forces lbs at Level x Diaphragm(x=2) roof area(ft2) I floor area(ft2) story height(ft) I wall length(ft) WX 2174 1 0 1 8.1 273 Fx= 5616 weight(lbs) 32610 0 11057 43667 Diaphragm(x=1) roof area(fte) floor area(fte) story height(ft) wall length(ft) WX 795 1803 9 117 FX= 5952 weight(lbs) 11925 18030 5265 46277 Version 7.0 Pg 2.1 Allowable Stress Design Loads For Wood IBC 2015 Design shall be in accordance with Sections 2304-2306. 2301.2[473] Structures using wood shear walls and diaphragms to resist 2305.1[488] wind,seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305 -2306. Design per Alternative Basic Load Combinations 1605.3.2[359] For worse case effect with wind load,L&S shall be zero. 1605.1[357] Equations 16-18, 16-19and 16-20 become, D + wW 0.6 Where w equals 1.3,W equals Fx of the respective diaphragm,and 1605.3.2[359] D shall be multiplied by two-thirds. For worse case effect with seismic load,L&S shall be zero. 1605.1[357] Equation 16-22 controls, 0.9 D + E/1.4 ,substitute ASCE 7 EQ 12.14-5 for E ASCE 7 12.14.3.1.3(7),EQ 12.14-5 [104] ( PQE - 0.2SDSDJ 0.9 D + 1.4 simplify&arrange variables EQ 16-22 0.9 -0.14 SDS1 D + P QE 1.4 Where QE equals Fx of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction,diaphragms and shearwalls shall resist, Wind Design Loads,1.3 Fx For Kzt= 1.00 Front to Rear Side to Side Diaphragm Force(lbs) Force(lbs) x=2 6491 5212 x=1 5846 3371 Seismic Design Loads,(p/1.4)Fx p= 1.3 ASCE 7 12.3.4[83] Diaphragm Force(lbs) x=2 5215 x=1 5527 Version 7.0 Pg 3.1 Allowable Stress Design Loads For Wood- cont. Sum the moments about the base of a shearwall,overturning shall resist, 2 w (v•w)-h - 3 D 2 + P-w/i for wind ' (v•w)•h - 0.9 -0.14 S DS) (D•2 + P-w� for seismic Where, v =shear per linear foot of shearwall w =width of shearwall h =height of shearwall D =resisting dead load centered over shearwall P =resisting dead load at end of shearwall Free Body Diagram of a ShearWall P D (V x rh h sw MOME s —AM COM Version 7.0 Pg 3.2 4 Segment Tributary loads Wind Seismic Wall Line Level ;�o (x) � Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max 1 2 F-R Wind Seis VD(x+l)[lbs] % 25% 13% VD(x)[1bs] 1622.63 677.954 VT(x)[1bs] 1622.63 677.954 31.50 8.1 -657 -1077 L 31.50 31.50 n 52 22 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] 2 2 F-R Wind Seis VD(x+l)[lbs] DAD VD(x)[lbs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAX(X)[lbs] 3 2 F-R Wind Seis VD(x+l)[lbs] % 25% 13% VD(x)[lbs] 1622.63 677.954 VT(x)[1bs] 1622.63 677.954 39.00 8.1 -941 -1347 L 39.00 39.00 n 42 17 2015 SDPWS SEISMIC MAX TMAX(X)[lbs] 4 2 F-R Wind Seis VD(x+l)[lbs] % VD(x)[lbs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAX(X)[lbs] Version 7.0 Pg 4.1 4 Segment Tributary loads Wind Seismic Wall Line Level ;�o (x) � Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max 1 1 F-R Wind Seis VD(x+1)[1bs] 1622.63 677.954 % 11% 11% VD(x)[1bs] 643.037 607.941 VT(x)[1bs] 2265.67 1285.89 10.50 9 372 -140 L 21.25 21.25 7.75 9 455 -43 n 107 61 3.00 9 2 4 387 -122 91 2015 SDPWS SEISMIC MAX 91 TMAX(x)[lbs] 455 2 1 F-R Wind Seis VD(x+l)[lbs] % 20% 1 20% VD(x)[lbs] 1169.16 1105.35 16.25 9 -114 -274 VT(x)[1bs] 1169.16 1105.35 L 16.25 16.25 n 72 68 2015 SDPWS SEISMIC MAX TMAX(X)[lbs] 3 1 F-R Wind Seis VD(x+l)[lbs] 1622.63 677.954 % 13% 13% VD(x)[lbs] 759.952 718.476 VT(x)[1bs] 2382.59 1396.43 6.75 9 1114 378 L 13.50 13.50 6.75 9 1114 378 n 176 103 2015 SDPWS SEISMIC MAX TMAx(x)[lbs] 1114 378 4 1 F-R Wind Seis VD(x+l)[lbs] % 9% 9% VD(x)[1bs] 526.121 497.406 VT(x)[1bs] 526.121 497,406 9.58 9 -318 -424 L 19.58 19.58 10.00 9 -331 -438 n 27 25 2015 SDPWS SEISMIC MAX TMAX(X)[lbs] Version 7.0 Pg 4.2 4 Segment Tributary loads Wind Seismic Wall Line Level ;�o (x) � Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A 2 S-S Wind Seis VD(x+l)[Ibs] % 22% 11% VD(x)[Ibs] 1146.65 573.653 VT(x)[Ibs] 1146.65 573,653 3.25 8.1 1121 356 110 L 6.50 6.50 3.25 8.1 1121 356 110 n 176 88 SEE FOLLOWING FORCE TRANSFER CALCULATION SHEETS 2015 SDPWS SEISMIC MAX 110 n= 199 PLF TMAx(x)[Ibs] 1121 356 B 2 S-S Wind Seis VD(x+l)[Ibs] 51% 25% VD(x)[Ibs] 2658.14 1303.76 VT(x)[Ibs] 2658.14 1303.76 12.50 8.1 2 5 834 -189 L 12.50 12.50 n 213 104 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] 834 C 2 S-S Wind Seis VD(x+l)[Ibs] % 28% 14% VD(x)[Ibs] 1459.37 730.104 VT(x)[Ibs] 1459.37 730.104 3.00 8.1 514 57 68 L 14.50 14.50 6.92 8.1 408 -67 n 101 50 4.58 8.1 471 7 2015 SDPWS SEISMIC MAX 68 TMAx(x)[Ibs] 514 57 D 2 S-S Wind Seis VD(x+l)[Ibs] DAD VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAx(X)[Ibs] Version 7.0 Page5.1 4 Segment Tributary loads Wind Seismic Wall Line Level ;�o (x) � Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A 1 S-S Wind Seis VD(x+1)[1bs] 1146.65 573.653 % 34% 17% VD(x)[1bs] 1146.09 939.545 VT(x)[1bs] 2292.74 1513.2 L 3.00 3.00 1.50 5.5 5195 1121 2980 356 925 n 764 504 1.50 5.5 5195 1121 2980 356 925 2015 SDPWS SEISMIC MAX 925 TMAx(x)[lbs] 5195 2980 B F 1 S-S Wind Seis VD(x+l)[lbs] 2658.14 1303.76 % 44% 22% VD(x)[lbs] 1483.17 1215.88 VT(x)[1bs] 4141.31 2519.64 21.25 9 1676 834 5 L 21.25 21.25 n 195 119 2015 SDPWS SEISMIC MAX TMAx(x)[1bs] 1676 5 C F 1 S-S Wind Seis VD(x+l)[lbs] 1459.37 730.104 % 23% 12% VD(x)[1bs] 775.295 663.208 VT(x)[1bs] 2234.67 1393.31 3.25 9 1532 514 492 57 133 L 14.50 14.50 4.00 9 1509 514 466 57 108 n 154 96 7.25 9 1411 514 352 57 2015 SDPWS SEISMIC MAX 133 TMAx(x)[lbs] 1532 492 D F 1 S-S Wind Seis VD(x+l)[lbs] DAD VD(x)[lbs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAX(X)[lbs] Version 7.0 Page5.2 Force Transfer Around Openings Calculator ONE OPENING Project Information Code: 20151BC Date:11/13/2020 Designer: 1BG Client: COAST DEVELOPMENT Project: PLAN 1536 DUPLEX Wall Line: A.2 LI(ft) Lo1(ft) L2(ft) V(Ib) A r f s' Shear Wall Calculation Variables V 1147 Ibf Opening 1 Adj.Factor Method= 2bs/h LIJ 3.25 ft hal 0.46 ft Wall Pier Aspect Ratio Adj.Factor L2 3.25 ft hol 4.50 ft P1=hot/L1= 1.38 N/A hwau 8.08 ft hbl 3.13 ft P2=ho2/L2= 1.38 N/A LV,au 13.00 ft Lol 6.50 ft 1.Hold-down forces:H=Vh_ldEwan 713 Ibf 6.Unit shear beside opening VI=(V/L)(Ll+Tl)/Ll= 176 plf 2.Unit shear above+below opening V2=(V/L)(T2+L2)/L2= 176 plf First opening:val=vbl=H/(hal+hbl)= 199 plf Check Vl*LS+V2*L2=V? 1147 Ibf OK 3.Total boundary force above+below openings 7.Resistance to corner forces First opening:01=val x(Lol)= 1294 Ibf Rl=V1*L1= 574 Ibf R2=V2*12= 574lbf 4.Corner forces F1=01(L1)/(L1+L2)= 647 lbf 8.Difference corner force+resistance F2=01(L2)/(Ll+L2)= 647 Ibf R1-F1= -73 Ibf R2-F2= -73lbf S.Tributary length of openings Tl=(Ll*Lol)/(Ll+L2)= 3.25 ft 9.Unit shear in corner zones T2=(L2*Lol)/(Ll+L2)= 3.25 ft vcl=(RS-Fl)/Ll= -23 plf vc2=(R2-F2)/L2= -23 plf VV(lb v_ Hpb) H(Ib) Check Summary of Shear Values for One Opening Line 1:vc1(hal+hbl)+V1(ho1)=H? -81 794 713lbf Line 2:val(hal+hbl)-vc1(hal+hbl)-V1(ho1)=O? 713 -81 794 0 Line 3:vc2(hal+hbl)+V2(hol)=H? -81 794 713lbf Design Summary Red,.Sheathing Capacity 199 plf 4-Term Deflectionj 0.838 in. 3-Term Deflection 0.881 in. Req.Strap Force 647 Ibf 4-Term Story Drift%1 0.035% 3-Term Story Drift% 0.036% Req.HD Force(H) 713 Ibf See Page 2 See Page 3 Req.Shear Wall Anchorage Force(v,aa,) 88 plf APA Disclaimer The infoirranon contained herein is intended for use as a resource to aid in the shear wall design based an APA-The Engineered Wood Associadon's resting and knowledge of wood-framed shear wall system design utilizing theforce transfer around openings(FTAO)methodology. Neither APA,nor its member manu/xrurers,moke orty worranry,expressed w implied,or assume any fegol fiobiliry w responsibility fw the arcurary,use, appfication of,and/or reference to opinions,findings,conclusions,or mcommentlohons included in this colculotor.Consult your focaljunsdittion or design professional to assure compliance with code,cautnrttion,and per ro—ance requirements.Because APA has no rontral over quality of wonmonship or the tontlidons under which engineeretl waod products are used,it ronnot occept responsibility of Produtr Perform—or designs as actually constructetl.02018 APA-THE ENGINEERED WOOD ASSOCIATION•AIL RIGHTS RESERVED-ANY COPYING,MODIFICATION,DISTRIBUTION,OR OTHER USE OP THIS PUBLIATION OTHER THAN AT EXPRESSLY AUTHORIZED BYAPA IS PROHIBITED BY THE U.S.COPYRIGHT LAWS. Project Information Code: 20151BC Date:11/13/2020 Designer: 1BG Client: COAST DEVELOPMENT Project: PLAN 1536 DUPLEX Wall Line: A.2 Shear Wall Deflection Calculation Variables Sheathing: Wood End Post Values: Nail Type:j 8d common ((penny weight) t! OSB Sheathing Material Species:IHF#2 7/16 Performance Category E:I 1.30E+06 (psi) Pier 1 Pier 2 APA Rated Sheathing Grade City Stud Size Nail Spacing: 4 j 4 (in.) Dimensions: 5 2x6 HD Capacity: 713 713 (Ibf) Gt Override A: 41.25 (in?) HD Deflection: 0.164 0.164 (in.) Ga Overide A Override: (in?) Four-Term Equation Deflection Check d aSVW#I±v+0..75)M404+fie (Equalfion°tom. ) Pier 1-L Pier 1-11 Pier 2-1. Pier 2-11 Sheathing: 7/16 7/16 7/16 7/16 Nail: 8d common 8d common 8d common 8d common vaA: 176 176 176 176 (plf) vat gth: 252 252 252 252 (plf) E: 1.30E+06 1.30E+06 1.30E+06 1.30E+06 (psi) h: 8.08 4.96 4.96 8.08 (ft) A: 41.25 41.25 41.25 41.25 (in?) Gt: 83,500 83,500 83,500 83,500 (Ibf/in.) Nail Spacing: 4 4 4 4 (in.) Vn: 84 84 84 84 (plf) e: 0.0024 0.0024 0.0024 0.0024 (in.) b: 3.25 3.25 3.25 3.25 (ft) HD Capacity: 713 713 713 713 (Ibf) HD Defl: 0.164 0.164 0.164 0.164 (in.) Check Total Deflection of Wall System Pier 1(left) Pier 1(right) Term 1 Term 2 Term 3 Term 4 Term 1 Term 2 Term 3 Term 4 Bending Shear Fastener HD-1 Bending Shear Fastener HD-2 0.006 0.024 0.015 1.166 0.001 0.015 0.009 0.439 Total Sum 1.211 Sum 0.464 Defl. Pier 2(left) Pier 2(right) 0.838 (in.) Term 1 Term 2 LTerm Term 4 Term 1 Term 2 Term 3 Term 4 0.0345 %drift Bending Shear HD-1 Bending Shear Fastener HD-2 1 0.015 0.439 0.006 0.024 0.015 1.166 Sum 0.464 Sum 1.211 APA Disclaimer The information contained herein is intended Ion use as a resource to aid in the shear wafl design based an APA-The Engineered Wood Association's resting and knowledge of wood-fromed shear woll system design utilizing theforce transfer around openings(FTAO)methodology. Neither APA,nor its member manu/arrurers,make arty warranty,expressedonimplied,or assume anyfegol liobiliryonresportsibiliryfon the arcurary,use, app/irotion of,and/or reference to opinions,findings,conclusions,or recom lotions included in this mfcu;ator.Consult your focaljunsdiction or design pmfessionol to nsurc campfianre with code,construction,and performance requirements.Bemuse APA has no controi over quality of wonmonship or the conditions under which engineered wood products are used,it connot accept responsibility of product Performance or designs as actually constructed 402018 APA-THE ENGINEERED WOOD ASSOCIATION•AIL RIGHTS RESERVED-ANY COPYMG,MODIFICATION,DISTRIBUTION,OR OTHER USE OF THIS PUMCATION OTHER THAN AT EXPRESSLY AUTHORIZED BYAPA IS PROHIBITED BY THE U.S.COPYRIGHT LAWS. Project Information Code: 20151BC Date:11/13/2020 Designer: 1BG Client: COAST DEVELOPMENT Project: PLAN 1536 DUPLEX Wall Line: A.2 Three-Term Equation Deflection Check SW A Pier 1-L Pier 1-11 Pier 2-L Pier 2-11 Sheathing: 7/16 7/16 7/16 7/16 Nail: 8d common 8d common 8d common 8d common Va:d: 176 176 176 176 (plf) V: Arch: 252 252 252 252 (plf) E: 1.30E+06 1.30E+06 1.30E+06 1.30E+06 (psi) h: 8.08 4.96 4.96 8.08 (ft) A: 41.25 41.25 41.25 41.25 (in 2) Ga: 22.0 22.0 22.0 22.0 (kips/in.) b: 3.25 3.25 3.25 3.25 (ft) HD Capacity: 713 713 713 713 (Ibf) HD Defl: 0.164 0.164 0.164 0.164 (in.) Check Total Deflection of Wall System Pier 1(left) Pier 1(right) Term 1 Term 2 Term 3 Term 1 Term 2 Term 3 Bending Shear Fastener Bending Shear Fastener Total 0.006 0.093 1.166 0.001 0.057 0.439 Defl. Sum 1.264 Sum 0.497 0.881 (in.) Pier 2(left) Pier 2(right) 0.0363 %drift Term 1 Term 2 Term 3 Term 1 Term 2 Term 3 Bending Shear Fastener Bending Shear Fastener 0.001 0.057 0.439 0.006 0.093 1.166 Sum 0.497 Sum 1.264 Comment:The 3-term equation is calibrated to be approximately equal to 4-term equation at 1.4*ASD capacity. APA Disclaimer The infoirranon contained herein is intended for use as a resource to aid in the shear wall design based an APA-The Engineered Wood Associanm's resting and knowledge of wood-framed shear wall system design utilizing theforce transfer around cpenings(FTAO)methodology. Neither APA,no,its member in—farturers,make any—ty,expressed or impiied,orassume any legal liability or resportsibitayfor the accuracy,use, appfication of,and/or reference to opinions,findings,conclusions,or mcommentlonons included in this colcWator.Consult your iocaljunsdiction or design professional to assure compliance with code,cautnlction,and perform-ce requirements.Bemuse APA has no rontrd over quality of wonmonship or the conditions under which engineered wood products are used,it conow accept responsibility of product Perforrit—or designs as actually constructed 402018 APA-THE ENGINEERED WOOD ASSOCIATION•AIL RIGHTS RESERVED-ANY COPYMG,MODIFICATION,DISTRIBUTION,OR OTHER USE OF THIS PUMCATION OTHER THAN AT EXPRESSLY AUTHORIZED BYAPA IS PROHIBITED BY THE U.S.COPYRIGHT LAWS. Shear wall Summary Sheeting Reqm'ts Shear Transfer Overturning Values Wind Seis Max Wind Seismic Wind Seismic 1 -2nd 37 22 1 i 1 52 22 2-2nd 3 -2nd 30 17 1 ; 1 42 17 4-2nd A-2nd 126 110 1 2 176 88 1121 B-2nd 152 104 1 2 213 104 C-2nd 72 68 1 1 101 50 D-2nd 1 - 1st 76 91 1 1 107 61 2- 1st 51 68 1 1 72 68 3 - 1st 126 103 1 2 176 103 1114 4- 1st 19 25 1 1 27 25 A- 1st 546 925 7 1 8 764 504 5195 2980 B- 1 st 139 119 1 2 195 119 1676 C- 1st 110 133 1 2 154 96 1532 D- 1st SW-1 SW-2 RSW Sheathing 260 350 925 (plf) Shear Flow 150 250 765 (plf) Shear Transfer Connectors - CD= 1.6, Hem-Fir Connector Z(lbs) 16d Nails (Common: 3.5"x0.162") 195.2 lbs 2015 NDS T11N[105] 15.6 1 9.4 3.1 0.0 0.0 0.0 16d Slant Nails (v<150plf) 160 lbs 2015 NDS T11N[105] 12.8 7.7 2.5 0.0 0.0 0.0 Simpson A35 Clip 510 lbs Current Simpson Guide 40.8 24.5 8.0 0.0 0.0 0.0 Simpson H1 Truss Connector 415 lbs Current Simpson Guide 33.2 1 19.9 6.5 0.0 0.0 0.0 Simpson LTP4 Clip(x 0.64 overtop 1/2" sheeting) 500 lbs Current Simpson Guide 40.0 1 24.0 7.8 0.0 0.0 0.0 1/2" Diameter Anchor Bolts(2x) 912 lbs 2015 NDS T11E[93] 73.0 1 43.8 14.3 0.0 0.0 0.0 5/8" Diameter Anchor Bolts(2x) 1328 lbs 2015 NDS T11E[93] 106.2 1 63.7 20.8 0.0 0.0 0.0 5/8" Diameter Anchor Bolts(3x) 1664 lbs 2015NDS ME[93] 133.1 79.9 26.1 0.0 0.0 0.0 Page6.1 HOLDOWN SCHEDULE Date:ILYU,,LMengineerindl Job#: 1268 SHEARWALL&HOLDOWN NOTES(U.N.O.) : MARK HOLDOWN/ FASTENERS TO FOUNDATION COMMENTS (1) Simpson or equal. Locate at end of shearwall u.n.o. Install STRAP*(1) (2)-STUDS MIN U.N.O. ANCHOR*(1)(4) per manufacturer recommendations for foundation minimum end (8)- 16d sinkers to each distance and embedment, deepen foundation as required. T-1 MSTC40 connected element N/A (2) Construct cripple wall same as shearwall (SW)above, and gable-end same as shearwall (SW)below. T-2 STHD14/14RJ (38)/(30)-16d N/A (3) Requires 3x or(2)2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8&0.131"x2'/2', 10d=0.148"x3", 12&0.148"x3'/4', 16d=0.162"x3'/2", 16d sinker=0.148"x3'/4". (6) Install 111's on all trusses/rafters,A35's at 24"o/c on gables& rim joist(or solid blkg)to top plate (sill plate at fdn)u.n.o.;When specified spacing is less than 24"o/c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong-Tie or equal. (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7"into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12"or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. 9 All sheathina must be APA rated. SHEARWALL SCHEDULE Date: 11/30/2020 Job#: 1268 SHEATHING-APPLY TO SHEATHING EDGE NAILS*(5) ROOF TO TOP PLATE, MARK BASE PLATE SILL PLATE ANCHORS w/ *(2) 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED NAILS*(5) FLOOR TO TOP PLATE 3"x 3"x 1/4"WASHERS *(8) U.N.O.BELOW*(9) (do not penetrate past flush) &SILL PLATE*(6) SW-1 7/16"OSB 8d @ 6"o/c(12"o/c field) 16d @ 12 "o/c HI A35 or 24 24 "o/c 5/8"Ox10"AB's @ 60 "o/c SW-2 7/16"OSB 8d @ 4"o/c(12"o/c field) 16d @ 8 "o/c A35 @ 24 "o/c 5/8"Ox10"AB's @ 60 "o/c RSW 5/8"PLY*(7) DF#2 10d @ 2"o/c staggered (12" SEE DETAIL 1/X FRAMING o/c field) UPSTATE :engineering PO BOX 952 LYNNWOOD, WA 98046 T. (206) 280-4715 F. (206) 834-6261 SERVICES@UPST8.COM General Structural Notes — Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, OR OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE f'c=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6—W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x—AND GREATER): DF-L#2 JOISTS/STUDS (2x_): HF#2/STUD GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) 2x_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO'WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD (32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6"O.C, AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: NOMINAL WIND SPEED —85 MPH RISK CATEGORY II ULTIMATE WIND SPEED— 110 MPH IMPORTANCE, I = 1.0 WIND EXPOSURE, B KzT= 1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le= 1.0 Ss= 1.058 SITE CLASS, D S1 =0.411 SEISMIC DESIGN CAT., D SDs= 0.76 SEIS. FORCE RES. SYS, A.15. SDI =0.44 DESIGN BASE SHEAR= 10742 Ibs Cs= 0.13 RISK CATEGORY 11 R=6.5 2'•0" MIN. 2x TOP PLATE WIDTH NAIL SHTG TO HEADER @ 3" OC EW f (2) 3x STUDS UNO HEADER PER PLAN NAIL SHTG TO EXTEND OVER EACH STUD X SHEARWALL APA RATED SHTG 10d @ 3" OC PER SW SCHED ALL PLATES o� HEADERS & STUDS 10 HOLDOWN (2) 3x PLATES PER PLAN NAIL SHIG l TO EACH PLATE 1VT (2) 5/8"0 A.B. 8" CONC STEM WALL EMBED 7" MIN (2) #4 VERT EA FACE CONC SLAB #3 TIES @ 8" O.C. CONT FTG W/ (2) #4 TOP & BOT 1 ' - 6 ' MIN , 1 RAISED SHEAR WALL (RSW) NTS SHEAR WALL PER PLAN TIGHT-FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES ROOF FRAMING PER PLAN 2X LEDGER(OR RF TRUSS)W/ (2) 16d TO EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL SHEAR WALL PER PLAN SHEAR WALL PER PLAN TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING BOUNDARY NAILING PER BOUNDARY NAILING PER STRUCTURAL NOTES STRUCTURAL NOTES ROOF SHEATHING PER ROOF SHEATHING PER STRUCTURAL NOTES STRUCTURAL NOTES TRUSS (MONO) PER PLAN 2X CONT SOLID BLOCKING ROOF FRAMING PER PLAN W/(2) 16d TO EA STUD 2X LEDGER W/ (2) 16d TO EA STUD RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL ('2' SHEAR TRANSFER X SW TO SW THRU LOW ROOF NTS BOUNDARY NAILING PER PLAN RF SHEATHING PER PLAN MANUFACTURED TRUSS PER PLAN A35 PER SW SCHED 16d PER SW SCHED TOP PLATE CONN BASE PLATE NAILING t i 16d PER SW SCHED BASE PLATE NAILING 2x AS REQ'D SHEAR WALL (2X12 MAX) PER PLAN 3 ROOF TRUSS PARALLEL X TO SHEAR WALL NTS NAIL SHEATHING TO BLOCKS PER SW SCHEDULE EDGE NAILING SW PER PLAN EDGE NAILING PER SW SCHEDULE TYPICAL ❑PENING LSTA21 W/ BLOCKING AS REQUIRED (4 TYP.) 4 FORCE TRANSFER X AROUND OPENINGS NTS FLOOR SHEATHING W/ EDGE NAILING TO COLLECTOR BEAM PER STRUCTURAL NOTES COLLECTOR BEAM HUNG PER PLAN PERP BEAM (BM 10) SHEAR WALL � 'BELOW PER PLAN MST48 STRAP FROM UNDERSIDE OF COLLECTOR BEAM TO DBL TOP PLATE - CTR AT END OF SW 5 ROOF TRUSS PERPENDICULAR X TO SHEAR WALL NTS O 40 O 00 O O 4 TZ TZ \Z TZ O0 0 l I I o 0 ®o N o® O® 2 2 ®O N ED4E NArLrtOr TO 6EAM FROM FLK DrAFHKAc7M ABOVE T Z Ti 2 N ' ' II /TZ TZ N X OO \NH . S�-Z \NH TZ yp UP Trl�NT prT25L9 V1 N 6LOGKrN[r y(/ED4E NAS�N/T FROM FLK DTAFkfKA4-m P-sw[ABOVE i N O T Z tzsy t�Z x Z T 2 Est T T Z 1Zs� T Z T Z sy� T Z O O O 00 O O O G O O � [El x 2 x O sty-2 X s�-2 sV4-7- Xt SNO1 LIQN00 aleQ Ag paspalow 1ep lowum luud ain�zu�iS 2/LZ/ ��e-ur�Q -X l 1� 1' 101£#u018ullid3o A110 papoo pup uuoj urnlal xel sales inoX uo pal_rodai oq Ism uol2uluV 3o YC410 aql ui sleualRUI uollorulsuoa pup u0113rulsu00 of Sullplar xpl salpS :331JLON XVJL S '0ii02II/0jT3gl '(IgINLVdg Ng3g SVH A3NVdf1000 30 3.LV0IdI.L-I30 V 2I0'IVA02IddV(INV HQVIN Nggg SVH XOIJ,0HdSNI'IVNld V'II.LNf13XnJ,0fl'd LS 210'DNIQ'Ilflg V AdI1000'dO HSfl O.L'Ifl3,MV'INfl SI.Ll 'QIVd g?IV Sg3d 71V (INV AlfldHQ'd'aWSIH 2I0'lVlDldd0 ONI411flg 3HI AS Q3NJIS'II LNfl LIMl3d V ION SI NOI.LVOI'IddV SIHI 'LZ'8I M02I QNV 90NVdf1SNI NO1LVSN2dWO3 S.KIW RIOM 01 JNI.LV'19X NOIDNIHSVM 30 H.LVIS HH.L 3O 3000 NORY1 3HI 3O NOIIV'IOIA NI CMAO'IdM Hg'I HM NOS-dad ON`•Agg'dalll Q3ZRIOHJ f1V NSOM gH.L DMTOQ NI(INV NOI.L0fl'J LSN00 ONILV'IflJg2I SMV'1 R VIS QNV A113 HIM A'IdWO:)01 HR'dDV I •10uJan00 agl3o uorsroap z0 oaupp!ng`uoilpruplooid`iapio,(up.ro`Mel 1p]apa3 10 alels`.1apio.10 u0rlpingai`aoueuipao f.110,Cup 3o uollploln ul 10`uorleuuo3ul alaldwoaul io oluinoopul`loauooullo slseq agl uo ao mm ul ponssl aq of pouluualop sr 113r lruuad slgl a3lonai m puadsns of pozuoglnp sl 170 Wo 8ulpl!nq oq L•loruanoO agl3o uolslaap ao aolnpp oouepm2 `uolla[uplaoid`lapro Aup3o to`n%pl lerapal ao olpls fup3o to`f.110 agl jo npio anllnoaxa jo ooupulP.lo iaglo,Sup.10 uorlolPsunf slgj J0 saaupulpio A110lagl0,Cup`apo0 slgllo uoilploln ul olagm arnlmns pIo osn ao,Coupdn000 luanald of poziloglne s1 1plol3.Io Sulpllnq ag,I,•pllen oq lou llegs pup)pom Bons ozlzoglnp lou llpgs lluuad slgl`alplS SIMJO 10ulanoO agl3o uolsloap.10 aolnpp aouepla`uollpuzelaoid`npao zo`mial jawpa3 ro alels Cue Aq paloulsaa io pallglgoid sl uorlongsuoo Bons uollm arurl jo pouad ,Cue 8ullnp�(lrnllae uorlorulsuoo mollu of polatdralui sr lluuad slgl jo 2upuuA io aouenssr aql lualxa aql oZ•alplS slgl30.roulanoO 3Tjo uolsloap ro aalnpp aauepm8`uorle lowd`np.lo Aue jo so`nael leiapa310 olels fut,jo`ApD agl to iapio io aaupulpio zaglo ,Cup 10 apo0 sigl30 uollploln Cup`Io lenoiddu io`zoI lluuad p aq of panzlsuoo aq lou llpgs lruuod sigl jo 2ulluezo to aaumssr aqZ 'IVAOHddV JIIARIdd :QVO'I 000 :S'ONIQ'IIflfl :dfioldo 030 :SIINfl'JNITI3MQ :gdlkl'.LSN00 :SgruolS S lOZ :UVEIA HSI00 xoldn(I :3dAI IIWIIHd NOI,LdRIOSHQ got :dXH :#0I'I :dXH W 01'I Ho.LOF H.LNOO ONIIHM ld HoJ aVRjNj00'IVOINVHDaW zz0z/81/z0:dx3 'JO9980DISV00:311 0090-VLV-09£ LLZO-£Z6-SZb £ZZ86 VM`U0l3Uli1V £ZZ86 VM`uOl8ulIIV £ZZ86 VM`NO.LDNI-l-dV anV ardUJKlO N SZ£ anV oiduj/i10 N SZ£ IS ILLS 3 0L dno D uoporulsu00 lspo0 0ZZ`dnoig IgO N3ARIS T IS'I3M HOSIVIN VolaVH,LN00 .LKVDI'IddV NHNMO 16'L l£0l Z :uollpnlpA 00800170OZO90I£:#laazed '33NVflSSI 30 a,LVa H31AV SAVQ 081 SgHIdX3.LIWHdd IS HIS'H SOL 919£:#Mulad M RIHd 9NIQ'Hllg I 59£-£0b-09£:ialua0 I!uuad-Lib£-£Ob-09£:SNOI LOgdSNI £ZZ86 VM`uol2U1iJV`3N anuanV g169 b0Z81 uoou.aa;,;s ao 8uiuzow aa;ajd noS aaq;agm pun'pa;sanbu 8uiaq uoi;oadsul;o adAL ljagwnN;iwaad :u0l;ewJ03ui Bul,Nollo]ag;annal asnald uol;aadsul un ioJ;luylna uagM suoi;oadsul aq4 xoj sanoq 8q,Nulls luoi;aodsui Sup;xau io3 wd 0£:£Aq IIaO SMOI.LaadSM Hoj 7 va 6S'6178`6$ :an([aauEleg 00'0$ :;uaUlSud 1910L 6S'6178`6$ :an(I ln;gl, 00-99C,E$ 40-u0i1e611m og}ejl LZOZ/9Z/l0 0017814 dS PIN-Wd LZOZ/9Z/LO 00799`L$ dS/lliunwwo O-Ved LZOZ/9Z!LO 89'9L9'L$ aaj MaiAaa ueld 6ulpling LZOZ/9ZILO 09,98 99.1 96jegojnS opoo 6ulpling alelS 2OZ19Z/LO 00'9Z$ JaleaH JaleM 2OZ/9Z/LO 00'9 L$ lesodsio/sleuu n/slallo usNuiS L ZOZ/9Z/L O 00'09$ •oslw 6ulgwnld 2OZ/9Z40 00'9Z$ aseg 6ulgwnld 2OZ/9Z40 00'Sti$ /volenel 2OZ/9Z4O 00'0E$ suieja;ooZj I q q asoH LZOZ/9 M 00,93 Jagsem s941010 =Z/9Z/LO 00'0E$ Alup jaMogS jo jaMoys/glee LZOZ/9Z4o 00'SZ$ 98=1 AB0l0ug0all6ulss930Jd LZOZ/9Z/LO 00'SZ$ aseg leoluegoalN 20ZIMW 00'93 sliun/6uldld SIRE) 2OZ/9Z/LO 00'93 leaH'IV p00Jod LZOZWAO 00'5 L$ anolspooMlijasul/aoeldailj L Z0Z/9Z/LO L9'SZb'Z$ aa-�flwJad 6ulpling LZOZ/9Z/l0 ;unow,+oag uoi;diaasa(l a;nQ S3�3.LDAi><I�d 'NOISSMRidd 9JVHVddS d•2II 03a 1'I'IIM�'OI d`S�dfla2iVI�i `SAVMgARIQ`S-I'IVMdQIS`SI3wfio)mivwOQ OI'Ilifld 3H1 NO NOL XII&ISNOD ANV 'A-INO AL-dgdOdd 3.LVARId NO 9NOQ HE Ol XWOM SWRAOD.LIWH9(1 SIHI'(191ON XHOM 3H L KINO SUIldolUflV.LIMHd SIHI •suoi;oodsui io3 IFD'Obi-(IS 01 alagpe Ilegs a2BUMIQ WINO S3I.LI'II1fl 30 NOI.LOfl-dISN00-I03'IVA02IddV V--i LO Z 0 a 1 1. T z a Q ` Q W Cn 0 z 0 O O d z w O W `� o � U � Q J M LL SNOI.LIQN00 OIsCl Xg pas ea aHl aIEQ outbN lucid ainluulffiS 'i 0 i£#uol�uil-iV 30�i0 papo0 pug uuol Lunla�x�l sales.ino,C uo powdoi oq Isnut uojBugiV 3o fIiO aqI ui slupollew uoilowlsuoo pup uoiloni1suoo of Ouilnloi xul solpS :IIOI.LON XvJL SHIM 'Oii02II/OIiOgI 'Qd.LNV2IJ Nd�g SVH AONVdfl000 d0 d.LVOIdI.I.2I�0 V 2I0'IVA02IddV QNV gQVL�I NdMg SVH NOI LDgdSM'IVNId V'ILLNfl R dfl.L0fl'd LS NO JNIU'IIflg V Adf1000 W HSfl 01'IfldMV"INfl SI.LI 'Q1Vd d2IV Sggd TIV QNV A LfldFlQ'HgH/SIH 2I0'IVI0Idd0 JNIQ'IIflg dH.L Ag mmDis'IIJ Nfl LIW'dHd V ION SI X0UVOI'lddV SIHI 'LZ'8I IADd QNV H0NV'dfISNI NOIIVSNgdWOD S,NHWN'dOM 01 JNIJV'19N NOIDNIHSVM AO g.LVlS HHI 30 d000 WEIVI HHI 30 NOI.LV7101A NI QaAO'IdWH dg'I'IIM NOS?IHd ON°Agg2IdH L QgZI'dOHJ fIV XXOM alll JNIOQ M QNV NOI XINISN00 DMIV IMFIld SMV'I HILVIS QNV Allo HIM AIdwOD 01 gg2IJV I •10uzan09 agl jo uoismp.to a3uepin2`uoilnuit?l0oid`aapio,Cur_lo`mLl Imopaj jo oluls `.taplo io uoilPln2ai`oouzuipto X1i0 Xun 3o UOIII2101A ui 10`u0ilnuu03ui alaldwooui to olemoot?ui`loonooui 3o sispq aqI uo.to iaua ut ponssi oq of pouiuuolop si l!3H IHuuod sigl alloA0.1 10 puodsns oI pozuoglne si luioglo Suiplinq aqI •.tou.taAOD ag13o uoisioop io ooinpu oouepin2 `uoilmulowd`npio XUP 3010`Anel JUJOpal I0 alt?ls,CUPI0.l0`�110 agIIo J3p.lo 3niln0ax3.t0 aoueuiplo.laglo,cut?io umpipsu f sigl JO sa0ueulpz0,4Cji0.lagl0/WU`3po0 sigl Io uoilt?IoiA ui ologm 3.inl0nils U jo asn.to Xmudn00o Iuana.id of pozuoglnu si IuiOglo 2uiplHnq oq.L'pilUA aq Iou llugs put 31iom g0ns ozizoglnp lou Ilegs Iiuuod sigl`alulS sig130 IoulanOD 3g130 uoisioap JO aatnp13 a0uupin2`uoileutriooid`.lapzo.to`mnl lei3pa3 io aluls,Cut?,iq poloi.11saa.lo paligigoid si uoiloTulsuo0 Bons uogm awil jo poilod ,Cuu 2uunp XIinilOB uoilonilsuo0 molln of polaidiolui si Iiuuod siglIo 2uilupA io omansst agl luolxa agl oI-olujS siglIo wwano0 agIIo u01si0ap J0 301npU aouupin2`uoquLuujooid`.lapto,Cue3o 10`mpl It?aapal.to 31els,CueIo`,CIiO agIIo lapto zo 30uruipto niglo Auz 10 apo0 sig130 u011,0101A,Cun`301PAoiddu jo`.lol puuad z oq of pon i1suoo aq Iou Iings Iiuuad mill jo 2uilurt2.to aounnssi aqI 'IVAOHIddV IIMAtl :QVO'I 000 :SJNIQ'Ilflg £-d W10ND DDO :SJ lNfl JNI'I'IgMQ gA :ddA.L*ISNOO :S91NO.I.S 9I0Z :2IVHA g000 xoldnQ :gdA.L,LIW'dHd Nolldluas,W nor dXg :#0I"I :dXg :#0I'I HIO.LJVHLLNOD 9NInL1 Ild H olavRIN00 lval vHaaw ZZOZ/81/ZO:dXfl DD9989DJ SVOD:OI'I 0090-t,Lb-09£ LLZ0-£Z6-9Zt, £ZZ86 VM`uol2u'I'V £ZZ86 VM`uolguil-'V £ZZ86 VM`NOJ DM'I'dV aAV 0iduz,C10 N 8Z£ aAV 0idtu,C10 N 8Z£ IS HI9 d 90L dmig uoilotulsuo0 Iswo 077`dnoi0 IgJ NdAHIS ?8 IS'IHN HOSIVW H olavHLLNoa .LNV3I1IddV H aNIMO WLi£OIZ :uoiluniuA 00800t700Z090I£ :#I00-Isd ':IONVflssl 3o a.LVa H HIAV SAVa 081 SHHIIdX2 LlKH3d IS HIS'21 SOL 9I9£:#I!tU-cad .I.1"ad ONICHMU 199E-£Ob-09£ :J3lua0 liuuad-Lib£-£0t-09£ :SNOLLOddSNI £ZZ86 VM `u0121HI V`gN anMAV g165 WZ8I NOIDNIINV AO AZIo uoouaa;3u jo 2uiwow aalaad no,f.iaq;agm pun'pa;sanbaa tuiaq uol;aadsu13o ad,C,I,`iagwnN;Iwjad :uol;uwao3ul SUIM01103 aq;anual asuald uol;aadsu►uu aoj$ulllva uagM suol;aadsul at1A ao3 sinoq 8p ntolln luol;aadsul Sup;xau jo3 wd 0£:£Xq Ilea SKOIZ3gdsNll WoA'I'IVJ 6S'6b8`6$ :an(I aauulug 00'0$ :;uawAud Ig3o.L 6S'6b8`6$ :an(I Iu;gl, 00'99E'£$ Al!o-uoije6giV4 ol}}ejl LZOZ/£0/ZO 00'ti8t7$ JS MVY-Need LZOZ/EO/ZO 00'Z99`L$ jS Aj!unww03-�Xd LZOZ/EO/ZO 89'9LS'L$ aaJ nnainaa ueld 6ulpllne LZOZ/£0/ZO 09'9$ eat 96jegomS apoo 6uiplln8 a3e3S LZOZ/fi0/ZO 00'SZ$ Ja}eaH J81eM LZOZ/BO/ZO 00'9 L$ lesodsi(/sleuun/sievol/sNulS LZOZ/BO/ZO 00'09$ osiw 6ulgwnld LZOZ/£0/ZO OO,SZ$ ase8 6ulgwnld LZOZ/£0/ZO 00'917$ /GolenBI LZOZ/£0/ZO 00'0B$ suieja loo�A/ql9 asoH LZOZ/£0/ZO 00,93 JagseM s9y;013 LZOZ/£0/ZO 00'0C$ Alup jamogS jo jaMogS/gle8 LZOZ/£0/ZO 00'SZ$ eej A6ol0ug0al/6ulssa30Jd LZOZ/60/ZO 00'SZ$ ase8 leoiuegoaW LZOZ/£0/ZO 00'SL$ silun/6uldid WE) LZOZ/60/ZO 00'93 1e8H HIV paoao-� LZOZ/£0/ZO 00'S L$ anojspooNVjjosul/aoeldaalj LZOZ/EO/ZO L9'SZti'Z$ aa_�I!wjad 6wplln8 2OZ/£0/ZO ;unowd aaA uol;diaasaQ a;u(I Saa3 IEWHdd NOISSIY�i2i�d 1.LV dVJIS HNM692I'TIIM CO.L9`S9Rfl6'dVW `SAVM�IARIQ`SN IVMgQIS `S"AD) NIVWOQ OI'Igfld H141 NO NOI XIIIISNOD ANV 'A'INO ALwgdOHd �LLVAI'dd NO FINOQ HS O.I.NWOM S dHAOD.LIWHad SIR GHION NNOM allJL A'INO SRZRIOHJ fld,I lmad SIHI •suoi;aadsui joj IIeO •uoija• -103 2uunp 311suo oq llugs sueld put,j!uuod p.- Jdd•sauil-paj of ozogpd SNOIIIQNOJ a Q Xg pasea ail aleQ auzeN lut.td a.utleu21S 101£#u012mliv 30 X41D popoo pus uuol uzniw xeI sales ino,C uo papodat oq Isnut uo;.5utlaV 3o Ai!:)oy ut sleualem uoilormsuoo pus uotlonilsuoo of Outlelaz xel sales :3011 N XV1 S:T1VS '01IO2II/01MER 'QgLNd2iJ Nggg SVH A�NddIl000 30 dLd0IdI12Iga`d 2i0 IdA02IddV QN`d dQdY�I Nggg SVH NOI LOgdSNI'IVNI3 V 'lLLNfl g2If UXINIS NO JNIQ'Ilflg`d AdflDDO W ElSfl O.L'If1dMV'INfl Sill 'QIVd HNV Sggd'I'IV QNV ALfldgQ'd2H/SIH-80'IVIDIddO JNIQ'Ilflg dHI Ag QgNJIS'ILLNIl J IMF[d V,LOIN SI NOl LVD lddV SIHI 'LZ'81 MDd(IN`d HDNV2If1SNI INOILVSNgdWOD S,NAWX'IOM 01 JNILV'19'd NOJDNIHSdM-40 g.LV.LS gH.L d0 9000 210gV'I dHI d0 NOl.LV'IOIA NI GaAO'ldWFl gg'I IIM NOS2l3d ON`•1kg92IdH.I.QgZI'dOHIf1V ?RIOM AHI JNIOQ NI QNV NOLL0f1 USIN00 JNljV'Ifl jX SMV'I HMS (INV AllD HJ IM A'IdINOD 01 HH-NDV I •.t0utanoO agl3o uots103p 10 ooueptn2`uotleuzelooid`-iapto,Cue to `mel Imopal io alels`nplo.to u01leln2a-i`ooueutp.to XI!D,Cue 3o U011eiotA ur to`uotleuuojut alaldwoout.to oleznooeut`Ioamout to stseq oql uo zo iauo ut ponsst aq of poutuuolop st It3t ltuuad stgl aMona.t 10 puadsns of pozuoglne st letotjlo Outpltnq aqZ•10ut3n00 agl,}o uotstaap 30 aotnpe 03uepm2 `uotleurelootd`.iop.io,Cue 30.t0`mul lezapal x0 olels XUe l010 `,CIID aqI to zap.to antlnoaxa.to ooueutpto zaglo,Cue.to uotlotpsunf stglto s3oueutpao'jt0.13glo,Cue `apo0 stglto uotleiotA ut aiagm wMotuls eto osn.to Xouedn000 Iuanatd of portioglne st IE ogjo Rutpltnq oq,L'pt[eA oq Iou llegs put,Atom gons ozuoglne lou llegs Ituuad stgl`olelS stglto 10u13no0 aglto uotstaap io aotnpe aoueptnS`uotleuxelootd`iapto.to`mel le.tapoj io olels,Cue,iq p31311Isal 10 paltgtgoid st uotlotulsuoo Bons uogm aurtlto popod ,Cue iuunp X11Atloe uotiorulsuoo molle of polazdaalut st Inuzad stgl jo gutlumS to aouensst aqI lualxa aqI ol, 'alelS stgl to-101u3n00 aqI to uotstaap Io aatnpe aoueptnO`umleu Blooid`npto Aue jo-io`mel Ietapal co Owls Cue3o`XIID oglto npio io aouempio nglo ,Cue zo ap0D stgl to uotlelOtA,Cue`l0 IVAo.tddu io`.tol Ituuod e oq of powlsuoo oq lou hugs Ituuod stgl to Outlue t�?.to aouensst oqZ 'IVA02I41dV. MU9d :QVO1l ooO :SONICI'IIng £--d WIONo DDO :S1INfl JNITIaMQ gA :adA1.'JSNOD :Sgl-doLs S I OZ :2IVHA d000 xaldnCl :gdALL JAWNUd NOI1.dRIJSaQ Hof :dX9 :#Dill :dXd #0I1 HO,LJV'd LNOJ 0NIMPU1 Id Ho LJVH LNOJ'IVJINVHJab1I ZZOZ/8[/ZO:dXF[ J0998DD1SV00:OI'1 0090-ftt-09£ LLZ0-£Z6-9Zp £ZZ86 VM`u012utl1V £ZZ86 VM`u015utlzV £ZZ86 VM`NOIDN IdV aAd otdu X10 N SZ£ aAd otdtu,C10 N SZ£ IS HI9 g 90L dn010 u0113tulsu0D Ise00 D-1-1`dnot0 190 NHAHIS 79 IS'IHN HDSIVW HO.LJVH.LNOJ .I NIVJI'IddV WaKtAO i6'L1£0lZ:uotlenluA 00800MOZ090I£ :#iaazed '3JNVfISSI 30 H.LVQ HH LAV SAVQ 081 SaHIIdX:l 1 WHAd IS HIS'A SOL 919£ :#I►ujad .LINHU ONIUMMI 199E-£0b-09£ :.talu0D Ituuad-LIt£-£0t-09£ :SNOLLJgdSNl £ZZ86 VAN`u012uyl1V`FIN anuaAV T65 t OZ8 i , OLLDNIINVN L40 A11D uoouaal3u ao 2uluaow aajaad noA iaglagm puu°palsanbaa Nu►aq uol;aadsu13o acuL'aagwnNl;lwaad Molluwaojul 2uinnollo3 aql anual asuald uollaadsui uu ao3 Nulllua uagM snollaadsuI aa1A ao3 sanoq 8p etollu`uopoadsul Sup Ixau ao;wd 0£:£Sq I1u3 SAIOI.LJgdSMI NO3'I'TVJ 69'6b8`6$ :ana aauulug 00.0$ :luaw,fud lulol. 65'6b8`6$ :an(I IuIo.L 00.55£`£$ 40-uolle6im o!Jjejl IZOZ/£0/ZO OO'ti84$ dS MA-lied IZOZ/£OlZO OO799`3 dS Apnwwoo-lied IZOZ/£O/ZO 85 9L5'l$ aaJ Malna�j ueld 6ulplln8 6ZOZ/£0/ZO 05.9$ aad o6jegojnS apoo 6ulplln8 ale3S 2OZ/£0lZO 00.5Z$ aaleaH JGIBM IZOZ!£O/ZO 00.9 L$ lesodslQ/sleuun/saallol/sNulS IZOZ/£0/ZO 00.09$ .oslW 6ulgwnld 6ZOZ/£0lZO 00.5Z$ aseg 6ulgwnld IZOZ!£O/ZO 00'Sti$ /Golene-1 lZoz/co/zo 00.0£$ sulejp loon/qlg asoH IZOZ/£0/ZO 00.9 L$ JagseM say;olo IZOZ/£O/ZO 00.0£$ Alup Jqmoqs Jo JaMogs/yleg LZOZ!£0/ZO 00.5Z$ aad A60l0uy39l/6ulss830Jd LZOZ/£OlZO 00.5Z$ aseg leopegoavl 2OZ/£0/ZO 00,93 silun/6uldld S80 6ZOZ!£0/ZO 00,93 }eaH aiy pao.aod 2OZ/£0/ZO 00,93 anojspoo/N/}jasul/aoeldaald IZOZI£0lZO l5.5Zb'Z$ aad IlwJad 6ulplln8 6ZOZ/£OIZO lunowd aaA uoild►aasa(I a;u(I S��.LII�i2i�d •NOISSIM2 Jd 91V'HVdFIS MdifIOMI'I'IIM CDJA`SggflO-dVW `SAdMgAI'dU`S?I"IVAkHaIS `S"f1D)NIVWOQ OI'ISfld 9HI NO NOIJ Df'd LSNOD ANH ]VINO A lWgdO2Id TLVAINd NO FINOQ 99 O.I.XWOM SWIAOD IM-Had SIR GHION NWOM 9HJL K NO SgZI'JOH Lfld I lMgd SIM -suoilaadsui.col lluD uotlar, 33 guunp ollsuo oq llugs sueld puu Ituuod pa, Id•soutl-pw of ajogpy MOIAa-d ul pIeuailpueiD gsof SuglanmQ Inqu0pis021 OZOZ/LI/ZI MOIAag ul Suiplmg Ruillomcl Ietluapis0-d OZOZ/Li/Zl SMUIS MO[AaZl 0I pausissd uoilduosaQ adAI nnalAag aleQ SAWAMd Ugjd soulsnpul aAd dnozo D3998031sd00 io 2IO.I.Dd2I. NO3 oidwf, 0090-bLt,-09£ UDISBD JOA311 uollolulsuo Iseo '8 g Z IO118Z£ � O #asuaoi-I asuaol'I AXI jolonaluoD ssaappd auogd Ionlu03 IClmud aolompoo sJ0131314UO3 NHAd�I�IdQISd2I DSI H A'IIWVA .I.S IS HIS'd SOL 0080MOZOSOI£ d'IDNIS OZI ISI3?I �SIVY�I 8uluoz auogd aaum0 OUIRN aaunn0 uoildu3saQ InSa-I ssaappd #I031Ed fflaadotd .iajsol uijslix :OZ-paugissv SSF[0021d NI :snlulS :flNa IZOZ/SI/90 :sa.lidxa lilund :panssl litujad :auoZ ,fliunpodd0/jIIV xajdnQ moN npoM Io adoaS jupuapjsag `E-Zj :ado,fauvdnaa0 HA :u0p3nalsuoa;o adfZ Z :sapolS 3o.iagtunN 9ESi :laad aiunbS 16'L l£O l Z :uoilunjuA xajdna :adXjL lituaad uxoa•dno.J?-jsuo34�l0A3.lj :jtutua LLZ0-£Z6-9ZV :auOgd U131SED JOAOJZ :1394uO3 EZZ86 VAN `u0j5uil-ld :diZ lalulS `,!4i3 aAd aidtuAlo ICI 8ZE :ssaappV luuailddV/Auudtuoa DZZ `dnoi0 Igo :atuuN luuaijddV/Suudtuo3 xajdnQ jaaajS qlS :amcN laafoad OZ/LI/ZI :aluQ ll'u.'ad 919E :#liutaad S 411-aD?a��'j off! 12/�z�l a�1�cr�cldd • i u 3Pd7O uagdaV 919£-59 L OZOZ/Li/Zl auiuN alp3 aluQ sait3 papeoidn :131SOA uplsp.IN -oouunssi of zoud ldpaooz a33louduzp loogos paaN OZOZ/Li/Zi 101So3 u?lslIN •uotluOIlddu aql KigluN palpuuug•oouunssi of loud lunoiddu uoiluogpaan SuIUOZ paaN OZOZ/LI/Zl 131So3 uilslz}I -aouunssi of loud lunozddu luld luug paaN OZOZ/LI/Zl :fig p3lua13 aloN alucl SOJOK 6S'6b8`6$ 1910L 00'99£`£$ KI!WEJ 312?u?S Al?D-u011u2111W Oup'l.L 00'ti8ti$ Xlpuzu3 012u?S AS MIN-)IJud 00'Z99`i$ Alpma 312u?S AS Alpun=oD-X-lEd 89'9LS`l$ Z-b olqu.L aad enapnag uuld fupppg O9'9$ l?ufl Is -P luappsag a33 o ivgoinS opo:)2upplpng apIS 00'SZ$ ssopturl io)luuy 10103H aaluM gsuMpuuH 00'9 1$ lusodsiCl/sluu?ifl/slal?o.L/s)lupS glug`ao?niaS`.►ug`uogol!)l-sju?S 00'09$ lasolo jalurn£iagsumgspp I pagpoads osinuaglo loN -osiW Supgwnld 00'SZ$ aa3 1puuad asug.Suiquznld 00'9b$ Xlu0 3Iu?S w lai?o,L fZolunurl 00'0£$ supuzQ3oo-d/q?g osoH 00'9 1$ IagsuM saglolD 00'0£$ ,Clap iamogS.10 lQmogS/glug 00'SZ$ 333 A80lougooL/8upss33oid 00'SZ$ aa,d 1puuod asug luopuugoolN 00'S I$ slpun.gad aoj sl?ufl/fu?d?d stD 00'9 I$ nlg iad aa3 luaH JpV p33zo3 00'9 1$ 3nolspooM/liasul/oouldaz13 IS'SZb`Z$ I-b alqu.L ooA 1puuod$u?Pl?ng lunouiV soloN uoildposoU aa,d saag 1 panulluoO Ala;es 9111 ON saA SIPM nnopulM £'Z'OT£ „-VV •xeVM :1481aH IIS nnopulM Z'Z'OT£ ON saA }sL S/}sS :snnopulM an:)saa AouaBaaua3 Z'Z'OZ£ Ala}es all ON saA suolle:)ol snopiezeH :Sulzelg AlajeS b'80£ ON saA a:)ueaealD ainlx13 8ulgwnld T'LO£ ON saA •ulna laal L:lgBlaH 8ulllaJ T'SO£ oN! saA 'ulna}sOL :suaoo8 algellgeH T'ti0£ ON', saA uolleuluanlll AennalelS L'£0£ ON.✓f saA wpOS ao/£ :swooayle8 £'£0£ ON saA uej asnoH alogM ON!! saA Doti pue%8 :uollellluaA/1g8i1 £0£ leanl:)81l43ab ON it saA VZ x 81 jo VZ x 9T :ssao:)y jmejD 1v'80b ON SDA aoedS ImeaO paluanuN £'80b ON saA saauJOJ}o ,£ pue OST:I sluaA IMeJD Z'8017 ON saA LT£8 pUe b X V:suwnloD LOV ON saA (luawaseq)Sullooidwe(] 1•90ti ON saA, uollda:)xa ao a8eulea(] uollepunoj T'SOti ON saA ap!S •ea „ZT ulgl!m slaaA:sSuluado IIeM £'L'£'£'T' oN saA (salgel aas)slleM uollepunoj trot, ON ✓J saA sadolS woaj sa:)ueaealD T'L'T'£OV ON saA 9 @ q:)u! Z/T :saoq:)ue uollepunoj T'9'T'£Oti ON saA leluozuoq s,ti#(t) :IIeM wa1S T'£'T'£Ob ON saA 100q/,-V @ ti#:luawa:)ao}ulaa Ie:)llaaA Z'£'T'£Ob ON �, saA (Z(])s8ullooj snonulluog Z'T'£Ob ON ,/1 saA azis 8uilooj T'£Obl OW ,/t saA snonuiluoa s,t,#J,7) :s8u1looj T'£Oti anlldia�saa Jo g0aloag :slloS T'ti'TOti slleM walS pue s8ullooj ON saA uolleaedaS a8eaeg! 9'ZO£ ON .� saA aasop/m aoop alnulua-OZ :s8uluado a8eieg T'S'ZO£ ON is saA uolleaedaS asnoqumol Z'ZO£ ON saA wnualxew /S£/laal S :lol uo uolle:)ol T'ZO£ ON saA L'To£-S'TO£salgel:speol Z'TO£ anildla:)saad pajaaul�ul T'To£ euallaO uglsaa Tzoz/8Z/T ale(] o>l A8 paMalnaa X maN 8ullslx3 MaoM jo adAi asnoqumoi X xaldn(] a1sulS adAl Sulplm8 1S q1S 3 SOL ssaappy Jll dnOJg 18g aaumo AA31A3a Ntlld fNV1d IVI1N341S31J ON saA,, (':)'o „gb) sunnoa-alljoou 11708 ON saA waolleld ao ssnal:suedS aa:4ea S708 ON saA waoIIeld jo ssnal:uedS Islof 8ullla0 ti•Z0g ON saA 4:)I1d ZT:£> :sweag aSPW £708 ON saA (tit-CIS) aOeulead}oog'I £'108 BuIIlaO/}ooa ON /r saA aaauaA AauoseVq/auo}S 8'£OL ON ,r saA (DVAA)s8ulaano0 IIeM aolaalx3' £OL ON " saA 8ulaaAOD IIeM aolaajul T•ZOL ON saA aaauaA ZOL ON ,/L saA saooa/sanopulM aolaalx3 609 ON saA AauoseA }luN ssem L09 ON saA suol;epuno3 paddalS Z'TT709 ON saA 8ul:)ejg IIeM alddla0 TT•OT709 ON saA laue�.11e a�eig a}euially T'ti'OT'ZO9 ON saA anlldla:)saad fo paaaau IOU 3 8uPeag IIeM 01709 ON saA ,ti ao „tl ueq ssaj :slleAA aldduD 6709 ON saA (S 'ti'£ 'Z)salnpapSaaua}se3 T•£709 ON saA saleld pue 8ulwea3 IIeM POW £709 swalsAS IIeM ON saA paaaaul2u3 ao uol;:)auuo0 peol leaa}el pa(] (T)E•Z'LOS ON saA uolpauuOD aa8pal Tad T'Z'LOS ON saA ulw sayoul S•£ :saoo13 alaa:)uo0. 90S ON saA pooh pa}eaal ainssaJd bOS ON saA -xew}s000'T :8ulddols:4eaa ZT'ZOS ON saA ;slot/aaj}eg ao sassnal TT•ZOS ON saA s8uluado/siapeaH 0170S ON saAl s,ifl ao suedS}slot algemolIV £'ZOS swa;sAS aoo13 ON sa'& saie0 Ae4/awoH ;InpV TZ£'8 OZ£ oN saA :)llseld weo3 9T£ ON saA uolpajaa OD ST£ ON saA wooayleg jo apls}no ,£ :dS ti#-FVT£ ON saA uolpalad ajowS' 171E ON saA 'ulw say:)ul-9E -IgSlaH pieng Z'T'ZT£ ON saA say:)ul snld T£ -spien9 T•T•ZT£ oN saA sdLued 8'TT£ oN saA siasla snld b-slleapueH 8'L'TTE ON saA aWOJd IleapueH 8'L'TT£ ON saA 'ulW .OT/XeA .,ti/£ L :sa1elS T'S'L'TT£ ON saA •ulw „g-,g wooapeaH Z'L'TT£ oN saA ulw laal£ 4lplM AeMale}S T'L•TTE oN saA ulw laal E 4lpIM AeMlleH 91T£ ON saA juawgoe;iy 8ulpuel T•S'TT£ ON saA ssaJ03le:)l:PaA ti'TT£ ON saA -ulw ,£X,E :s8ulpuel £•TT£ ON saA „8-,9 @ 'ulw laal E :saooa Z'TT£ M9IAOII ueld opo0 R8a9u3 aaS:Hu114811 pue 03SM :)dl-8ulgwnld ON saA 8uldld pue seg lan3 tZ aa;deyg ON saA sluaA pue sAauwi4D gi aaldeyg ON saA uol;e:)lIlIuapl L{ISual S'b'ZOSI ON saA '1'Vy ao ,SZ :Isne4x3 joAA(] saylolO ZOSI ON saA J3SM:BLjlzlS juawdlnb3 £'IOtii ON saA sa:)uellddy:)l}l:)adS tl aaideyg ON saA pedwi wOJI uoll:)aIoad I'£'LO£I ON saA a:)anoS uol}lugl jo uol}ena13 £'LO£I ON saA sa:)uellddy jo ae2ao4auy Z'LO£I ON saA gelS a}aj:)uog „£ :saoeuaealg punoag I'b'I'SO£I ON saA s:)llld ul saauellddy £'I'SO£I ON saA „0£X „0£ :ssa:)ay}uawdlnb3 I'SO£I ON saA saieldaa13 pue Aauualyg pi aa}deyg swalsAS Ie:)lueyaaW ON saA ;uawAepapun L'Z'S06 ON saA ,0£ X „ZZ :ssaaJy:)Illy I'L08 ON saA mol pue 42l4 OSI/I :uollelllu@A 100a Z'908 ON saA 8u14}ea4S loon £08 I I 1 I I £;0 4 abed d194/9 0)ve6 om so J30 ZZOZ/8T/Z :uollealdx3 ODS98!D LS`dOo.aagwnN asu8311 O i:uOsJOd lORWOO ul se aonaa wo:)•dnoa6-Iseo:) :I!ew3 @aonaa� LLZO-£Z6-SZV :auoyd - :apo0 diZ :alelS :Allo :ssaappd £ZZ86 VAA u016ullay any DIdwAlO N 8Z£ dnoa0 uolT:)nalsuo0 Iseo0 :aoloealuoa wo:)•dnoa6-jseo:) :I!ew3 @aonaa� LLZO-£Z6-SZV :auoyd :epoo dlZ :alelS :AllO :ssaappd £ZZ86 yM u046ullay any:)IdwAlO N 8Z£ 0ll 'dnoa0 180 'lueollddd wo:)•dnoa6-4seo:)@aonaa4 :IPW3 LLZO-£Z6-SZV auoyd :apoo dlZ :alelS :Allo :ssaappd' £ZZ86 yM u046ullay any:)IdwAlO N 8Z£ :aaumo all 'dnoa0 19J :uollenlBA 00'000'OST any piogg pue 4S qJS to aauaoD le shun xaldna :(heals ssoao apnloul) lesodoad agljOsaa 9£ST •dS lelol LTV .96eaeo 9S8 :ioold puZ 089 :ioold ,s l :easy pasodoad aanlonils Ajossaooy irj uolllPPV d asnoyumol 'o xaldnQ tA Allwel-916ulS ;M Meld :ssaappd laaload £ZZ86 bM uo46ullj`d v 4lun 4S 44S XXL '8018d Miilnom 39 AyW NOIl` Ol=llH3A ONINOZ 3Hl 's iO3 -lviiinens IVOINVH03W 3Hi aNV lv-Liivgens ON19Wflld 3Hl 3afllONl OSIV ism NOIIV011ddy 3Hl 'SN011tflno-ivo l unionidis 30 S13S(Z)OfAl aNy SDNIMVHCI N011onH-LSN00 d0 S138(Z)OMl A9 a3INVdIN000V 391sniN NOliV011dd`d SIHl 'S3unionbus AaOSS300y»0` O3a 'NOIlI04y '3snOHNM01 'X3ldna 'AIIWt/3-3l0NIS M3N `d 803 JNIAIddy N3HM a3sn 39 Ol SI NOIly011ddy SIHl G95E-£OV(09£)auoyd • EZZ86 VM'uol6ulla`d• 3N aAy W69 VOM •uol6ulliV}o All0 p�'�N't luawdolanaa DIWOU003 V Allunwwoa to luaw:pedea N011d011ddd 11WH3d IVI1N301S3M i - - a; 1 E jo Z GBBd d194/9 (A)Jd) san18A bu!onpaa ainssaad aneq pegs aajeaa6 ao lsdog le sa!lddns jolum IIV • 6 LOL 3SSV aad sia)lpaa8 wnnoeA o!aagdsowlV ql!m padd!nbe eq of paalnbaa sq!q esoq Ild • „Z/T-T 'i,Z ',,£ ',iti :az!S AMa posodoad aaddOD/xad :17amelelnl bu!d!d pasodoad sov :1e1JBIB" AMa pesodoad :ezlS 6uldld aajeM posodoad penu!}uoo uo!}oeS 6ulgwnld aalem 4ua!D!JJa %S6 ssal luel - SOT Z3dN x (Is!I) aa4l0 CI # lapoW aaIeaH a81UM Z x (g'Z) qq!8 asoH C] i x J91EBH J91EM x (9,L) aaysemgsl(l £ x (s'Z)lasolo aaleM ] i x (0't,) iegseM sewolo 'G_l £ x (0'L) Aa01ene-1 �J x (0•Z)iemouS i x (s•1) Nu!S Z x (0•t,) ogwoo jemogS/4je8 (posodoid saanixg jo aagwnu eql aleo!pu! pue Aldde jegj pe Moago) (panlonu! s! 6u!gwnld p }no 6u!ll!l enwluoo) uo!joaS 6u!gwnld 155E-£OV(090 auOgd • CZZ96 VM'uo)6ullJV• 3N GAV 4165 ti0Z91 •uolBulliV jo AU3 O !7 juewdolanaa 31wou033 I Allunwwoa jo iuow:pedea '! NOI.LV011ddd 11WV3d IVI1N3GIS3V ,��,� C• I t. .' g;o E abed d194/9 UI�SBE) aonaal :aweN slueollddV luud OZOZ/£/Z6 a�eQ :aan}eubiS lueollddV soomildde Ile jo }aal 9 idyl!!m paalnbaa sI jjo-lnys V soouelldde Ile jo}paainbaa 6ulluaA pue iie uoilsngwoo aadoid }aal 9 of 9 Aaana paanoss/palaoddns aq of paiinbaa em seug seE) soup se6 pe uo paiinbaa aae (sdlap) sdeal luawipaS aouegdde Am of Builooy of lsal ainssaid a saainbaa buidid se6 mON Ab :eouegddV lsayland of aajalN wool eouelsla nl8 000'SLZ :saouellddV Ile jo s,�18 leiol „i :azls add :IelaajelN add adld�loelq �t] :elgeogddV}ON uollewjolul Buidid seE) ae4lp 'd 6uldld set enOiS BulPuelseaad �uel e6eaolS aee aoopinp r) liesul eoeldeald walsAS Ad .F—I eouegddV lend-plloS aello8 Buldld oluoapAH eoueilddV Buhl000 Ieloiewwoo �J POOH II edAi U33S #IOPOIN on od 3dSH 833S #IePOIN dwnd l.eaH %56 3n3 0908ZX6 S d #Iepow (+09) aoeuand fps) — :seouelldde posodoid loolaS (paAlonui sI luewdlnbe Iealueyoaw 1! ino 6uilli}anwluoo) uol1096 leoiue40en G99£-SOV(090 auNd • 6ZZ96`dM`uOl,Bu'IJV• 3N enV 4169 VOZ9G •uoiBulliV jo Allo luawdolanaa olwouoo319 Allunwwoo jo luew:pedaCl NOI.LVOilddd .LIWM3d IVI1N3a1S3V i -� -�.�.. 301JJC- Ruz c 0 JIG; suoileoilpedS saaanloepuew pue `9 •oN `dd OAAV `SaN 9 WZ :saouaaajau 91 3 M A3 OL 6`6 = q3 palsnfpV OOE'6 -joloe3 q3 006=asee q� 8 x b=aZIS Z#l--�a saioodS aagwaW LZ=jep/-"- 6Zl0 8Lv` n %bZ� ELO'0 % ZZ %6ti 8 x 1Foi;eu ll 3 09£/ll dap/ll ae 4S IBU puaJL�� ;y iaM-;1aS wea8 glpnioul aagwaw pepejeS 6 le Z�I 999=ll Z uolloea�l 999 =ll 6 uolloeau 00'0 le 999 09'v le VLV f 6 = 4lbua1 we98 96£=ll Z uolloead 968=ll 6 uolloeOU =xelNaea43 =xeIIluewovv 116 :416ua1 017 6 /88 V peOl - 44r!aM-jleS wea8 6uipnioul suoileoo-1 pue speo-1 ZRI FR 6 =y}Bua-1 wea8 - weaBeiQ Buipeo-1 OZOZ/6/Z6 oleo 4aJod lua3 aI wea8 S3SSVd aagwaW polooleS xeldna ggg 6 }seoa loafoad %6t,le Bulpua8 ioloe3 6uipoiluoa siuuaa A8 Z##l-3a-8 x V uolloeleS aagwen u6ls9a awoH Auedwoo woo•a9dla4we9q•mmm p•6 MIGH wea8 •I I 1 ��� � I I I 1 � 1 I M I suoi}eoilioadS siain;oepuew pue '9 'ON da 0Md `SGN 9 WZ :saou9JGJGU 8'6 3 99Z A=] OOb'Z=q3 paIsnfpd 000'6 -aoloed qd OObZ= ase8 q3 ZI x 94 9 =eZ1S bn l3a wel enIg saioadS aagwaW b9 969'0 L99/1 % 99 &eo %L£ % £L I Z6 x 84 9 3 OtiZl�l �aP/�1 �o!;e21 l� 3 09£/l� [A;] Bu Ipua8 VA lda we-I anlC) �4 !eM-flag =913 bulpnioul aagwoW popoleS 96 le zu £E 6'Z=ll Z uoiloeaH 0£0'17=l1 6 u0i13eau 00'0 le OEO`b 08'J7 Je EEO'8 6 % = gj6ual wea8 LW 6 =ll Z u043e9U 88Z'Z=ll 6 u0140e9�j =xeWaeags =xeW;uawow 9L't7lV U 96 :yl6ual 699'ti/989'Z 08/09 J peol v peol -1-1) - ;LIBIaM-110S weee 6ulpnloul suoi;eoo-I pue speo-1 Z�I FR 0 % =y;6ua-1 weer- LuwBela 6ulpeo-i OZOZWZl ale(] aapeaH J004 96MBE) al wea8 S3SSVd jegwaw pa}oalaS xeldna g£gL ;seoo 109foad %EL le 6uipua8 ao;oed 6uipoa}uoo siuuad Aq VA l3(1 we-1 anIC)-2:6 x 8/� 9 uoi;oalaS aagwaW u6is9d awoH Auedwoo woo•aadlagweeq•mmm o-1 .JMIGH Wea8 i �� :� I I suoijeogioadS saaan;oelnueW pue '9 'ON VG 0MV 'SON 9 WZ :saouaaaJa�J 3 99Z nd 96£'Z=q3 pa;snfpV 996'0=ao;oed qd OObZ= ese8 q=1 86 x 94 9= az!S VA l3a wel enjo soioedS aagwa!n! £9 869.0 V69/l %L9 b8£'0 %OS % b8 86 x 8/6 9 3 aea48 6u pua8 VA lea wel anlE) 14 1OM-;laS uieae ulpnloul aagweW po;oalaS 66 1e Z?j 009'9=ll Z uoi}oea�j V86'8=ll � uoi}oea�{ 00'0 Je b86'8 ZO'9Ie 8LL'17b 66 = 416ual wea8 6917'-V=ll Z uogoea�{ 8Z0'9=ll 6 uoi;oee�j =xeWjeegs =xevyluewoW 64 :pu3 9 :pu3 9IV 9 :ljelS 0 :gels K 6`L/686'£ 09t,/09£ OZZ/8£6 J peOl o peol 8 peol (�1/-1-1) - ;4610M7;IGS WBGS 6uipnioul suoi}eoo-j pue speo-I z� FL e� B =y;6ua'1 uae08- uaea6ei(3 6ulpeo-1 OZOZ/6/Zl ale(] piw a6eiec) aI wea8 S3SSVd jagwaw pa;oa!aS xaldna 9896 ;seoo }oafWd %ti8 le 6uipua8 ao;oed 6ugloaluoo siuuaa A8 M lea we-1 anlE)-9� x 8/� g uoi;ooleS aagwa!ny u6is94 awoH Auedwoo woo•aadjayweaq-mmm p-1 aad-jaH�5q J suoi}eogpadS saaan}oepuelN pue `9 'ON `da DMV `SaN S 0Z :saouaaaPa�l 9'6 3 M n_� 080`6 =qd pa}snfpy OOZ'6 -ao}oe=l qd 006= 9seg qd 01 x b=9ZIS Z#l-da seioedS aagwaW % ZZ 990'0 t W9 /l � % ZZ 9b0'0 06 x t/ 3 OVZ/ll Jep/ll oRem 11 3 09£Ill dap/ll aeayg IBU pua8 14 IGM-IIGS wee» ulpnloul aagwaW pa;ooleS 9}e Z2J 49,z=ll Z uol}oea�{ 6Ls,z=ll 6 uol}oeou 00'0}e 669`Z 00T}e L9L'E 9= y}Bual wea8 969'6 =ll Z uol}oeaa 969`l =ll 6 uoi}oe9l] =xewaeegs =xew}uawon u 9 :y}6uel 0£e/999 y peol (-11/ ll) - ;yFIaM-;jeS weae Bulpnloul suol}eoo-1 pue speo-1 z�I FR 9 =4lBua-1 uae08- wea6ela Bulpeo-1 OZOZ/6/ZL a}ea GDS jea�:l al we98 S3SSVd aagwaW pa}ooleS xeldna g£g 6 }seoa }oafad %bg}e 6uipua8 io}oed 6ullloa}uoa siuuaa As Z#l-da-M x t, uol}oelaS aagwaW ublsaa awoH Auedwoo woo•aadlagweaq•mmm p-L aadlaH uaeag I suoijeoijioadS siainloelnuew pue '9 'ON `dd OMV `S4N 9 WZ :saouaaaMJ 07 3 06Z Aj £06'Z=q3 palsnfpy �00• =aoloe3 q3 006Z= asea q=1 8/L 66 x Z/6 £ = aZ!S 307 SM lSd saioedS aagwan % £6 8b0'0 9L£`Z/l % 96 8£0'0 % 6£ % £Z 8/L 11 x M £I 90 EE o!3e21 111 I 3 09£/ll dap/ll Je 4S Bu pua8 307 SM lSd a4 !eM-dlaS wea8 BuipnjoujjoqwoW popoleS TL le Z2I ZLVZ=ll Z uo!loeaa ZLV Z=ll 6 uogoeaU 00'0 le ZLb'Z 9L'£le££9'l' TL= gl6ua� we98 096'6 =ll Z uoiloea�:] 096'6 =11 6 uoiloeau =xeWaeags =xeWluawow 4 9'L :gl6ual 099/OZ9 V peOl ;yBiaM-jleS wea8 Buipnioul suoi;eoo-; pue speo-1 ZRi ILA S-L =4;6ua1 wea8 - wea6eia Buipeo-1 OZOZ/l/Z6 ale(] 6u!ui(]aoo13 aaddn (]i wea8 S3SSVd aagwaw peloa!aS xa!dn(]9£gL lseo(] loafoad %6£le aeays Joloe3 6uipaluo(] s!uua(] A8 307 SM lSd-8/L l6 x Z4 £ uoiloa!aS aagwaw u6is9(] awoH Auedwo(] woa•aad!ayweaq,mmm p-� .MIGH wea8 i I suoijeoilioadS saaanloejnueW pue '9 'ON VC] DA `SON 5 LOZ :saouaaa1a�1 07 3 06Z n3 E06'Z= q3 pa}snfpy L00'6 =aoloe3 q3 006Z= asea q3 8/L 66 x Z/6 £ = EMS 307 SM lSd saioadS aagwaW % VVIF 98Z-0 O£6/1 % 6E 896'0 %5£ % 9ti 8/L 6l x Z/6 E 3 OtiZ/ll =09E/-,-, dap/ll aeayg Bu pua8 307 SM lSd ;4 !aM jIeS Luea8 ulpnloul aagweW pa;ooleS £6 Ie Z2i ZZ8'Z=ll Z uoi}oea�j ZZ8'Z=l1 l uoi}oea�j 00'0le ZZ8'Z 09'9le 89C6 g = glbuel wea8 899'L =ll Z uoiloeaa 899'6 =ll 6 uolloead =xewaeegs =xeNjuawow 0£6 :gl6ual 9Ztl/99Z V peOl ill / ll) - J4618M-;jGS wing Buipnioul suoi;eoo-1 pue speo-1 Pi E6 =4jBua1 uaea8 - weiBeia 6uipeo-1 OZOZ/6/Zl a}ed fuoa3 aBeaeE)aoo13 aaddn O! wea8 S3SSVd aagwaW palooleS xa!dna g£g 6 }seoo 109f0ad %9t,le 6uipua8 ioloe3 Buipoaluoo siuuaa Aq 307 SM lSd-8/L 6L x Z4 £ uoi}oa!aS aagwaw u6!s9G awoH Auedwoo woo•aad!ayweaq-mmm p-L aadlGH WBGS it suoijeoijioadS saaan;oejnueW pue `9 'ON `dd 3AAV `SON 9L0Z :saouaaaJa�J 07 3 06Z AA £06'Z=qd pajsnfpd 600'6 -aoloe3 q3 006Z=ase8 q=1 8/L 66 x ZU £ =aZ!S 307 SM lSd saioodS aagwaw % ££ 99l'0 £6Z'6/l % 8Z F 8/L l l x Z/6 £ 3 OtiZ/ll ae 4S 6u pua8 307Z =-ISd )LI !eM 118S uaeaa u!pnloul aagweW pa;oalaS U le Z2l 969'£=l1 Z uoiloeaa 969'£ =l1 6 uoiloeOU 00'0 le 969'£ 00'9 le 886'8 Ol = glBual wea8 960'Z=ll Z uoiloead 9WZ=ll 6 uoiloead =xeWaeags =xeWluewow 4 o L :4lbuel UL/£OV V peOl (l1 / ll) - 14619M-110S uaeeq f uipnjoul suoileoo-1 pue speo-I z� LU 06 =y;6ua-1 Wea8- wea6eia 6ulpeo-1 OZOZ/VZ l ale(] aeaa abeaeE)aoo13 aaddn (]! wea8 S3SSVd aagwaw poloa!aS xa!dn(] g£gL lseoo loafoad %9ti le 6uipua8 ioloe_� 6uipaluoo siuua(] A8 307 SM lSd-8/L 66 x Z4 £ uoiloa!aS aagwaw u6is9(] awoH Auedwoo woo•aad!agweaq-mmm p-6 aadlaH weaa suoi}eogioedS saaanjoepuew pue `9 'ON VG OMV `SaN MZ :saouaaa1a�1 0'Z 3 06Z A,j E061Z= q3 pelsn!py 600'6 =ao;oe3 qd 006Z= sse8 q3 8/L 6[ x M £= aZ!S 307 SM lSd soioadS aagwaw % L£ b06'0 8/L 66 x Z/6 E 3 0VZnl dap/ll o!�e2i l� 3 09£/ll dap/l� ae 48 6u pua8 307 SM ISd ;y !GM-;1aS MOB aagweW palooleS U le Z2i 6£9'£=ll Z uoijoea�{ 699'V=11 6 uoi}oea�j 00'0 le 699'17 9t,'t,le 86L'6 0� = gj6ual wea8 VL6'6 =ll Z uoiioeaa 989'Z =ll 6 uo!ioea�j =xeWaeegs =xew}uawow U :pu3 9'6 IV 9'6 ::PeiS £9L'Z/899'6 M/£5£ H P801 8 peol (-11 / -1-1) - 4y618M-;j8S weeg 6uipnjoul suop000-1 pue speo-I F� e 0t =y46ua-1 wBGS- wea6ei(3 6uipeo-1 OZOZ/UzZ ale(] ap!S 96emE)aoo13 aaddn aI wea8 S3SSVd Ijegwaw paloalaS xa!dnd g£g 6 }seoo 1091oad %89}e ae94S ao;oe3 6ugloi;uoo s!uuaa A8 307 SM lSd-8/L 66 x Z4 6 uo!looleS aagwaW u61 sGGawoH Auedwoo woo•.aad!agweaq-mAA n 0-f jo —19H �i i I S' � r. � ,-,�re-(�-)q, AdOO10WO gd 'ueue9 W nialpuy 89Z1 # gOf t7 -LO-F S-:k;16(3 0707/0 t/t t j IVNO/, b 9ISID zzr4�� A d. 2 O .TUMVNOISlJA4 V IDOHJIM QI7VAION dM `NOIDNMV :u014830-1 OZOZ/O£/I I :ajt,(l 89Zi :##qor altjsdn IIsaI A IIWVJ IL'Iflw Auo Ls-(Z)d do NIJIsaG lv-daLv l :3aoAj jo adoaS xaldflu 9M :atuem jaafo.ld dfloND NollYINISNOo Isvoo :;uaila SN011V'Ifl:)IVD 'IVdnl:)f if IS W OJ'81Sd n @ S301Aa3S 19Z9-7S�9 (90Z) 'A 91L7-09Z (90Z) '1 97096 dM `QOOMNW,_1 796 X08 Od uiaaaui u-, ajLV,Lsdf'l-1 1 i 71 Z499U498V9XOSW9w£iLw41b4wbf44Vl4w£i=818W94'£68b4Z4'ZZ4-'86494L4'8b@7/MW4'£4.LOoZZ4+N.6'L4A4e94/eoeld/sdew/woo•elBooB-NwA//:sd)}y q n.n V aryy °N316000 o� t rv1.iP'Fb�:_3N$6+y6[_ yr ro+i p 4t. t A T'i4 h c� fir a^' M„V*6 L.L0oZZ L N,.6'L L.0 L.81V sdeV4 a1r) Co ll�e16009-MA IT kLO.ZZ 4 N„6'L W�.Bb i OZOZ/O M l � , Z/L =ssaJPPBV96£OZ VZZ 6-=6ul'88b9 U 6'84=3eILo!wslas/#/6jo•Ilounoo;e-spjezeq//:sdu4 (sZ'0)Nsu;o;ualog}ao0 M'O 91:13 s0-6;e joloe;uogeog!ldwe a;!S 699'6 "3 sZ-0 le jo;oe;uogeog!ldwe a;!S LLO'L e3 tio681e0 u61sep o!wsla$ 4 OQS uol;dposap enleq aweN uoi;ewJOJUJ Ieuoi;ippb►,& yS s0• ;e enlen u6lsap OIWS19S ouawnN 9£b'0 VOS yS sZ•0;e amen u6!sep ous!as ouawnN 9L'O SOS enlen uo!;ejalaooe lei;Dads peg!pow-a;!S £59'0 LWS enlen uo!;ejalaooe lei;oeds peg!pow-a;!S 6£L'l SwS (so-(=pouad)uo!;ow puna6 U30W M7,0 LS (sZ•0=pouad)uo!;ow punw6 N30W 890'l SS uol;dposaQ enleq aweN s laIaweaed OlSeg (s)polJad O'L 0.9 0.9 0'b 0'£ O'Z 0'6 O'0 (s)PolJad 0'L 0.9 0.9 O'ti 0'£ O'Z 0'6 0.0 00'0 00'0 OZ'0 OZ'0 Ob'O OVO 09'0 08'0 09'0 00'6 (6)eS (6)es was;oadS asuodsaa Ie;uoziaoH u6isea wnipedS esuodsab jejumpoH 113OW Cl :ssBIO ellS albooS OZOZOO eleP deal sla 'in II :tio68;eo 31sltl aj,6 oc) laletn� a(0 :;uawnaoa io1 MZ-091 eauaja;atl o!wsles :edA.L piezeH ZL17£'9Z:Z9:ZZ-LOVWOZOZ Awe;sawn AID I!0 Naed IBUOIIeN u08£ :u014ena13 alduaA10 96£OZVZU-'9b9UV81, mepulpJ003 (iot) U0148wi0jul yoaea$ uoileoo-1 Aq SpaezeH 3.37 uo!;eoo-I Aq spJezeH Oly OZOZ O M6 i Z/Z =ssaJppe+896£0Z L'ZZ L-=6u1'89b96L 6'9ti=leltolwslas/#/Bjo•llounoole•spJezey//:sdp4 -vodaj ay;ul uol)eool opn)l6uol/ap plel Aq paguosep alls 6ulpllnq ay;jo;uolle;aidjalul pue lenadde apoo 6ulpllnq jol elglsuodsai salpoq apoo 6ulpllnq 6uluJanoB ay; Aq lenadde Aldwl lou saop ellsgem sly;;o;nd)no ay;;o asn•asn yons wa;Bulsue Allllgell Ile awnsse ellsgem sly;woi;uol)ewjo;ul ay;;o siesn •allsgem sly;Aq papinad:podej ay;;o sllnsai ay;6uiAldde pue 6ul;aidja)ul ul sleuolssajad yons;o pajmbei ejeo;o piepue)s ay;jol aln;llsgns o; jou'eolloeid;o pleg ay;ul 96polmouN pue eoueijedxe 6ulne4'sleuolssa;ad;ualedwoo yons;o;uewBpnf punos ay;aoeldaj uol;eiwo;ul sly;;o asn ay;)ey;pua;ul}ou saop Olb' sleuolssa;ad pasuaoll jay;o jo siaeul6ue Aq/4I1lgeolldde pue Allllge;lns'Aoemooe s;l;o u011e391an pue uol;eulwexa ;ualadwoo;noy)!m uol;eolldde ogpeds Aue jol uodn pallej jo pasn eq lou pinoys podai ay;ul poluesaid leualew ayl �toe�nooe sll�o;fl!I!ge1l jo fllllglsuodsai ou awnsse sjolnqu;uoo pue siosuods sll pue Oly';oejjoo aq o)panalloq sl epsgaM sly;uo poluesaid uol;ewio)ul ay;9II4M •saolnjaS a/N uBlsap olwslaS Ae/unS leol6oloeo•s-n ayl Aq papinad eje speol pjezeH Jewlelosio •uA/sep qpm 6u/peeoojd aaojeq uopoipsunp 5u/neH Aluoq/n y/eoo/a(4/qpm/oq s/qj woaj pouie;go andano Aue wa/luoo p/nogs vesn ss000id uo/;dope apoo&gp//nq aq)Buunp spew sau//uO/#eau//ap Aue ao son/en eqj of sluewpuawe/ewl aO a}els Aue 13090J-LON 00 eioq pa#eO/pu/sa/nsai aql (yOd)onlen uolleial000e ogslulwielep paao;oe3 9'0 PdJd (s0•I,)amen uol;BJGI8038 31181UIWJa;ap p8J0l0e3 9'0 Ms (sjeeA 09 ul aouepaaoxa jo Allllgegad%Z)uol;ejaleme leiloods piezey-wjo;lun pejope3 ti£b'0 I-I LS (so-I,)uollow puna6 palaBjel-Nsu ollslllgegOJd M7*0 ibl,s (sZ•0)anlen uol;Mlaooe ol)slulwJa;ap paJo)oe3 9•L asS (sJeaR 09 ul aouepaaoxa ;o Allllgegad%Z)uol;ejel000e lei;oods pjezey-wjo;lun pejoloe3 6L0'6 HnsS (sZ•0)uollow puna6 peleCuel-Nsu ol)slllgegoJd 990'6 INSS (s)pouad uolllsuejl pouad-Buoy 9 �l uolleialeme puna6 dead peglpow aIIS L5b'0 wtlJd yOd;e jo;oe;uogeoglldwe 91IS 9L0'l VJd j uollejal000e puna6 dead E)30114 9Zb'0 Vod (s0•0)lsu;o lualogjao0 Bb6'0 No uopeoo-1 Aq spJezeH Oly OZOZ/0441, L•0 6d 0•L uo!saan xipueddy 0'L suopelnoleo Moll aeayS 0'9 uolIoaal(]ap s 01 ap!s ayj ul sllem aeayS O's uolIoaal(]aeaa 01 luoa3 ayl ul Sperm aeayS 0'17 speol u6lsa(]ssaj}S elgemolIV O's saw0=1 olwslas 10 uolleulwaaja(] 07 saoa03 pulM10 u011eulwa918(] 0•L epalpo u61sa(] Ieaa}ej IeaauaE) 0'0 slueluoO jo a!gei 1691 Z-9711 L 30SV II iGo691e(]JS!a 'L L 19911-9 Zl 1 L 30.9V 93ao3 lea91e1 Ju9leninb3 aanpaooad 9'SAIeuy •0 L !£LI10711 L 30.9V 9'g a aoioe3 uoijeoi;!pout asuodsaH •6 16917-807 03L30SV ZL'0 So jualoill000 asuodsaa oiwsias •8 sgl ZVLOL aeayS asee u6lsa(] •L !£LI1-Z'Zl 1 Z_gosv '9 L•y WGISAS bulISlsaa aoao j -Sias •g 196£I(Z)PUe(1)9'£'£1911 (] Ajoba}e�ublsaa olwslaS 9 ![8£1M-91 03 VVO gas jua!o!,4aoo asuodsaa lealoadS •j7 ![8£I6£-91 03 9L'O SaS }uanilaoo asuodsaa lealoadS •t, 1#0e]IT'OZI L30SV (] ssel(]a;!S T 9141lu0 defy sosn L Lb'0 IS uoljeaallaooy puooes-L •Z euquo deal u6isap Lvwsles sosn 890'L SS uol;eaalaooy polaad VOt4S 'Z 191 e-9.11 Z 309V 00'L al aoloe3 aouejjodwl oiwsias •L WSCI eieQ u !saa 9MO IM3 STEM [91£]Z'Z'0£ L30SV ;sd gl -/+ ainssaid ubisap buippelo pue sluauodwoZ) •9 189z11-11'9z3L30SV 99-/+ Jualol}laoo ainssaJd leuaalul •t, !£[£IV6091 Al.. /uob9je:D ainsodx3 pu!M 'E IZZI1-91 L 30SV 00'L II /jo6ajeo NS!a •Z IZL£1(£)£60913 ydw 0 L L/98 li"NPSen paadS pulM a;ewain/IeulwoN -I 17gE e!JOI!JO u !saa pulM V L'E09 L 0 L 0 L O l 1 9 L I Osd)peo-1 pea(] 5Z 0v 9Z Usd)peon anl-1 suOII!Ved mOuS saoo13 slleM 100a E5E e!aa1uO u !saa !eaauaE) L'E09 L [saagwnu 96ed] •asiNu9gio p93ou Alleogioads ssalun :D81 9LOZ aae u16aew 1y6la ul saouajajaa lie apoo bu!pl!n8 leuoileuialul SLOZ :apo(]6uluaano!D Ewe :aa8ul6u3 X3ldna 9£9 L :uolIdiaosa(] 89ZL :#eor 31` ISdn 9[OZDBI s!s !euy!eaaje-I �� i i V 6 6d 01 uoisaan 08bZ ="J ZZ£b =Xd OZ£17 =u!'uxd 96bL =Xd sao.tod 9 =(tt)eZ 8£ 0£I Z 8L bi ZL£ bi Z£ seaad £ =(U)e Q D g d Q D g d 5"01 =(U)'P'g'I aP!S 01 aP!S luau 01 JuOag 1 =x to v3q(u!Q 06Lb ='!" j Z899 =Xd 0969 =ulwxd I Z£8 =Xd saotod 9 =(U)eZ SSi £8i IS 06 881 08Z 8£ 06 S1301V f: =00 e Q D g d Q D g d S't�Z =(u)'P'tl'1 OP!S 01 aP!S .tuag 01 JU0j,4 Z=x tug u.tgc u!q y = x CX.xs d� 3 =x d Cl •iaai £.to p413o iuootad 17.tagila uegi ssal iou inq`gl,•O.to(•p•q•1)uo!suatuip leiuozlaoq iseal jo ivaorad Ol jo tollm us otli slenba„e„angm`eZ`aoueislp auoz pug f0f 1-9'SZ_I L HdSt"A sa3.1021 T sua.td sauoz 1uau0z!a0H 00'0 00'0 OI'S- 01'1- 06'L- 0Ft- 00'0 00'0 00.0 00'0 Z 00'Li- 06'61- OL'Ii- OL'L- 09171- OL'01- 0017 Ob'Li 06'£i 0FtZ T HOD HOF[ H 9 d g Q D g v 0 sauegtanp sainssaid leo!Pan sainssa.Td leiuozuoH Oil for 1-9'8Z36:l:).Sty ifs Y sa.tnssaldauOZ [£6Z1 7'9Z L dJSV $ SZ'i Z q`10131-1 Joog ueaW $ 81 1013H aneg 8 S'bZ uolienalg Owed saaBap Z9'ZZ ao Zi: S goiidioog •otaz lenbo Ile H V`rJ`d`g sauoz al!gm`jsd 8+lenbo Q w g`jsd 9i+lenbo D puu d sauoz 1900 b'9'8Z L,dJSV .Toj samssaid oqi 5u!tunsse my ssal oq iou Itegs samssaid wnwiuiw 1900 1-9'8Z ad L dJSV o£sd IzN I=sd Z0f £'9'8Z L_VJSV saanssa.td Pu!M [ZSZ]I-8'9Z d L.7JSV 00'I =Mi .[oioed o!tlde.TOodoZ [60£]I-9'SZ d L-70EV 00'1 =1 ivaatisnfpd aansodxg 79 11451011 [£L£]f'609I g X1o2ajuD wnsodxg pu!M 1ZL£1(£)£*60919 Y£L0£'6091 gdui Oil /98 paadS pu!M aieui1ilfl/Ieuiut0N Z60 Z 1'1'8Z L J7Si' pogiah PeO'I Pu!M Z j3ud SIOZ Jgl a.InP0301d 3 01anu:ij pagg MIS- S21AMW a !saQ puIM I VZ 6d p'L uoiSaan LLZ9b 59ZS 0£08 i SZ6!I (s91)19S[aM I Z969 =Xd XM Ll 6 £081 96L e� (8)91Sual llLm (8)ayBiay Cols (Zlj)eaie loop (Z8)eaje3ooi Q=x)u1gqdel Q E 99£ti L901I 0 019Z£ (Sgl)lg�?)aee 9199 =X3 XM £LZ 1'8 0 VLIZ (Z=x)uaSeagdelQ Oj)lflRual Ile- ($)ly5wy Aiols (_)j)ease loop (Z8)eaze3oaI x lanaI lg sql saaaod V;q lam 3IMS139 anll3a332[ 1601I ZI 6I'ZT 63 L YXV XM x 6ZI.0 =Xd A(M/XM)=Xd 801 8Yf1'Z! L 3DSV [anal gars je saaaod 051jnq!3jsta j0pjaA 1901I 11-bT'ZT 6LV L_vjSV f"Ols-(Z).10i I-I=j :aaagm M(d/s(S d)=A 801. 8'61'Zl L 3DSV.teags aseq.3lmslaS s!s leue pa!J!Ic tu!S lZROob-91 63 t7i7.0 _'CS S.A �.E = La S _ z [LBSI6£-9169 9L•O _saS s S. �.Z =Sa S Cian!loadsat Ob-9! ?8 6£-91 0lu! 8£-91 W LE-9I suollenbo a;ni!isgnS fL8£I(Z)£'S'Sl9TL 9*1 n3`lua!oagJaoD allS O'l ed lualoagjaoD al[S s.'alauaraed U01MIal033V asuo Sall le.gaae S u lsaa I£LI T-Z'ZT,L L YDSV 9'9 X ioloe,d uolleo!ppoW asuodsmd <r£LI 1-Z'ZT L L,L7:)SV 'SI'V lu3jSxS�?u!lslsa-1 ao.>o,d-Sias aullupsdvNu, tga0alurs.IdEEDEn IIb'0 tS uolleraiaooypuooaS-i 16-88£I(T)ITT191d 890'1 sS u01lM31033dpolladU04S [toil I-£'OZ.L L-VDSV Q ssep al!S [Wl(Z)Puv(T)S'£'FT9LL Q X1050113D U51sa(l o!ws!aS Al Z-S'I L L gDgv 001 jolou j oompodwl olwslaS ILLI 1-9.L L-0SV ll fbo2alej>Isn aaaod lgaalw7 Isa(l mnwlullk ?1' 551)i515g elaa)u3 11013e3s!Sulj aa!S SIOZ JSI u IsaQ alwslas 1 . 1 I I �� I - I 6'6 bd p•L uoisaan LZSS T=X 9IZS Z=X (sql)aaaoA maeaq eiQ IE81 b'£'ZI L How £•l =d x3(yT/d)°speol u2isaQ aimsiaS IL££ 9689 T=X ZTZS 109 Z=X (sql)aajoA (sql)aaaoa mNeaq eia apis o;apis .wall o;;uo.IA 00'1 =JZM AOA XA£•1'speo-1 U21saQ Pul `;SISa.T iiegs sliummags pue smfeigdeip`uoT;oa.Tip ie;UOzi.rOq aq;UT sooao3 aq;mnS salueg55KTT jo alc lautAd •m2eagdvip an.i;oodsai oq;jo'd slenbo as a.TagM b'6 d + tJ (SD S t l'0- 6.0) ZZ-91 as solgei.TeA 32uezTe V X3ildluis` + Cl 6'0 (ClSIJSZ•0 _ 30d) Ib011 917171 as`(L)f'I'£17171 L RDSV g JO3 S-bi'ZI ag L aDSV a;n;i;sgns` V'6/3 + d 6'0 `sloa;uoo ZZ-91 uoi;enbg �LS£1 I'S091 'O.Iaz aq llegs S T-T`peol oimsias q;inn;oa3 o oseo os.Tom ro j 'sPjiq;-onj Aq paildi;inm aq ilegs Q 16SE1 Z'£'909I pue`Tu2eagdmp ani;oadsa.T aq;jo x j Slenba M`£'i Slenba m a.TagM 9'0* Mm + d `amooaq OZ-9I Pue61-91 `81-91 suoi;enbg lLS£I I'5097 •oiaz aq llegs S V I`peol puim q;inn;oogo aseo asiom io j 69 Z'f'S(l9! suol;eulgmo7 peo-1 arSeg aAl;euaa;lV.aa a IsaQ '90£Z-SO£Z suoi;oaS JO SUOISTAoid pue SMd(IS ddVJV q;IM aouep.TOooe UT pa;on.T;suoo pue pouSisap oq llegs speoi ie.Ta;el aaq;o pup oimsios puim I8861 I so£Z ;sisa.T o;smSeagdeTp pue slium malts poom Suisn sa.Tn;ona;S ft,Lt1 Z'IOf Z 90EZ-t OEZ suoT;ooS q;inn aouep.I000e UT aq ITegs ui?isoa SIOZ igi pooh aoA spuoZ uaisaQ ssaa;S alqumoiiV i ry, I Z'£ 6d Ol uoisaan M 4 (M x a a d IIeM.ieagS a 3o tueaNelQ Spog as iA IIeAueags jo pua;e peol peap 2upsisai= d IIeM-ieags aano pa.iaJuao peol peap Ou11sis01= Q IieM.ieags jo ltlOiaq= y ilumLwogs jo glpTM= M lleMaeags 3o iooj aeauil iad.ieags= n `aiagM oitustas.ion Z 1 M•d + M'a I (SC' S t ��0- 6-0) - 4'(M'A) pUiM IOC / Z M'd + M'd� - u'(M'A) ;sisai plegs guiuin:.iano`lp 3mnogs a jo aseq aqj inoge s;uatuotu aqj tuns gg 1553- pooM ao`j Sppo-I 11 !sad ssajjS algrmolIV .J r .. � i V17 6d O-L uoisaan [sQl](x)XVWjL xvwalwsl3S Smaus °i u Z [s91]MIA [sQll(x)QA % [s911(I+x)QA Sias puIM z [s9[](x)XVW jL xvw DINS13S SMJGS it nX LI Zr u 00'6£ 00'6£ I Lt£I- it6- I'8 00'6£ t,96'LL9 £9'ZZ91 [s9l](x).LA b96'LL9 £9'ZZ91 [S9[](x)GA %£I %SZ [sQl](I+x)QA Sias pulM H-A z £ [sQl](x)XVW jL xvw JIwS13S SMaaSSlol u Z [s9l]MIA [s9[](x)QA % [sQll(I+x)QA Sias pulm H-A z z [s9ll(x)XVW jL xvw JIMUS SMdOS5iu7 zz ZS u OS'i£ OS'I£ 'I LLOI- L99- I'S OS'i£ bS6'LL9 £9'ZZ91 INII MIA t,96'LL9 £9'ZZ9I [s9l](x)QA %£i %SZ [sQ[](I+x)QA Sias PHI M H-A z i XBuI slas (i+X).L (X),L I+XA MI line IgRIOH TPIM }`d x olmSla UI s tvo Xiu n 1.1 `yo`'o� IMO-1 2ulj II�M S P M P l i q ,L �uaul�as Z17 bd O'L uOisaan [sg►](x)XVWI xvw Jtwsl3s SMaQS SI oz 9z LZ u 8£b- I££- 6 00'01 89'61 89'61 1 bzb- 81£- 6 89'6 90b'L6b ili'9Z5 [sq►](x)IA 90b'L6b IZi'9ZS [sal](x)GA %6 %6 % [sq[](I+x)QA Sias put," 2I-� I ib 8L£ bi l l [sq►](x)XVW jL xtlw DINS13S SMJGS Slot £Oi 9LI u 8L£ biii 6 9L'9 09'£l 09'£i 'I 8L£ bill 6 9L'9 £b'96£I 6S78£Z [sgI]MIA 9Lb'8IL Z96'69L [sq►](x)UA %£i %£i % b96'LL9 £9'ZZ91 [sq►](I+x)QA Sias puIM Id-A i I £ [Sgi](x)XVW jL Xvw 31MI3S SAUGS SIOZ 89 ZL u SZ'91 SZ'91 'I 9£'901 I 91'691 l [sqI]MIA bLZ- bl i- 6 9Z'91 9£'901 I 9['691 i [sqi](x)QA %OZ %OZ % [sgl](I+x)IZA Sias puIM Id-AT 1-T Z SSb [sq1](x)XVWjL 16 xvwDIwSMS SMaassloz 16 ZZi- L8£ b Z 6 00'£ 19 LOi U £b- SSb 6 SL'L SZ'lz SZ'iz 'I Obi- ZL£ 6 09'01 68'98Zl L9'99ZZ [sqi](x)jA Ib6'LO9 L£0'£b9 [sqi]MGA %i i %i I % bS6'LL9 £9'ZZ91 [sq►](I+x)(IA Sias pmM Xnul Sias 0+X)I (X).L O+XA (X).L 133M JM nano .Inn ig513H gIPIM `d olulslas pu[M spool d.Iningi.IZ luauOas 0`',�4 lana-i auiZ I[nM I ga6ed O'L uois.Ian [s91](X)XVW jL XVW DIWSI3S Smdus 5111: u I [SQI](X)IA [SQI](X)aA % [Sq[](I+X)QA Sias pul S-S Z Q LS V19 [Sgl](X)XVWJL 89 XV W JIWSI3S SMduS SiOZ L iLti i'8 8511 OS 101 u L9- 80b 1'8 Z6'9 OS'tlT OS'N rI 89 LS biS T'8 OO'F b01'0£L L£'69bT [Sq►l(X).LA t,0FO L L£'69ti [Sq►](X)aA %ti %8Z % [Sq►](I+X)aA Sias Pulm S-S Z t£8 [Sq►](X)XVWI XVW DIWSI3S SMduS STOZ rol £IZ u OSZi OS'Zi 1 681- S Z FS O 9L'£0£i N'MZ [Sqt](X)iA 9L'£0£i N-MZ [Sq►](X)aA %SZ %TS [sg[](I+X)aA siaS puIM S-S Z I $ 95£ TZI T [Sq[](X)XVW L d'Id 661 =u O i i XV W JIIV513S SMduS STOZ SIHMS NOILV MD IVD 2IHdSNV'UL HDWOd DNlAkOTlOd'aHS 88 9LI u Oil 99£ TZT I I'8 SZ'£ OS'9 OS'9 rI OiI 99£ TZIT i'8 SZ'£ £99'£L5 99'9bii [sq►](X).LA £59'£LS 99'9bi I [Sq►](X)aA %I T %ZZ % [Sq►](I+X)aA siaS puiM S-S Z v x>?ul s]aS (I )I (X).L (I+X).L (X).L tjm Im L.Im am ;g5laH q;P]M `d u] s >?o �.le n ]� �� IanaZ au17 II�M olmsra S P M P I i q L ;uaw2gs i Z gaBed Ol uoisaan [sql](x)xV➢ jL xvw MRISIBS SMduS slot u Z [Sgl]MIA [sql]MGA [sql](I+x)QA slas pulM S-s i Q Z6b Z£Si [Sq[](x)XVWjL ££I xvty Dimms smius STU LS ZS£ big Ilbi 6 9Z'L 96 1791 u 801 LS 991, big 6091 6 00'b Og'bi 09'bI 'j ££i Lg Z6b big Z£gi 6 9Z'£ I£'£6£i L9'b£ZZ [sql]MIA 80Z'£99 96Z'SLL [sql](x)QA %Zi %£Z % b0i'0£L L£'65bi [sql](I+x)QA Sias pul s-s i S 9L91 [sql](x)XVWjL xvw JIws13s sMdus sroz 611 961 u SZ'IZ SZ'IZ 'I 9 b£8 9L9I 6 SZ'IZ b9'619Z i£'Ibib [sq[](x).LA 88'91ZI Li'£871 [sql](x)QA %ZZ %bb % 9L'£0£i bI'8S9Z [sql](I+x)QA Sias puiM s-s I $ 086Z 9619 [sql](x)XVWjL 9Z6 xvw ams13S sMdUS it it. 9Z6 99£ 086Z IZIi 9619 g'S 09'1 b09 b9L u 9Z6 95£ 086Z IZII S6i5 S'S 0S'i 00'£ 00'£ 'I Z'£ISI bL'Z6ZZ [sql]MIA 5b9'6£6 60'9bi I [sql]MaA %L i %b£ % £99'£L5 99'9bi i [sql](l+x)QA Sias puIM s-s I V xew Sias (I+X),L (X).L (I+X).L (x).L tum JM Bann any jg2pH g1piM }I x o]mslos puiM speol/iae;ngiaZ ;uatu�as ao`'�� Iana7 aulZ IIeM 'sm Vl1HJMAdO7'S'n 31J1 AS 0311B/HOMd P V"AN 03LMOH1nV A1SS38dN3SVArVJJIM3H10NOUV"nd SIJJ1303Sn M3H10MOW&iM&1'10'NotirmiFam'JNUdODANV•a-M&3S3NUU M11V-NO)IVDOSSVOOOM03833NPJN33H1—V"Rrozo'PaJJM ArIDDUD JD ri5020baJupuuppae]JnpaJd{pNr!!q).W.,id.3wlPuupJ»'pasn aJD UJnpWepDOM paJaau/aua YJryM JiplNl supp!PUDJ iYlbdf4supugbxlD AlPDnb Ja^o lWtuw DU JDY VdV asnDJaA [1wwaJMDii a�upuuppad puP ugJ1JrlJJsuDJ'apDJ YlrM awDrfewDJ aJnlsDmJDUDrssa/wd u6rsapiD upJy!psrM!!pwr LrDA lMsug7�plpMJfDJ sryl ur paWDrwrsugPppuawwoJa�ro'na/m!Juw'sbupuJ'supruldPol aJua�ap�iD/puD'/D upupJ!edD sn'AJaruJD ayl lD/Alrrrgltuodsat is Alr/pall/Dail ADD awnssDb par!dWJ ip paSsa�dra:IIUP��D.0 AUD ayDw'snmyDJhupw�agwaW s{�ou'VdV�aYUaH ApalaPOYlaw(O y13J s0uwada puneip�a/rve 1 ava/ayt aul+rlll� a DarfiP WalsAs Jlom JDaWSpaWOJ��DOM�aapalMDDIJ PDD aDIIsiJS,rIOD01}oSJ11 PDDM PiliiD1a113 a41—VdV uD pisoq Pal�PIIDMIDiq[iYJ Dr plo of alMD[iID SD dSlI b�PapllilDr fl VliJiY PiuJwuDJ DD4DDUD�U1 iYl J-1U-MJt!O VdV lld 88 I—A)83JOj ODEJ043uV Ilem Jea4S-bay E aaed aaS z a8ed as s 1ql ETL INI av0i 0H'bay %9£0'0 %UIJO AJolS wtal•E %SEO'0 %MPG AJO;S wlal-q 1ql L79 a7+0j deJ;S•bay 'ul TWO ualllauea-01-E •ul 8E8'0 u01134400 weal-q lid 66L A112W13OU144184S•baS AlewwnS u5isaa Al£TL b6L t8- tH-(tV4)ZA+(tg4+ta4)ZM:EaWI 0 b6L Is- ETL L0=(LO4)TA-(Tq4+Le4)L)^-(Lq4+Le4)Ten:Z aull lql ETL 061 lH-I04)TA+(Ig4 14)T a a -:T aui1 SupsafteuO Jo;sanleA JENS;o AjvwwnS spalq 1(gl)H NO a lid Ez- =Zl/(Zj-Zy)=ZDA lid EZ- =Tl/(Td-Lu)=IDA 11 SZ'E _(ZI+TI)/(TOI.ZI)=Zl sauoz JauJo1 ul Jea4s wn'6 8 SZ'E _(Z1+11)/(to1.11)-Ti 'RujuadoJO 41 u01 AJelnqul'S lqi EL- =Zj-Zu iql EL- =IJ-TN bql Log =(ZI+TI)/(zi)TO=zi aJue;slsaJ+a1JO;JauJO3 83uaJa010'8 lql Lb9 =(ZI+TI)/(TI)TO=Tj Saab;JauJOO•y iglbLS =Z1.ZA=Zu lql bLS =TI.TA=Tu lql b6ZT =(TOI)x Ten=TO:Huivado JsJi j S83JO;JawO3 o;aaue;s!say•L s8uluadO M0104+anoge a»o;Ajepunoq letol'E NO lqI LbTT 4A=Z1sZA+TI.TA 3Oa40 lid 661 =(Tq4+Te4)/H=TqA=Ten:8uluado lsJ!j lid 9LT =Zl/(ZI+Zl)(I/A)=ZA Suluado Molaq.anoge Je04s 11un'Z lid 9LT =TIA11+1I)(I N=TA euluado apiseq Jea4s 11u11'9 lql ETL 11-1/11—qA=H 382JO;umop-PIOH'T vjuado tol 1100ET ^ep1l V/N 8E'T =Zl/ZO4=Zd tq4 1;80'8 Vmq V/N SE'T =tl/tO4-td T04 3)sZ'£ Zl JOJ7ej pV VIES 13amv Jald ITEM 194 Iit SZ'E it gZ =P0412W JOVej'PV I ql LVTT A salgelJeA uopeinalea IIeM Jea4S A s a 4 Mal 110901 101111 Z'V :aun ITEM X31dna 9ESt NV1d :;ialoJd 1N3WdM3A301SVOJ :;ualU Der :Jaua!saO OZOZ/ET/TT:a;ea Al STOZ :apa3 uopewJO;ul;DaFOJd i i 'SM V?lH9n1AdOJ'S'n 3H1 A9 03w91HOdd 51 V"AB 03ZId0HJnV A75SRUM3 SV NYW d3HJO NOIIVJI79nd SIH1 30 35n&NUO HO'NO11n8Jd1 s10'NOIJVJJi100W'9NIAdOJ ANY-03Ad3s3d sms-ve TiV•Noi.LvvOSSY QOOm O3d3misw3 3H1—v"groea PJ—SUO)A11Dnuo su6!fip JO NpOW)Jad JJnpwd[ONV!p!supd—Jda)JD JODUPJ!1'Paso alp J1Jnpwdp mpaJaaul6Va y)!!!MIapm sumrPwlaVJI dfQSUUWA)Om[o AI!1Dn6laMIWIU03ou soy VdYaMwa9-s1ua Wagn6a)a3U—o[lad J pup'pDUNInJ W)'apOJ yllm awo!!dWpJ ilnsso OI fpUo!ssd[Oltl ublsap to UOlgips,UnlfPwlJnOA]!Dsu J-JpIPpIJfw slyJ u!papn!w!sWpppualp Wo)al lo'svo!snl)uw's$Llpul['suDlu!dp of aJuala[a))o/puD�D uo!JwJltldo n:6PlwwayJ la[AJ!I!9�suodsal lD 10111M lWal A-aumssDlp'pa!Idwi 1p passaldra'NUD —A-IMDW RywaWSJ)JDu'VJVlaynaN'AApJopaNaw(OVIdJ s6uwaD0 puno.o la[supn aJJD[aW 6uln!pn a u6rsap watsAsl;am lDays piWO>[�ooM[o a6palmouM puo 6wlsa);uD!JaypssV PDDm pa)aau!6u3 i41—VdY uo paspq u6lsap llom JDayc ayJ u! oDt wlnosaJa so asn lD pl [pipualUl fl uliliV piuolpw uOnOWID�I><l.f Jow!rPSIG VdV TTZ'T WnS b9b'0 'wnS 99T'T STO'0 bZ0'0 9000 6£b'O 600'0 STO.0 TWO Z-OH Jaualsej JeayS ulpuag Al. JaualsEj I reay$ u!puag 31Npli SbEO'0 b WJal E wlal Z w)al T w)al q uJJal E w)al Z wlal T wal Pul) 8£8'0 (l4 J Z Jald Mal Z Ja!d 'lla0 b9b'0 itunS ITZ'T JLunS lelol 6EVO 600.0 1 STO-O TOO-0 991'T S10'0 t bZ0'O 900'0 Z-OH Joualsed Jea4S su!puag T-OH Jaualsed Jea4S 8u!puag q w)al E wJal Z w)al T w)al q wial E w)al Z w)al T uJJal (14 !J)T Ja!d 11a! T Ja!d WOWS IIUM to UOII30000 1e7o1 pa43 Col) b9I 0 P91'0 b91'0 P9T'O :100 OH bql) ETL ETC ETL ETL :Alpede3 OH (1)) SZ'E SZE SZ'E SZ'E :q ('01) bZ00'0 VZ000 bZ00'0 bZOO'O :a 010) b8 b8 b8 b8 uA ('ul) b b b b :8upeds peN ('ul/Iql) OOS'E8 OOS'ES OOS'£8 OOS'ES 79 (Z ul) SZ'Tb SZ'Tb SZ'Tb SZ'T17 1V (11) 80 8 96'b 96'b 80's 14 (!sd) 90+30E'T 90+30E'T 90+30E'T 90+30E'T :3 (IId) ZSZ ZSZ ZSZ ZSZ (11d) 9LT 9LT 9LT 9LT f"n UOWWOD p8 uOWwO)P8 uowwo�p8 uowwO3 p8 :geN 91/L 9T/L 9T/L 9T/L :SUAMa4S d-Z Jald l-Z Jald d-T Jald TT Jald (Z-v,u�a7 3� 2*p 4"wgro+—+OA �-v 12043 uo!pallaO uo!lenb3 wlal-Jnoj (z•ul) :ap!JJDAO V apuan0 e9 ('u!) b9T'0 49T'0 :uo!polm)OH 1,u!) SZ'Tb 'V apuJan019 (1ql) E[C ETL :Alpede3OH 9xZ 5 suorsuaw!0 ('u!) q q :SunedSl!eN az!Spn15 ME) apeJ9 U14100y5P01011tldV Z Jald T Jald (Izd) 90-30C 1 :3 AJo8ale3 aaucwJONad - --91/L - -. MH;sapadS leuale!nisul4lea4S 950 (148!am AOOad), UOWWO)p8 :adAl!!eN :sanleAlsod pu3 POOH su.41Ca4S sa!ge!JeA uo!1e!n3leO uolpalla0 ITEM Je04S Z-V :Dun Jim X31dnG 9ES[NVId a)a ad 1N3 W dO13A30 ISVO3 :3uall3 98l :Jau!sia OZOZ/ET/TT:a1eO AI STOZ :aP03 uo!1ewJolul pa(oJd 1 i 'SM Vi 1N9WAdOJ'S'n 3lu Ag alIMMOdd S7 VdV A0 03ZJMONIRV A7MHdX3 SV NVNl d3N10 NO)1VX79nd SJIJl d0 3Sn d3N10 d0 WMRWw5Y0'NOi1VJlilaOW'9NIAd07 ANV•03AJ13SM UMMU TiV•NOIIVOOSSV a00M 03833M9N3 3N1—VdV OTOZO'paJr Jsuw dflf n Ju so sub)Sa .aJupuJrP d.NwdJp Appalsupdsal Jd—louuOJ)l pasn—S"Vwdp mparaaulapa yJwMlapun svp/Ilpuw ayllD dysupugmmJp AJlunb Jano pilaw ou sW VdVaMM29 nuawarplba a—waJiad Wp'ppllXUlsl101'aWJ ylJM axlplldupJ a/nsso OlIWOI JsaJprd ubl sap Jp upl!)Ips)rnJ)wplJnpAlpSuo7%wpMllw slyl UJ papnJJUI S)10l)ppuawwpla))p'sLu!snJ]uw'sbplWlf'suplu)dp of aJua)aJar�/Wp to llOJlwpddo 'asn xwm)Jp aeR roJAlpplsuwsauo Alpppll IoOal Aup awnsso Ja palbw!to passardxa A)upuoM Aup ayow'srarmaofnupw raewaw Ouou'Vdtl Jaypaq"AOplopoy)aw fOtlldl sOuluado punpm is/soon alrol ayJ OII!2ryun uOlrap watsAs Im.r.-wpawo[{ropslJp aapalMou>t pup OW—s,-0-!—V popM pa)aawpu3-U—VdV-pas uJllsap 11—Jo s oq ay ayJ u!p!o p)a.nps.o so asp 1pJpapualui n ul.ay pau!wuw vpupuu N!avl Jawlel3s!U VdV 'A)*edea oSV,b,I le uopen a wial-b of lenba AIa]eullXoJdde aq of palelq!le3 s!uo4enbo wapE a41'auawwo:) b9Z'T wnS L6b'O ions 99T'T E60'0 900.0 6Eb'0 LSO'O T000 Jaualsej J-Ogs gu!puag Jaualsej Jea4s u!puae E wlal Z wlal I weal E wlal Z wial T wlal 1497 E9EO'0 (1481J)Z Ja!d Igal)Z A,Id ('u!) T88'0 L6VO wnS 49Z'T tuns 'IdaO 6EVO LSO'O 100.0 99T'T E60.0 900.0 lelol Jaualsej Jeogs uipausej Jea4s uipuag E w)al Z wial T wlaualg Jal E w)al Z wJal T wJal 14!J)T Jald 1 (1101)T laid walsAs IIeM to uollaallao Ielo1 47a47 ('u!) b91'0 b91'0 b91'0 b91'0 :100 OH (!ql) ETL £TL ETC £TL :Al!oede0 OH Ill) SVE SZ E SZ'E SZ'E :q ('ul/sdl>f) O'ZZ O'ZZ O'ZZ O'ZZ :e9 (iul) SZ it, SZ'Tb SZTb SZ'Tb :V Ill) 8O'8 96 b 96'b go's :4 (Isd) 90+30E'T 90+30£'I 90+30£'T 90+30E'T :3 (jjd) ZSZ ZSZ ZSZ ZSZ :%""-,A (lfd) 9LT 9LT I 9LT 9LT :"sA UOWLU03 pg LIOWW00 pg uOww03 pg UOwwOJ pg :IION 9T/L 91/L 91/L 911L :8umea4s !! g-Z Ja!d l-Z Ja1d N-T Ja1d 1-1 Jald 13040 uollaalloo uollenh3 wl8l•a8J41 Z'V :aurl IIeM X31dlo 9EST NVId :laalold 1N3WdOl3A3(l1SVOJ :luall:) 9g1 :Jau !sap OZOZ/El/TT:aleO A15TOZ :ap00 Yopewlolul l7alold i .. V9a6ed 0'0 0'0 0'0 I'9Z 6'6L [F61.-7II.L SaAISIOZ sqI b99i (x£) silos Jognud aaiau 't(I„8/S 0'0 1 0'0 0'0 1 8'OZ L'£9 I Z-901 IF61 7111 SQAI910z sqi 8Z£I (xZ) silos aognud J313 ueict „8/S 0'0 1 0'0 0'0 £'bi 8-C 1 O'£L I£61.-I LL SaAI. rW sqI Z16 (xZ) silog aognuv 13jaureiQ„Z/i 0'0 1 O'0 0'0 8'L 0'tZ I 0'0t, ap!nD uosdauts juaddnD sqI OOS (2upaags „Z/i doilaAO t9.0 x)dilo tdL'I uosdwiS 0'0 1 0'0 0'0 9'9 6.6I 1 Z'££ aptnD uosdauts puaddno sqI SIti aoinauuoD ssna,j, I uosdLuiS 0'0 1 WO 0'0 0'8 S'bZ 8'0b aptnDuosdugsluaddnD sqI OIS diIJ S£duosdmiS 0'0 1 0'0 0'0 S'Z L'L 871 Isor1 Niu sam sroz sqI 091 (3IdO5I>A) slitN iUeIS P9I 0'0 1 0'0 0'0 T'£ b'6 1 9'Si 1§011NILLSaMS10" sqI Z'96I (,IZ91'Ox..S'£ :uowtuoD)slieNP9i (sql)Z 1013auu03 aid-tuaH 19-1 —Q3 -sao;aauuoj aajsup.IJL aeagS (Ild)l I 99L 09Z 091 MOId-magS (j1d)l I 5Z6 OS£ 09Z SURPagS MSH Z-MS I-MS i Isi -(I Z£SI 96 bSi Z I ££i Oil Isi -D 9L91 611 561 Z ; 1 611 6£i Isi -9 086Z 9619 tog ti9L 8 L 9Z6 9VS Isi -d SZ LZ I I SZ 61 IsI -b biii £OI 9Li Z 1 £OI 9Zi Isi -£ 89 ZL 1 i l 89 19 Isi -Z 19 LOI I 1 16 9L Isi - I PUZ-Q OS 101 1 1 89 ZL PUZ-D Vol £IZ Z ; I tot Z91 PUZ-S iZii 88 9LI Z I Oil 9Zi PUZ-d PUZ-V LI Zt, I I LI O£ PUZ- £ PUZ-Z ZZ ZS 1 = 1 ZZ L£ PUZ- I anusraS puiM anusraS puiM x�y�stas puiM sanluA uiumi.►anp aajstmtjL aeagS s1,tu aNl IftniantIS utumnS IIuM aeauS * `° O 61 6 O y Q DCl) y ^' NN Q . N 7 4 S 0 (O n jO_ Et C N N '0m3 r;ru (ao n o 3 u) o = o0 3 vaC, ' � m o �a m o D — m a)oo 3 v3m o _ Cl) �' ow 3 m o 0 a w q 3 90 CD pv, cQ ' a orfDu�D, nz � N � g � o — � XN3m X O -I = �' oc p00x0 °' Sop CC CD Q OCaJ ' m a m ° u�i N� 0 w .� a - 3 m v m Z (U(n b � � 0- a m o � v CD m v(n � o. v p 0 CID d p 2_�w y = j y o CD a ai J 7 ti m m m rn w c N m N N N O• Q N C 3 Z `v ^' �Iol CD a c (Jl D v °: m 0 m = a w �'� @ (� ai = A -0 p G cn 0. 2 a O l ;:w O —. N O < �p a a a n m v = 0) Ery 3 aC� � 3 0 0 0 oOD o c N \J � m CD n n O_ o O w w < co CL lu 6 a rt 3 tOn m o w a m umi a m y 3 v, :30 ^ 3 ( o_ _ a o E' N N to DO 0 CJ " Encn "' o r. a C] O � ro H 00 , > A O xIrl _ O 0 �+ w w r m W = ;� r L„ " y y CJ ° o d a a � 0 0 o n. �, z N y 'OV' fD O O O ci n o c a y a w Z yp t O d H W Cn a ' a Wr � o X b 4. z r a \FDi t H O c d O o y I? �? x Oo N z T N N H 00 O O V] N O 9'9=2i II J.b093IV0)ISM £6'0=SO sql Z17LOI• =2IV3HS 36VO NOIS3a bb'0= �aS '96'V'SAS 'S3b 302103 'S13S 9L'O=60S a ''1VO N91S30 0I1AISI3S I,I.Vo= �s a 'SSVIO 31lS 890'6 =SS O'6=91 '30NV1bOdWl 3bf103002ld 3M210d IV213IVI 1N3IV/Uf103 :VRI3I1MO NOIS3a OIWIS13S 00'6 =1z>4 8 '3unSOdX3 ONIM O'6 = I '30NViUOdWl HdW 066-033dS ONIM 31VWIl in II A 10931VO NSW HdW 98- a33dS 4NIM IVNMON VIN911210 NOIS3a 4NIM SNOIIV0N3WW003b S,U3uniov-gnNVW bad a3IIV1SNI 4NV a3IGNVH 38 01 SW31I G31V0W9Vd-32Jd 'SONIMVU(I 3IVOS ION 00 'a31IV1SNI N338 3AVH SONIN3d311S 0NV SNOIlO3NNOO IN3NVWb3d IIV II1Nn 03LM03i1 SV 9NI0VH8 ,l2MJOdW3l 301AMM IIVHS UOIDVU-LNOO 31-lI '311S 80f IV SNOIIIONOO 4NV SNOISN31AIIa A=IWEIA IIVHS WIOV2UNOO 3H1 sn03NV1133SIW '(1Mllno3u ION 9NIN00I8 "O'O„U 1V PM HIM SiUOddns UM:91NI 4NV''0'0„9IV PM HAM S3WV0Nno9 4NV S39a3 0312iOddns IIV IIVN 4NV Elmo '9NIH1V3HS (30bZ)210013-I-(mniS 9'81.,Z£/£Z Wf1WINIW IIVISNI W9VaHdVIa 80013 '03b no3u ION 9N1>10018 "0'0 21•IV P8 HIM SiWcIcIns UOMAINI 4NV'0'0„9IV P8 H1IM SElIUVONnoo 0NV S3903 031UOddns IIV IIVN '9NIH1V3HS 8SO„96/L UO(96/Z£)a00Ml ld X00 „ 4 Wf1WINIW IIVISNI WJVUHdVIa dOOL1 T06170£Z 3I8V1081 b3d SNO1103NNOO IIV '081 3H14NV'I'd'13H1 HAM 30NVGUO00V NI 03N91S30 38 IIVHS S3ssnul=ioou 'NOIII03 IS31_VI '„U38Wf11 MJ31S3M 210d M SE)inu 9NIaVUO VdM ,01 WNOdNOO IIVHS S30VN9 'a31210 WIN 38 IIVHS 2138WII XZ (SU3n3IIINVO 1V 8n-3bZ)17n-Jt7Z (8I9)SWV38 G31VNIWVI 3me af11S/Z#dH :( XZ)Sams/SISIOf Z#I-J0 :(U31V3U9(INV Xb)S1SOd 0NV SWV38 :S(1UV0NV1S Wf1WINIW 9NIMOII03 31-11133W IIVHS JNIWVa3 HEIM1 'S301IdS 1V HS3W Ilfld 3NO dVI 17'6M X I7'I,M-9X9 38 IIVHS (INV 981,-V W1SV Ol M10dNOO IIVHS OIH8Vd 3bIM 030I3M 'SU313WVIG UV8 Z£S30IIdS dVI '969-V W1SV HIIM 30NVaUOOOV NI '0t7 3aVUE) 38 IIVHS SUV8 b#0NV£#0NV'SUV8 a3Wb0330 09 3aV-dO 38 IIVHS 2JEIEMV1 4NV S2IV8 9# 1331S 9NI3210dN138 '031N3ADUd 38 Ol SIVIU3IVW d0 NOI1V932i93S '„I7 SI dWfIIS Wf1WIXVW 'IN3W3O d0>iOVS 8I b6 UAd 2]31VM 30 SNOIIV9 0'9 d0 Wf1WIXVW V 0NV 31EWON00 30(RIVA 019no U3d IN3W30 30 S>1OVS zn-9 Wf1WINIW ISd 009Z=0,d 313MONO3 'S3bf1a300bd IS31 L991,-0 WISV.kg 03NIM13130 IN3INOO ElunisIOW Wf1WIldO 1V 7l1ISN30 vintru VW 3H1301N3O213d 96 30 Wf1WINIW V 01 G310VdWO0 4NV S13II 3SOOI „8 Wf1WIXVW NI 030VId 38 ainOHS II13 'SR1830 (INV IVRI3IVW OINVOUO d0 33H=I 'IIOS uvinNVUE) '030V2i9-II3M.lI31VNIWOa32id dO 1SISNOO a-lnOHS -ru a313VdW03 '3aVUO a3HSINl3 30ISIf10MO138 Wf1WINIW„9-,4 38 IIVHS 9N11003 UOIb31X3 30 WOIl08 '71110VdV0 9NIUV38 3Sd OOOZ 30 IIOS a38HnisIONn OI 9N11003 GN31X3 SNOI1VaNnozi 'NOIIOIaS inr IVOOI 7l8 aAmn03U SNOII03dSNI UO=I IN3VYiHVd30 9Ni(nn8,1311ON 'a3HinO3U 32IV SN01103dSNI IVI03dS ON SN01133dSNI 'SaVOI N91S30 UOd I3>iOVd 9NIH33N19N3 33S SOVOI NOIS30 'NOIlOIOsiunr IVOOI.l8 a3N1f103H SV '3000 9NINU9AO9 b3H10 a0 'NOIII03 MZ '(081) 3000 9Nla-iine IVNOIIVNU31N1 31-1101 Wa03NOO IIVHS NOIIomiSNOO IIV 1VNEIN30 asimjagjp paJoN ssaiun—sajoNj jun;analS Ie.55519 wo7'81sdn(-Ds301na3s 19Z9-7�8 (90Z) "d 91L'7-08Z (90Z) '1 9'7086 GM 'QOOMNNJ.1 0S6 X08 Od Puiaaaul5ua a'LV T i S1N (MS�J) llVM 2JV3HS a3SIVd l 'NIN ,9 — , T loess /M J131NOO ti 'O'O „8 @ S311 £# j EIV IS ONOO 3O`d3 b3 l�:On t,# (Z) NIW „L a38W3 IIVM W31S ONOO 118 8"v o..8/5 (Z) 31VId HOV3 Ol OIHS llVN NVId �13d S31` -ld X£ (Z) NMOaIOH Sams v Sb3CIV3H C.0 S31VId ]IV — a3HOS MS bad � OO ..£ @ Pm OiHS G31V'H `ddV D ^ 11VM2JV3HS �C aniS HOV3 �13AO GN31X3 Ol J1HS ll` N /NVId 213d b3GV3H ONn Saf11S X£ (Z) M3 OO X @ b3CIV3H . . Ol J1HS IlVN H1aIM —I - 31` -ld dol XZ NIW ..O lz I ,� I S1N j002:j MOi n1 ]H1 MS 01 MS X 2J3JSNV2Ji 2JV3HS Z I IVM Oi 8V-1ADIdN3db3d S3ssnai l-ldM Ol ?jvi oi(IN3db3d S2i31=]" af11S V3 Ol P96 (Z) /M H39431 XZ af11S V3 Ol P9l (Z)/M NVId H3d ONIWVHd d00H ONINOO18 OIIOS 1NOO XZ NVId Had(ONOW)SSf1Hl )S S310N IVHf110f1H1S S310N 1VHf110f1H1S Had ONIHIV3HS d00H Had ONIHIV3HS=1M] S310N IVHf11onH1S S310N 1vdnio 1H1S Had ONIIIVN Al JVGNfl08 Had ONIIIVN.kNV(]Nnoo ONIM0018 GIIOS lld-1HOIl ONN0018 GIIOS lld-1HOIl NVId Had 11VM HV3HS NVId H3d IIVM HV3HS I]VM Ol 131]"Vd Sb31=Md b0 S3SSfl81 df11S V3 Ol P96(Z) /M(SSf1Hl dH HO)H30031 XZ NVId H3d ONIWVHd d00H S310N 1VHf11onH1S H3d ONIHIV3HS d00H S310N wdnionH1S H3d ONIIIVN AWONfl08 ONIN0018 aIIOS 11d-1HOIl NVId H3d 11VM HV3HS i 0 S1N IIVM 2:IV3HS Ol X -IDIIVI:lVd ssmj1 joo�j - A NVId bad (X` vy Z6XZ) IIVM 2IV3HS (10321 SV XZ ONIIIVN 31VId 3SV9 43HOS MS aid P96-� `\_ JNl-llVN 31VId 3SVS NNOO 31VId d01 43HOS MS 213d P96 a3HOS MS bad 9CV NV-ld 213d ssnI jl C1Mjniov=i 1NdW NVId 2Gd 9NIHiV3HS Al NV Id bad ONI-11VN Al ]VONnoe n S1N SONINEIdO aNno0 j d X 213JSNV li DM:IOJ b CdAi V) a3AlnDMI Sd i ONINOO-19 iM �zd1S- ❑NIN❑d❑ 3-ina3HOS MS bad ONIIIVN 3903 NV-id bad MS Ji JNIIIVN 3903 31n(13HOS MS bad SNOOIG 01 9NIHiV3HS IIVN i S1N IIVM 2JV3HS Ol X 2:jvi OIaN3&13d SSfl�ll j002: 5 MS =10 GN3 ld 2UO - 31V Id dO1180 Ol Wb38 Z:10i 11O0 30 3aISM3aNn 1(402J=1 dV2US 8t1SW i Mdld 2Gd M0138—/ IIVM 2JV3HS - (U W8) Wd38 dM3d Ndld b3d !DWH INV38 21010311O0 S31ON iv2:jniomtj1S 2:Od Wb38 2iO10311O0 Ol 0NI11dN 3003 /M ONIHiV IHS 2iOO13 0 0 0 ® �l L Lil10 5�-� N N i _I 0 N x n r� oho m N 3 ` N � O N sy�_1 N N ,-1 N O z 0 N N 1 e VJ O 0 0 0 o N � 1 N 1 1 ON X 0 0 - No N X-► 0 N � O \JJ N x O RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development ' � �� ►~ City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. 7XX 5th St Unit A Arlington WA 98223 Project Address: Plat: ❑ Single-family a Duplex U Townhouse Addition ❑ Accessory structure Proposed Area: 1 st Floor: 680 2 d Floor: 856 Garage: 417 Total SF: 1536 Describe Proposal (include cross street): Duplex units at corner of 5th St and Gifford Ave 1 Valuation: 50,000.00 Owner- GBI Group, LLC Address: City: State: Zip Code: 328 N Olympic Ave Arlington WA 98223 Phone: 425-923-0277 Email: trevor@coast-group.com Applicant: GBI Group, LLC Address: 328 N Olympic Ave City. Arlington State: WA Zip Code:98223 Phone: 425-923-0277 Email:trevor@ coast-group.com Contractor: Coast Construction Group Address: 328 N Olympic Ave City:Arlington State:WA Zip Code:98223 Phone: 425-923-0277 Email: trevor@ coast-group.com Trevor Gaskin COASTCG865CG 2/18/2022 Contact Person: License Number: Expiration: 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION * * Department of Community & Economic Development ' �N� C► City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 2 [ Sink (1.5) x 1 Ll Shower (2.0) x ( Lavatory (1.0) x 3 Ell Clothes Washer (4.0) x 1 ( Water Closet (2.5) x 3 Dishwasher (1.5) x 1 Water Heater x 1 Hose Bibb (2.5) x 2 Water Heater Model # list x NPE210S - tankless 95% efficient water Other (list) heater Plumbing Section Continued Proposed Water Piping Size: 1/2", 3/4", and 1" Proposed DWV Material: ABS Proposed Piping Material: Pex/copper Proposed DWV Size: 4", 3", 2", 1-1/2" • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 T ° RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Fid Furnace (80+) Model # 59X213060 AFUE 95% Heat Pump Model# SEER HSPE AC Unit Model# SEER Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping LJ Boiler Solid-Fuel Appliance ❑ PV System Fireplace Insert L11 Outdoor BBQ ❑ Storage Tank Ll Freestanding Stove Gas Piping ❑ Other Gas Piping Information Not Applicable: Lll black pipe 275,000 BTU Pipe Material: Pipe Size: 1" Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: Date: 12/3/2020 Print Applicants Name: Trevor Gaskin 6/16LP Page 3 of 3 Beam Helper 1.0 www.beamhelper.com Company Home Design Member Selection 4 x 8 - DF-L#2 By Dennis Controlling Factor Bending at 49% Project Coast 1536 Duplex Selected Member PASSES Beam ID Front Porch Date 12/1/2020 Loading Diagram - Beam Length= 9 R1 R2 Loads and Locations Including Beam Self-Weight - (LL / TL) Load A 88/ 140 Length: 9 ft MomentMax = ShearMax = Reaction 1 LL= 396 Reaction 2 LL= 396 Beam Length = 9 1,474 at 4.50 655 at 0.00 Reaction 1 TL= 655 Reaction 2 TL= 655 R2 at 9 Selected Member Including Beam Self-Weight FILBe Fb ndirtg S Fv r hea DF-L#2 LL/defLLL/360 E11 LL Ratio TL/def TL/240 E 4 x 8 49 % 22 % 0.073 24 % L/1,478 0.121 27 9/6 Member Species DF-L#2 Size = 4 x 8 Fb Base = 900 Fb Factor= 1.300 Adjusted Fb = 1,170 Fv 180 E 1.6 References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications Beam Helper 1.0 www.beamhelper.com Company Home Design Member Selection 5 1/8 x 12-Glue Lam DFL V4 By Dennis Controlling Factor Bending at 73% Project Coast 1536 Duplex Selected Member PASSES Beam ID Garage Door Header Date 12/1/2020 Loading Diagram - Beam Length= 16 JA R1 R2 Loads and Locations Including Beam Self-Weight - (LL / TL) Load A Load G 50/80 2,685/4,669 Length: 16 ft At 4.75 MomentMax = ShearMax = Reaction 1 LL= 2,288 Reaction 2 LL= 1,197 Beam Length = 16 18,033 at 4.80 4,030 at 0.00 Reaction 1 TL=4,030 Reaction 2 TL= 2,133 R2 at 16 Selected Member Including Beam Self-Weight Glue Lam DFL V4 J Bending ng Shear Flb LL/def LL/360 E LL Ratio TL/def TL/240 E Fv 5 1/8 x 12 73% 37 % 0.2 22 55 % L/657 0.515 64 % Member Species Glue Lam DFL V4 Size = 5 1/8 x 12 Fb Base = 2400 Fb Factor= 1.000 Adjusted Fb =2,400 Fv 265 E 1.8 References: 2015 KIDS, AWC DA No. 6, and Manufacturers Specifications Beam Helper 1.0 www.beamhelper.com Company Home Design Member Selection 5 1/8 x 18- Glue Lam DFL V4 By Dennis Controlling Factor Bending at 84% Project Coast 1536 Duplex Selected Member PASSES Beam ID Garage Mid Date 12/1/2020 Loading Diagram - Beam Length= 19 C B JA R1 R2 Loads and Locations Including Beam Self-Weight - (LL / TL) Load B Load C Load G 138/220 360/450 3,989/7,134 Start: 0 Start: 6 At 6 End: 6 End: 19 MomentMax= ShearMax = Reaction 1 LL= 5,028 Reaction 2 LL=4,469 Beam Length = 19 44,778 at 6.02 8,184 at 0.00 Reaction 1 TL= 8,184 Reaction 2 TL= 6,500 R2 at 19 Selected Member Including Beam Self-Weight hea Glue Lam DFL V4 BeFbing S Fv r LL/def LL/360 E LL Ratio TL/def TL/240 E 5 1/8 x 18 84 % 50 % 0.384 61 % L/594 0.598 63 % Member Species Glue Lam DFL V4 Size = 5 1/8 x 18 Fb Base = 2400 Fb Factor= 0.965 Adjusted Fb =2,316 Fv 265 E 1.8 References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications Beam Helper 1.0 www.beamhelper.com Company Home Design Member Selection 4 x 10 - DF-L#2 By Dennis Controlling Factor Bending at 84% Project Coast 1536 Duplex Selected Member PASSES Beam ID Rear SGD Date 12/1/2020 Loading Diagram - Beam Length= 6 R1 R2 Loads and Locations Including Beam Self-Weight - (LL / TL) Load A 565/830 Length: 6 ft MomentMax = ShearMax= Reaction 1 LL= 1,695 Reaction 2 LL= 1,695 Beam Length = 6 3,767 at 3.00 2,511 at 0.00 Reaction 1 TL= 2,511 Reaction 2 TL= 2,511 R2 at 6 Selected Member Including Beam Self-Weight _ FILBe Fb ng S Fv r ndihea DF-L#2 LL/defLLL/360 E11 LL Ratio TL/def TL/240 E 4 x 10 184 % 65 % 6.645 22 % L/1,614 0.066 22 % Member Species DF-L#2 Size = 4 x 10 Fb Base = 900 Fb Factor= 1.200 Adjusted Fb = 1,080 Fv 180 E 1.6 References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications Beam Helper 1.0 www.beamhelper.com Company Home Design Member Selection 3 1/2 x 11 7/8- PSL WS 2.0E By Dennis Controlling Factor Shear at 31% Project Coast 1536 Duplex Selected Member PASSES Beam ID Upper Floor Dining Date 12/1/2020 Loading Diagram - Beam Length= 7.5 JA R1 R2 Loads and Locations Including Beam Self-Weight - (LL / TL) Load A 520/650 Length: 7.5 ft MomentMax = ShearMax = Reaction 1 LL= 1,950 Reaction 2 LL= 1,950 Beam Length = 7.5 4,633 at 3.75 2,472 at 0.00 Reaction 1 TL= 2,472 Reaction 2 TL= 2,472 R2 at 7.5 Selected Member Including Beam Self-Weight PSL WS 2.0E B ending Shear r LL/def LL/360 E LL Ratio TL/def TL/240 E 3 1/2 x 11 7/8 23 % 31 % 0.038 15 % L/2,375 0.048 13 % Member Species PSL WS 2.0E Size = 3 1/2 x 11 7/8 Fb Base = 2900 Fb Factor= 1.001 Adjusted Fb =2,903 Fv 290 E 2.0 References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications Beam Helper 1.0 www.beamhelper.com Company Home Design Member Selection 3 1/2 x 11 7/8- PSL WS 2.0E By Dennis Controlling Factor Bending at 46% Project Coast 1536 Duplex Selected Member F PASSES Beam ID Upper Floor Garage Front Date 12/1/2020 Loading Diagram - Beam Length= 13 JA R1 R2 Loads and Locations Including Beam Self-Weight - (LL / TL) Load A 255/425 Length: 13 ft MomentMax = ShearMax = Reaction 1 LL= 1,658 Reaction 2 LL= 1,658 Beam Length = 13 9,168 at 6.50 2,822 at 0.00 Reaction 1 TL= 2,822 Reaction 2 TL= 2,822 R2 at 13 Selected Member Including Beam Self-Weight PSL WS 2.0E Bending ng Shear LL/def LL/360 E LL Ratio TL/def TL/240 E 3 1/2 x 11 7/8 46% 35 % 0.168 39 % L/930 0.286 44 % Member Species PSL WS 2.0E Size = 3 1/2 x 11 7/8 Fb Base = 2900 Fb Factor= 1.001 Adjusted Fb =2,903 Fv 290 E 2.0 References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications Beam Helper 1.0 www.beamhelper.com Company Home Design Member Selection 3 1/2 x 11 7/8- PSL WS 2.0E By Dennis Controlling Factor Bending at 45% Project Coast 1536 Duplex Selected Member E PASSES Beam ID Upper Floor Garage Rear Date 12/1/2020 Loading Diagram - Beam Length= 10 JA R1 R2 Loads and Locations Including Beam Self-Weight - (LL / TL) Load A 403/710 Length: 1Oft MomentMax = ShearMax = Reaction 1 LL= 2,015 Reaction 2 LL= 2,015 Beam Length = 10 8,988 at 5.00 3,595 at 0.00 Reaction 1 TL= 3,595 Reaction 2 TL= 3,595 R2 at 10 Selected Member Including Beam Self-Weight PSL WS 2.0E [ Bending] Shear LL/def LL/360 E LL Ratio TL/def [TL/240 E Fv 3 1/2 x 11 7/8 45 % 45 % 0.093 28 % L/1,293 0.166 33 Member Species PSL WS 2.0E Size = 3 1/2 x 11 7/8 Fb Base = 2900 Fb Factor= 1.001 Adjusted Fb = 2,903 Fv 290 E 2.0 References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications Beam Helper 1.0 www.beamhelper.com Company Home Design Member Selection 3 1/2 x 11 7/8- PSL WS 2.0E By Dennis Controlling Factor Shear at 58% Project Coast 1536 Duplex Selected Member PASSES Beam ID Upper Floor Garage Side Date 12/1/2020 Loading Diagram - Beam Length= 10 B H❑ R1 R2 Loads and Locations Including Beam Self-Weight - (LL / TL) Load B Load H 353/630 1,658/2,763 Start: 1.5 At 1.5 End: 10 MomentMax= ShearMax = Reaction 1 LL= 2,685 Reaction 2 LL= 1,974 Beam Length = 10 9,798 at 4.46 4,669 at 0.00 Reaction 1 TL=4,669 Reaction 2 TL= 3,539 R2 at 10 Selected Member Including Beam Self-Weight PSL WS 2.0E BeFb Fv Eing S ear LL/def LL/360 LL Ratio TUdef TL/240 E 3 1/2 x 11 7/8 149% 58 % 0.104 31 % L/1,157 0.184 37 % Member Species PSL WS 2.0E Size = 3 1/2 x 11 7/8 Fb Base = 2900 Fb Factor= 1.001 Adjusted Fb = 2,903 Fv 290 E 2.0 References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications Permit#: 3616 Permit Date: 12/17/20 Permit Type: DUPLEX Project Name: 5th Street Duplex Applicant Name: GBI Group, LLC Applicant Address: 328 N Olympic Ave Applicant, City, State, Zip: Arlington,WA 98223 Contact: Trevor Gaskin Phone: 425-923-0277 Email: trevor@coast-group.com Scope of Work: New Duplex Valuation: 210317.91 Square Feet: 1536 Number of Stories: 2 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 07/29/2021 Permit Expires: 01/25/2022 Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31050200400800 701 E.5TH ST COAST 110 DUPLEX CONSTRUCTION Contractors Contractor Primary Contact Phone Address Contractor Type License License# COAST TREVOR 328 N OLYMPIC CONSTRUCTION Labor& CONSTRUCTION GASKIN 360-474-0600 AVE CONTRACTOR Industries COASTCG865CG GROUP COAST TREVOR 328 N OLYMPIC CONSTRUCTION CONSTRUCTION GASKIN 360-474-0600 AVE CONTRACTOR UBI 602 626 922 GROUP Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/23/2021 R20.SFR/DUPLEX Final Inspection 11/24/2021 11/24/2021 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 12/17/2020 RESIDENTIAL SINGLE BUILDING FAMILY 12/17/2020 RESIDENTIAL SINGLE Josh Grandlienard FAMILY 12/21/2020 Misc Drainage for new pavement and downspouts required. Nova Heaton 12/21/2020 Misc Full Water&Sewer connection fees must be paid prior to PW-ADMIN-GIS water meter installation.LT&KS 12/21/2020 Misc PW-SEW-REV 12/21/2020 Misc PW-WAT-REV Fees Fee Description Notes Amount Building Permit Table 4-1 $2,425.51 Processing/Technology $25.00 State Surcharge- 1 st DU Residential- 1 st Unit $6.50 Building Plan Review Table 4-2 $1,576.58 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-SF Single Family $3,355.00 Total $9,534.59 Attached Letters Date Letter Description 02/08/2021 Building Permit 02/03/2021 Building Permit O1/26/2021 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 07/29/2021 1009 Ameresia Lawlis $9,534.59 Outstanding Balance $0.00 Notes Date Note Created By: 07/29/2021 Received conformed copy of plat and school receipt Raelynn Jones 07/28/2021 Need conformed copy of plat prior to permit issuance. Raelynn Jones 01/26/2021 Utility Plan approved per Nova.Issued a separate building permit for construction of the Raelynn Jones utilities ONLY. O1/20/2021 Provide SD-140 with job packet. Kristin Foster O1/15/2021 Routed Nova's comments for Utilities to applicant for review. Raelynn Jones 12/21/2020 Routed Utility Plan for review. Raelynn Jones Need school impact fee receipt prior to issuance.The fee is based on the 12/2020 Impact and 12/17/2020 Mitigation Fee schedule-uploaded.Fees are$3,811 per single-family dwelling unit.Total$ Kristin Foster 7,622.00 12/17/2020 Need zoning verification approval prior to issuance.Emailed Kathy the application. Kristin Foster 12/17/2020 Need final plat approval prior to issuance. Kristin Foster Uploaded Files Date File Name 07/29/2021 9357270-3617.3616 School District Receipt.pdf 12/21/2020 7874362-3616 Utility and 5th St Improvement Plan Lot 2 Maisch Short Plat 11-16-2020.pdf 12/18/2020 7865933-Mitigation Impact DevTap Fees 12-19.pdf 12/17/2020 7863955-3616 Apylication.pdf Date: 04/02/2026 Permit#: 3616 Permit Date: 12/17/2020 Review Date: 12/21/2020 Permit Type: DUPLEX Review Type: Misc Target Date: 01/05/2021 Scheduled Time: 00:00 Completed Date: 01/19/2021 Description: Drainage for new pavement and downspouts required. Review Status: Assigned To: Nova Heaton Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes From my 1/12/21 review 01/19/2021 The drainage was required per the short plat, need detail on size/design of drainage, note that it is to be constructed, and show the building downspouts connecting to it. 01/19/2021 Drainage approved per Kathy Demoors email 1/19/21 Standard infiltration Property Information Parcel#: 31050200400800 COAST CONSTRUCTION COAST CONSTRUCTION 328 N OLYMPIC AVE 701 E. 5TH ST ARLINGTON, WA 98223 Zoning: 110 DUPLEXLot: 2131ock: Date: 04/02/2026 Permit#: 3616 Permit Date: 12/17/2020 Review Date: 12/21/2020 Permit Type: DUPLEX Review Type: Misc Target Date: 01/05/2021 Scheduled Time: 00:00 Completed Date: 12/23/2020 Description: Full Water& Sewer connection fees must be paid prior to water meter installation. LT &KS Review Status: Assigned To: PW-ADMIN-GIS Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31050200400800 COAST CONSTRUCTION COAST CONSTRUCTION 328 N OLYMPIC AVE 701 E. 5TH ST ARLINGTON, WA 98223 Zoning: 110 DUPLEXLot: 2131ock: 301/12I3S Nb'7d S213O71l19 N J I S a 3 W O H X31dfla 9£s 6 133f 021d LijN 0 M W I pu" woO sued MMM Ulb113W3 dnotm NiDuon211SNOO 1S` O3 :N3aiinJ3 o a N uaOO'sueldpleaauaa MMM w `� z d0 LU v l N > C)U a aW> e F N = W a. Waa U' N y 0(D J U C)(L w cM0M 7 V J F' QOa c9 Z LL = z LA— 4 gym o Z Z W O Iq J 0 a0 K C- ¢ LU>>zwd a J O O e ww>¢o ILW J q X X~ J J J W W EL W 2 W x w W W J Q W o a w as 3a��> ELCwa J0am00<0° J F- ZILL O — > Z - -- w It I I I W .. � w U U z ® It U) oLU z� I �_ I I O, W w a LU , I I II — W _.. ® ® ® ® 00 LLO 0 ow ® ® ® ® w �z 0 ® ® ® ® W - a X ® ® ® ® � ® ® ® ® z `L O O z Zm WF .6-.CZ „z, --� ° °co W �i > Z W _ °z OW J 0 0 ° W(aj W - J W O0 1 a W °z j', Q'co lj.j p a0 Q LL Z J O cn a FO O Q w a 0 00 CI)a O a ® ® ® ® J ® ® ® ® a U I I a ® ® ® ® 0 ° F 04 ® ® ® ® co a 0 0 w o0 cr� Z ° F Z aW W oa >> O W a xi- - xz ILL Z �- O n i= z - Q — w � J � W W WU J c) 39' 5' -6' 3 8'-1172" 5'-61/2" 70-6" 3 Z X 2423" A O 4x8 DF#2 sw1 40 swl N o O o O< Sw1 sThO A $ T4R 'q O 2468 2068 0 �` N O DO y m; 30 Z g$ 2z Z wO m3 Sm Ay O 8 m H N m AO O� m Z A r a ^� �o I �D a $�+ D c D vx ftpw I Z� v VEX Z w sw1 a Swl 3066 m ThoTA 9'-101/2" :�O» op z O fitlya °O a O rn30 0-, m Tco O mz OWN m D I I 5 oo D Or sry mxm o z ° vn =3z o'' o ;um* ° mz r A5 m��00 Zc0I, n No App OPOO 0 p co No Am0zz x m y a S G1 I I A ZERO CLEARANCE GAS m ro FIREPLACE,INSTALL PER - p I MFG SPECS 1 A I I N aR I I II I I I I N�yo swz ti °.rY mASq �� _ I I II �— I I II SW1 70 - 10'-6^ SWi 18'-6" V J SW1 - STy 0j4 6'-9' S' 8'-91 I I II I I II Y 'S Sw2 N ° I I NII N 83 X X I ZERO CLEARANCE GAS FIREPLACE,INSTALL PER A MFG SPECS a w $ m I m I =o O A I M-0 5 =D (n r p A`I I On p i Aim D O'a3 y I I I °T� ° o� mAm m cv MA I- ? I I m mzm ' o r nz Aoo� a p °z 11 I o X O v m m O A STyo > D D �Q. Lj °z y �4R O Z � -M Nl1q� m SWi = 9tA Swl 3068 Ay CU Am- g `Tpn N= Q1m zq� DO I np ----- - I za S? m3 �o I "1 Om_ az a n3 AS D T A9 m � uZ O Om 8 AA mX Z® z� Nc y»m Z S3 0 m ® � ° A O 2468 2068 m 0 O p 0 y �yw ® S A 4 X 8 DF#2 4016FX i SW7 SW1 X A 2'-812' 4' 2'J' ti 5' 6' 3' 8'-1112' 5437/2 10'L' 39' �cA gm� v81 D� »�w� �ArnA o'xm�.pw orooso 'o_ '�S�A ') ro.T Oxtnp o.mp 16' A 5zpm� Zm Oco �ApWN ^o-Sm mmom�m mmm Oz o 8.0 O2>� y-ip mtc'1 x zN �� =m� xOm i p� = m' oo9 F�mi,> m3a so 4� Dr Iry 2 0ti .Dn-n = CA AmA mac. =om� 2�Om og o. �mmm�om�N^ew xnlrp xrvOD xn+rs Alm Am m c �_� NNE my D20? mCmw DOA' �momagro om� zOz zizi zOz 00 z c D '1Z v= zpAO� mAy� m�tip n ... mmoom boo OZOm OymO Oy00 ONm yp o mZ zm °D rm� °D DO=v �mz0 nm D9mm g - ?rs='m v�m0 �� Z ��mz '0< vZ C Om� mA mmr GAm zOAN mmDr 0< _gg3oo - - _ _ �rm� �r�� �rm� =zn mmmrn m Ox 000 DNA zKm., OO�Z m�`t0 39^0 - m - <-A < O <_O Dy0 OOI°« �`2 am� Zxm <°0 rn LOAN m_m0 mmm �m - Dmzn Dmz Dmz tir 3°- DDO m�2 ZmOA �Omm Am -3G;° (zIO�N i70�m 00ym O<N zoOZ 2 Qom rrD �mpm Timm �XmN w� o y m9mo nmm No m3DO m;mmm MK > 0mfn >- - �A mmo A m z AZ O<D �G1z0 wm ^E m .cam QNs �Gm Dmt DmD Dms 'x' AOd z m ;mu m`2pA -�a3'o -mmm °: v m AZA v A DOD 0� Ohm a m N2pp OZiZ DmO o�� o. somo nrns ^SS mvD m2N mpN Z3r D�AO OAal OZ2O AOmp. pZD> min �a� �i'l wwmm T m ."Om.. mti� zm Z Om w mNTO z mn mmm 3� 3mD �Dr`e Km D=m O D1 mmm 'Opm zOCz mm"o ogn '`�� �a °3� 3cc. zy3 zm= zy CpZ m �O y1� OTzC DriGJ r=mz \n ".ma_ Qm -a.0 Z W ZpD Z2 mOy A cmD OtiD(n m Z Z� fmJ A$- omam 3_mx �� ti z zD OOD Apo AOO� �y�� OO`z -m _.w � _nm mo£;D Fa z fmii z AAr D m C 2 D x D m vm0 G)tiD0 NDA mmo <w <m�r <o mOrm -I < �o< N z ND�z �_K ms'd "= ��38 - y� �=z rz:l 00, m .rmn z nD 2m- D mmo Fl* SomEon 1 m _ Az' v mr Eg-I& Sm p1 °m 3a w�m ^� _ o oy� o �zm yyA�c 7,o m z ON �mo�z O D2 m<cym m,m Z z �`sAzm< g m z� z www.emeraldplans.com A = o N v D BUILDER: COAST CONSTRUCTION GROUP EMERALD www.hdplans.com PROJECT: 1536 DUPLEX HOME DESIGN BUILDERS PLAN SERVICE 39' 8'-111/2"� SW1 o O °A L; c A `! x 4'-Y c y S W ®� p fTi m m $ m A r p zase W '> c ce y2868 o ® o Z5'-5112" 3'-6" O H bi N 1p- bt D� $�m7' m�W N 2 D T p zsse oN V Z mg m'o Ac`o° AA m AO �� la m❑ M m0 n v Ill A q AN Lim �m wf�ri TGmj �i bi QF o A 2468 O a 5D p N N �Z O A O A WN q f CA 91 I N p 21 m p L3 N ® f SW1 L 12'41/2" 2'-4" 10 8'-5112" 2'-4" 12'-8" y 39' �n Om = O oz°mc mf mmoN mz �o Omom m � 0 moos io = oy co Dm A° Z Q O Dy OA . F, A p 12'-41/z" 2'd" 10" 8'-51/2" 2'•4"�}�- 12'-8" Cn C -0 D m sw1 Lr- m� a O rc9p ® F D �6m1 W my a 6 O ® q m A� Am Q A 3 O Z Am nb L J O Om em h �+ w b L,N O �m zasfi O O DCl p0 K r 5A ®gym ❑ z V 9Z 6 AD ® j � m N X ;o 2668 A Aso � a > if zp 2168 m A 0 S y X W wm z b © 0 2468 v n zrm y 00 < I ; O m N sw1 3'-6" 4' 3Y lI J A C oOZ `p z z o Buz y� Nm y N = N v EMERALD www.emeraldplans.com W m v D BUILDER: COAST CONSTRUCTION GROUP www.hdplans.com m o PROJECT: 1536 DUPLEX HOME DESIGN BUILDERS PLAN SERVICE 301/12J3S Nb'7d S213a no N J I S 3 a 3 W O H X31dna mn aoa oHd w o a M W woo-sueldpymmm a1VU3W3 dnoz:m NOIlonNiSNOO 1SVOO :M3mins o a N woo-sueldpieaawa mmm W `� uJ Li a5 WdZ U O N .6E —___ ___—____ 1 Noal�y----- z wa a oa I xo o< L J �� Ya oa z� I I 5o00 mz I I 0 o o� Xo I I � a I I o �o 01 I <<oa I I w� oa I X LL I I �z sa I I t� yw`o_ r ,�� z 1 I ao U oa 1 I I Zoa I I I o� N I I z I I >wz I I ~Z I I �amz I I aZ w° I Ioz I I pil 03:o wo�§m °m v Yaw I 1 3w < zz w0 1 1 p w o UO z w ' w --- —� ----- —�ra�na_ � � oz m gQ c� I I O U --- Qo- O I �w O v 1 I LL(n -.6-9—y SoyYs .6-,9 y I F 2.0 z Z O I I wa I I w2o o a --------b s i I O a ¢va r ------`Oyu I I L----------, ---------- 'A w0 Jw -- ��°- I w O zapZw� g> cam`�°III III 1a IIIII v I I � I I �o�`; I I vaio10 Uwowa L J I I oQ yap mw mw IZ z I I I IDSR I I �< z- °i I I a I oa Xo I I q I I r bb 13 ^° oy S I oy! ———————— boo-- I f N wU vo ------ ---- I I wa a T------ 1 I— N < L I I Ow o - I I YO a w I U� L J � wJ a< '�, L J XZ i ————— LL No p as ao oy1S I L--- ____________J .9-.OL .6E I I — I I II II � II I I mg- I I I m I mm I I I I IFTI I �' -- � I I I I r—=—== —————————————— I I��___--------------- — I Ifll I II L� II IIII I I IIII I I IIII I II II I IIII I I IIII I - I IIII I II I I — II I DOUBLB JOIST IIII I I DOUBLE Jolsr I I rSOLID BLOCKING IIII I OVER WALL tz z --- --J IIII IIII mD�i mO IIII IIII ono0 0D IIII IIII >N� $m IIII IIII r �A �1 IIII N„ �I II IIII xa IIII IIII =� I I =JJ I I IIII IIII°°ZNO v m m �o =j�� J om Pom mD. IIII $Z, � 0 IIII xoRxAZ IIII ��� A m m m IIII A mD 10 r �o°� IIII ymrn mm Z IIII x,mmm O IIII mad �A �0� IIII T�NSO_2 IIIL_pmO ___ �I poo NZopZ T Z IIII �"��� mmmv AO I —� SOLID BLOCKING x p° 1 m m I I I OVER WALL IIII °Nm° mzoo�� I L II QpO yNm m* I DOUBLE JOIST DOUBLE JOIST IIII m,Z nN I II II I IIII mo IIII A IIII I I IIII I II I II I IIII I I IL-------------------J — —————————————— III FTr I I I °° J o I I I I W °p �x I I m s° I I y x L I O I I I I -- L ------- I L E I r---——————D--� I I I m U)c 0Ns; o 0 o go z n _ I p EMERALD www.emeraldplans.com m BUILDER: COAST CONSTRUCTION GROUP u www.hdplans.com . PROJECT: 1536 DUPLEX lJ O M E DESIGN BUILDERS PLAN SERVICE I I _� >:j - �x A N _ 9m AD I—_" Oz I I 11 aO 5a r— LJ pm I I I I I I =z�, =o --- 4A v I LFLF1111 1 nG) 3m I _T'T_ oil I <o om oo o xm �o 1 F f°m pna l L�J Po° Z�z I -------J m I II II 1 .. . r 1 31/2X117/82.OE PSL L-------L�—aaJ_-----J N TT I I I °o N� J >A o8 mN gJmp4� �4:12 a:1z I I m ai Z I I I m A ao 1 L---_---- c'yg J I m� � mo zrnm II -- 4 �Zn°c II �o mo`4yjom po c/) y v m3m o II r----�� 11 31/2X 117/82.0E PSL 1p Z;o mN w 1 X m0—7— Tim I ON Oq mm 9 x < 7Jp v N m� II y IL�JJ r z / I 1 ti I I I I I I I m m ------—� AN Ao — A C1111 T° x �D pTN DN OZ m I I ��� c xz�" xo 1-----J `o_2 zc m Ap �m o zA08 \ -- m m r Or T-( ya °F m C m m < s A N m k �oz x A o"z m ;< m z n m EMERALD www.emeraldplans.com = N s il� m v BUILDER: COAST CONSTRUCTION GROUP www.hdplans.com ov PROJECT: 1536 DUPLEX HOME DESIGN BUILDERS PLAN SERVICE DAQ2 SN 0 M --moo$---- -- — — — — — — -- ------- --cw�---- 7 — -- ------- il 08 Hill N m — JI I J I I I InII — GIRDER TRUSS \_ I /IIII III T gay I I I I I III r F TJ ICI S% IIII T1 T L T_ IIII I I I I I I I ? c r _ - 1 �qIII N A _ \ zA m7JmD _ __ —— ____ N� O PI :OCNZ I I T 2C III m II ODon � III 0 II MCI n �" �nmo: IF JI III1 f [_ zm III tlll A I II / �AIm \ IIII I Q ti ICI N tlll I II I I x�oy II i 101 = 11 I IW I — p — II J`L J I JL — — — ---- �p-� �N2 gN�z N pT(/1Z N gOj N305 ZC WMI-Z m m♦ �oz g 0 ZA �xm 7.1C ym=� 8T 2A mz U]0 TI< m a yyO ND ZO�ZO; y� �mDT �rZ mmNO pN x� (nW _ _ — _ _ _ _ __ Vti�O;. ---- mvma r - -- - - - v , . �riZD ; ,'Ir I - -- -- ---- II 'nm0 O d In A pp I I m D o A I I I ppd I�'I Z IIII II (N I2C~ZOO _ 0 II r— MN ILL I I + O J L_ Oyy ZpN- ILL IIII IIII O Ir KDmN L.1 III II 'r<> O Z N N co — / — -- --~----,I g 02" g N� II mm n 1 1 1 yO y0 A I I I ��I — IIII III y z GIRDER TRUSS / m I I II II I I tl �Tx �I I —II II aA� I -1 Z" ------- - — — — — -- ------- cm A<N pC0m O 7J -al n).. '0 m m "'I ' o a N o8m ° < '$zCS vomm z EMERALD www.emeraldplans.com ARE BUILDER: COAST CONSTRUCTION GROUP www.hdplans.com PROJECT: 1536 DUPLEX HOME DESIGN BUILDERS PLAN SERVICE 331AH3S NV7d S213O7 a N J I S 3 a 3 W O H 2 m X3ldfla 9E56 l3Af'02ld ui o w woo•sueldpymmm Q�da3W3 dnoH!D NOIlonNiSNOO 1SVOD :aMlina o a W N = cuoo•sueldplejewa MMM P a Ug 3 g z o g I, o F �d"QryY 5 � o Q(9mJ mg m K Wmo y p°Z ` 8 j JJ2 K SW NZ f 0' <% w o E� u a� wi JD °�a ❑$t- 00 w tnm s7mU j8 $o o z W Fx '' Z � i µ w3a w z< z8 $o CL w x 9 m $� - o W < o z t s - Q 5 ° q ° w� mm C 'a ° �6 W o �,ry D W y rc b kfz wx rc �g gb c'g LL = g Tlwi: w= z f uz zzo12 yyz °�F �yw �w o Sawa maz z>�c.s°m� z El w`drc 8 �ao w wz �Zg q &C'� yHmg gd � Q F O W OF x2m aZ= mw g� E�. &19 m 4. m . Zmm m WN JQ E. NEW W Z LL U) Z c¢j z Z w CL z O (L O O QLL -° �� w� w v Dx Cw = r. 2§3 Fy s zOau°7 0m �- Z O 0, 00 Z gr 3 - IS O g o Hm 2f0 H Q. a� o�z z iz a w g� a� �> ^'9w 8 LLI ?f�3 LL N k� �mc� g� "o �q�aN ?$3 a. g �w W Z .+'-r _ Q a as "z° Euc7 QW LLO �iyi V ZOO wog LU i! 0 LL p o $w 3 O ¢ ° o W o �, ° Wll wi x x F oti z z Q °� a h ir�iP 1i / ¢p� � 3 A x` y zz ya Zx a y $w >� ° q Y �. 7 39xm 7)1_81 mZot- �z z 'o um. F¢ �i p O gy ��F rc �� O b�i�i°w _ w wa '�O w ,-c� -{ a w x LL LL x3&. o� �... �m 3 w� zw� � o$� W� � zZWIt L)0 o� z za Z 4� z 'a a3� 3 a a2a d 4 >J Imil" am ow Z U 2a'K a� O �iu� 3'z pg 0, h �pF zd G'7 w w O O-$ O zo OH °� $ s ° O �' it a��zw Iw $ m �tw w Q' Q a'W ��° $� swi J $� Ifa �J a> O cn mm wqq W � mud �:� io �'� F" W W d °fig i d� gS�' d' O <�a°z gg° Z'w `Ri m ¢ W U7 (7? woaLL� a i�.�, O oxzwrYi m3 zo 3 8gk O O z '�zq °wz Q W ¢¢aa aa5� z LL Q LL ._ m F Os ; V(�' qI S-2I = F zUa7 O Q is u�w Owaa in/ �a W a �Z vai w z_ ° �J� 0�J o ma $ mg m M X x >> w¢ a z K> wm O O z> z� W k' 0 UW' a �w z LL �w x 3 Z i IL ? m O LL a o 3 �j > �a NJm NQ a O a» m mW z ° w ruO _Y'i xr Omoggg z c�SFa S ggg- a O z I 3a zz� &� �$a F.. w Z ao ma? of 3s O z a$ a. d » zx ;� — w - _^ J) $ N a __-- - F cl) z a =�.. z w= m oUa z Z ,, w z "o c� x w r_.. Q d `oa i a LL �LID z U _i �z z J J o w ?gwgrHE w$hm0¢a » > zgm d W J i= zyLL �* QQ U S a z o zx YV' i2mN Ua aNK u� a M Ka UZ z3Z ® ® 4 �? W O g� a > �� W q 0z. zw $2 8z a g z ;4� u $ c=n w 4 ¢ �z {�� J oz ash m pa O qQu�.$ p '�' z �$ 3 C °x �i KU S25 a �zi O oz J r1 C NX �$ z ` o= M $ '-H �ii W W o�c `� q §8 O oUw° = y a oo O Z8 g �i iC z .J - x- � y g Z mm k' J OJmd $gym µra S$LL8 2 p� O � N J d U OF�$ '3 u�a W x h+tvw OW C I, OZO amz V rwr I Q ja❑ .. ao Z a ._ ry'F �i ¢U iron Z w a00 W w aF� T O aw H W F- z m� C zoo hI' IMI Y � ° zo o a.a. z \ a J nq$wb 603 3 W ao W V i z Z jw O" B�Jo� oi�w Z Fga F • ai �zf-d4: �u � � U fl� 8 3 w a ?,� Jw Ym yy w 1/�`'- ��j2 3 zz p) H2�� °�gmirc a s w 0 `�W. m ® F� la vxizi � E 3 (•J Zz5$� LLB � �LL ® o� zo �m F Who z U'� °('D VOWNr U yy Nw o�v~ Mp`gwa�V z>� +0 y C Z' Z x J € U F C m 2 J❑ M J..7 a J M J w � W w� o a , m ° O 3 0 �o a IT U<Z ��=N.z2 M—V wo $ m 53zm > a o� y � yob �� rc iu� w m mg iw>�p> Sw��apk Z°� _tta UaxZo $m z u Zo8� x � QQ� 8 i8' Z° $ z _ �a U' OZ3C7 F .$ z PJ J W ¢O jx� -� �S =w F u J mp W .J Rg; go zz a zazz o 2S Q It �n O � o sa $� gaw. g �a z y "Z° aZ�Zo '� � = wrcwFw w7� wow ax �F m zo O> w o pz° Ra Po x � Cj3� Zg �w Z m O mm Wx � m a0 ^o^ rwnyw u� N_ �y�/ Q 1 �J a�EdE z�Bw�a s a � �z zz s awa �$� 10 °aoo� maZ m N z V W z � b3bf zz jgz 'O -IS$ Off° �$ iz b C V) d Nz ��zz rc S �z � z Nz� $ 2S$, 2o ryar J7 x � U O g w0 5 � z a ® 5 ao;a wvn om Fw w z a a xw c� wm a �❑��- ❑ y tt w- y g oc ra �ve� ° a xz< �+ O 61❑ rq rihF m g-- � z3 o mz a z z w 8 ❑wa� ❑ Z5w 22 s 3 U a �w V OE �� z Uz $�m ❑O9 V QF-w Qd' Jd' u�m z zat.� �'v �w v$< i cy > z > wF Ui ao<o3 wxx aw Ow w O O-- m z° 13 xwmaa xa �w O O�W w3$ C � € 2w iz oorc o o°° H � € zy �"'a+ m' c°i Jwz �a 0 3� � 3 an 1, M Ph zi N $� i9 XVW 6 9 'wlR y ^ 5 ~I al. rc w � N� zadz�� m� d x dz�n mw� >i � � &1m 31m❑ 2 331A83S NV7d Sa3O7ine N J I S 3 a 3 W O H X31dna 9£s6 133f ONd N o u/o'o•sue/dpl./MMM a7yu3W3 =dnotm) lonuISN0a 1S` OO 2136,lins o a = uaoo•sueldp1epi JaMMM W ��c o 0 o a o 0 0 0 0 0 0 moho m0mc a d o d o ti o o d o $ 0 do o g c o d o 6 e m m'o 0 0 00 ooio 0"6 o 0 0'"0"0 0 0 00 m o 0 156 00"0o'0 0 0 00 0 m a m av"o 0 0 o a o 0 0 0 0'0 0 o 0 0 0 1.0000 0 0 0 0 0 0 0 0 0 0 0"0"0 ' s v 00 00"" o 0 0 0 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m o 0 0 o m o 0 0 0 0 0 0 0 S9 S 000.00 0 0 0 0 0 0 0 '1 0 0 0 0 N O O O O O O O C C O c D L7 3 O O-L—L ° g c � N D 3 " ' r a, @ t L w m notion ci z x...,_.—. o N m u�m o ui a ° a n ° c Q E _ c ri � ���'-� � Cw pC G O O N N m 0 0 0 L �° N N CI C N H N C C G > tl J O Ln O LO O @ a o o -M5M=n a Ln -LcZo•> a°" LL a C h• n�- C X m O y L N a m O m u m U o a) E- o c z o a m y>y E o° a 2 omo a 9-9 Coo 0 0 0 0 Z p m y N N C 7 hmmha d p aci oav�iC� >cc@E ti 'g a > mL°onrn0N� c�x�aci�_ � . MM c Y N° ° a - ll �� dm._EUm O� aria@„ •c -�a c� 00000c000 Nho�nN >' y ° yo&°y m ••� @€OL m m O ..m._..� V .y N f......' Z y L r 0 °i ti0v1<b @(/��j N 00000 m NI ♦ � E @ L N y O f// C mM o NB��m o U o dEa 08 5 0 �? m__d �I? z 9 �`8 mE daoL°o2RS ozc ��I^�'~lo g Mvc�nrn�N pN mLCac@_� via •�::°c9i yL°cLLo c o N N oo "�°m °� o _ { C U 'O L by N (p N r o a w O° y .�S @ °maON ULE UomL _s��cc N 'p Nw 70_ y a @ O m x m w m a•5 c m moLooLooLO ,; E'mpy c EE> @ 0h mEocd 3 a N a O a $E � > Mp r mvLo�rn� o?c r�M cooyL 3m° Lic0m @ c `a E ti a H � '.a LLZO' m MF M �.8a NrfO mmcgi €Orym-p N w �' c= . _ �,p a > m CD r m_m >,m m>`o g>�, °Ea mom_ DO -0'. � —I gal add o �� 000 �d �L�.cmc� �! c °i E w.t• Dec W z'. _ 'c oS'S x g� �oo Lno y oiyExL�o Mo m.c g._L m@ a ° O8 z c D9 n Z tiozp E= 3o c aad o °c oiL�gLon �E � oy��°'�of0 of0a L4iLrsiaco �8 a°ryE'y�caL v>i c c a O o 2 3 = ' ¢ D j x w ° u Q E ¢ N N y L N O W V LOn O LLo O LLO N T@ m 9 N OC7 C m U x T>.Y >. $ m 3 � ° z��3!a� ��F H(C77 mac HC �y� @'N> >m �E'm@ wmm a o all z y an d L7 °e0 v Z = a u r w w o t7 Lx °y ° a '�m? E s OF H Aa A ' `ooX IS > g °aa3 N >-' ZJmv 9 E ��?ul3 c D yo oE m a ip g� @oU aEd > c y 'p L r 7 @'OE 0 3 y °c� ° ° mE y-yo myo� m mEo ° �.E Y@ ao Lr tmc m v m E Z E yy y Z-E m y �m m c Nf m � O rm� —0 Lm O 0O N m N m E a r E:r N kcm a @ r a C LU Z 'u- —p m o3N GdE yo k c w � � E cEc°dw LLE O Oa Y w dEd 0 Na QE E = of w°U E m=�m E o 'v W y o do >E�a� EE �E E°m ' =�m� `o c rn � E_ y N @ d' m cy K LmEr$m p.7 $c EcN caLL C rn m o Vm dp H e'Ecm N mE of 'c > o E wm o � c c a 9m a 8c v ZE m 2 c( COm @.r yc@� p ° o a Z y@ -o p W L;°L W r `o E y v, @ o v;@ o '3 .7 u m m w Ho E$ °� @EoE L a3 3 U y P mL vo V LL W o .'p Lca o d��y£ id � ii93 mo a°3 apL ayi aio LL Ln a9 c 7��Y Ln m m �-° NO� Q`�. c.mc o w F .0 c> > c LL o O @d m C7@- o U. Y 'Z' UUm a�iy c c >,L-gmt > m- W °o c w@N wE a WEga� Zo o Z�y EEoc ami a mo w m AOFOpat Ln >a y.c Uwe y HQ ac+is :o > Fd@ L .� .B L U c o Ww� Ea �j jEK �m uJ�� �y� Wy:? amm m 'oui a `oRcy W N O U O C x D y N x X y L N =E y C ° E y L @ C N N"O!F C d.� N Y m L @ m G1 y>•> O@ m@ C Z. E Y CZ o� ° V'o'oE� c WOGL oo w°�'p ��Um a U �cn o ao�aa-cy -� c �_a'- a Z@° F W° E c 9 F >0 2 E E E m > rn E p@ a m 3 E Y m y w °°-o ° Q m c a y p m p C ° y m ° c o ° E o c: ° @ Ucco- o a '@ c �am� ° L0 IE(D Ln r U ZE c ao d ms� gay n N @@-��r 3 v om lac oo m ro5mc h y m ; o_o_@coo m °c ED LL do m Z m 549 0 Z a PpcU m 0- mc ° 0 6 03° a@ oo�° m y Zaw�oL@ c p LLQo_mm W W�p m3;°-0 L =00E w U '7. yc C 03 uJ°_--tY o oL a =a a of a U o m y U=a 3 C c C Qy m E p a a m o a ro E vi Q E ° LL �g.00 qE U U��o�.Q c LL Q°cL� U tL�vi @�@r yy °o�-0EE m v N LL iq off'`o cg o You .01 @ � LL^a p- C Lo LL @ o m o m .2 W o._ p.._ W�gC7°F�'w o w�C�O`0'00owoZhsdE 0 C °) mmE ' O7` O W 9'O - O'C O F ovi >000E `�O � v a° oa`a`a¢¢m'm L f- tLi A Li� ai"= Lr v E c� y -0-,o Q �a a 3 0o ♦Z ®®®® ®®®® OEM= ®®®® W ®®Ell® r7lM ®®®® ®®®® p ®®®® ®®®® ®®®® ®®®® YLl LV - = o 16 X 8 GARAGE DOOR 16 X 8 GARAGE DOOR J FRONT ELEVATION Q SCALE: 1/4 IN = 1 FT w Q w = (6)7X7 ROOF (6)7X7 ROOF VENTS REQUIRED TOP OF ROOF RIDGE VENTS REQUIRED UPPER FLOOR WALL HT 8'-1" in N UPPER FLOOR FRAMING 12 5/8" LOWER FLOOR WALL HT 9'-1" (V TOP OF SUBFLOOR� LOWER FLOOR FRAMING 12" CL TOP OF FOUNDATION O LEFT ELEVATION RIGHT ELEVATION SCALE: 1/4 IN = 1 FT SCALE: 1/4 IN = 1 FT O Z O H U �5:12PITCH TYPICAL � N X 3 TAB COMPOSITION Z W ROOFING OVER 30LB FELT O d U = H � N OLo C) r a. H W U 0 W J _ O ma DATE: APPROXIMATE FOOTAGE SUMMARY 1211/2020 PER UNIT LOWER LEVEL LIVING 680 EHD JOB: UPPER LEVEL LIVING 856 TOTAL LIVING 1536 2483 - GARAGEAREA 417 COVERED PORCHES 42 SHEET: (5)8X16 FOUNDATION REAR ELEVATION (5)8X16 FOUNDATION VENTS REQUIRED VENTS REQUIRED SCALE: 1/4 IN = 1 FT UPSTATE ENGINEERING V PO BOX 952 LYNNWOOD,WA 96046 206-2804715 STRUCTURAL REVIEW U � REVIEWEDFORSTRUCTUPAL O W REQUIREMENTS ONLY PER THE �'/w ATTACHED LETERICALCUTATIONS V v+ PROVIDED BY THIS OFFICE. (� REVIEWED BY: emy Q DATE?y2r[O JOB#1265 "O CIS Q �a a W 3 00 ♦Z V � 8X8 CONCRETE PATIO 8X8 CONCRETE PATIO _/ww' 74'-2" LU 24'1" 2' 14'-2" 2' 24'-6" 1 Q T-21/2" 4' 'r 6' 7'-31/2" T-31/2" 6' 4' 4' 3'-21/2" 8 8 o SW1 LS SW7 NT 6068 o-7 SW1 0 SW7 T 6068 a SW1 4036L� SW1 r o GAS WATER HEATER LU WITH MIN EF OF 0.91 p 1Q p p SQ 1Q p 1Q GAS FURNACE WITH O y~� 0 0 '� y�S y~� '� '� y�`S O 0 '� MIN AFUE OF 94% CW51 C R311.3.2 MIN LANDING 36 X 36 w R311.3.2 MIN LANDING 36 X 36 WHOLE HOUSE VENTILATION TO L WITH 7 3/4"MAX RISE WITH 7 3/4"MAX RISE BE PROVIDED BY OUTDOOR AIR W ANTI-TIP HARDWARE IS REQUIRED TO TOP OFTHRESHOLD TO TOP OFTHRESHOLD ANTI-TIP HARDWARE IS REQUIRED DUCTS CONNECTED TO THE ON FREE STANDING RANGES 3 ON FREE STANDING RANGES RETURN SIDE OF AN AIR HANDLER rn �� 100 FM Sv`p1d �O7gR 100 CFM FAN TO FAMILY w w FAN VTO SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN J FAMILY 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A [7 BATHROOM THAT CONTAINS A TUB OR SHOWER.R314 w¢ z w n n 6 o- IONIZATION SMOKE ALARMS: 12 ALL EXT WINDOW AND DOOR - SHALL NOT BE INSTALLED LESS THAN 20 FT ui u/Q L) HDRS TO BE 4X1 0 U.N.O. HORIZONTALLY FROM A PERMANENTLY INSTALLED w Ur DF#2 Uga z Z COOKING APPLIANCE. w 'w O a Lj IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING N LL TNo�a Nat^ Uga rPANTRY SWITCH SHALL NOTBE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED ALL EXT WINDOW AND DOOR 2' y WLLCOOKING APPLIANCE. HDRS TO BE 4X10 DF#2 U.N.O. N w DINING PHOTO ELECTRIC SMOKE ALARMS: N DINING SHALL NOT BE INSTALLED LESS THAN 6 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 4' 7'-0 1/2" Landings Floor elevations at the required egress doors. Landings m than 11 Floors at the required egress door shall _ be not more than 11/2 inches(38 MITI)lower than the top of u CARBON MONOXIDE U WH SW2 SW2 yyH O CARBON MONOXIDE LL the threshold. FAN ALARM PER R315.1 © FURN FURN ALARM PER R315.1 © - Exception:The landing or Floor on the exterior side shall be FAN not more than 73/4 inches(196 mm)below the lop of the SMOKE ALARM SMOKE ALARM threshold provided the door does not swing over the landing 50 CFM VTO BOLLARD O s or Floor. PER R314 ® BOLLARD O m PER R314 50 CFM VTO Where exterior landings or floors serving the required egress N 1 3/8"SOLID CORE WOOD DOOR _ taw door are not at grade,the shall be 4 X 8 DF#2 1 3/8"SOLID CORE WOOD DOOR OR 20 MINUTE FIRE RATED DOOR 4 X 8 DF#2 9r y provided with access to OR 20 MINUTE FIRE RATED DOOR W 3 grade by means of a ramp in accordance with Section R311.8 w y WITH SELF CLOSER PER R302.5.1 468 v) w WITH SELF CLOSER PER R302.5.1 or a stairway in accordance with Section R311.7. UP UP R311.3.2 Floor elevations for other exterior doors. B3 Doors other than the required egress door shall be provided 3'-61/2" T-6 1/2" 8 3'-8 1/2" 3'-6 1/2" - with landings or Floors not more than 73/4 inches(196 mm) below the top of the threshold. Exception:A top landing is not required where a stairway of not more than two risers is located on the exterior side of the 3068 3 3068 door,provided that the door does not Swing over the Stairway. a N _ 5118 X 18 GLIB 24F V4 51/8X18 GLB 24F V4 w a o w r----------------� 3.1. 3'-1 r----------------� ❑ X COVERED PORCH COVERED PORCH X R302.6-PROVIDE 1/2"DRYWALL ON WARM WALLS, SUPPORTING WALLS AND GARAGE TO ATTIC. ' PROVIDE 5/8"TYPE X GWB ON CEILINGS WITH HABITABLE ROOMS ABOVE V MIN 4.POST MIN 4X4 POST 1 LM1307.3 APPLIANCES HAVING AN IGNITION Z 4 X 8 DF#2 U 4 X 8 DF#2 SOURCE SHALL BE ELEVATED SUCH THAT O THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ABOVE THE FLOOR IN GARAGES. GARAGE GARAGE w U M1307.4.1.1-(2)SCREENED COMBUSTION N� n AIR DUCTS ARE REQUIRED IN FURNACE 5 1/8 X 12 GLB 24F V4 y0�O ,[2p�Zp 5 1/8 X 12 GLB 24F V4 Sp Sp AND WH ROOM.ONE WITHIN 12"OF TOP ---------------- > ---------24F V4 — �\� PLATE AND ONE WITHIN 12"OF FLOOR. 7 16080 1 1 16080 1 WATER HEATER SHALL BE Z W g g g g BRACED PER P2801.7 O J 51/2" 9 7/2" WITH RELIEF VALVE PER P2803 V 10" 3' 16' 16' 3' R302.7-ENCLOSED ACCESSIBLE SPACE 3'-6" 4'-3" 7'-3" 19' 6'-2" 19' 7'-3" 4'-1 3'E" UNDER STAIRS SHALL BE PROTECTED WITH 1/2"GWB ON ALL ENCLOSED SURFACES. 74'-2" Q Ln C) r LOWER FLOOR PLAN a; SCALE 1/4"=1 FT W W 0 J0 ma DATE: 17J1/2020 EHD JOB: HDJ SHEET: 2 UPSTATE ENGINEERING V PO BOX 952 LYNNWOOD,WA 96046 206-2804715 STRUCTURAL REVIEW U � REVIEWED FORSTRUCTUPAL O W REQUIREMENTS ONLY PER THE �'/w ATTACHED LE TERICALCUTATIONS V v+ PROVIDED BY THIS OFFICE. (� REVIEWED BY: emy Q DATE1v22O JOB#1265 �O CIS Q �a a uj W 3 00 ♦Z V 24'-6" 24'-6" V 713'-9 10'-9" 10'-5 1/2" 14'-0 1/2" W SW1 5 4� F2 9" 040L W1 SW�040L IFS—wil L�SW7 0 5040L SW1 SW1 a Lu EGRESS WINDOW EGRESS WINDOW EGRESS WINDOW EGRESS WINDOW J PER R-310.1 PER R-310.1 PER R-310.1 PER R-310.1 Q W O W " SMOKE ALARM °' SMOKE ALARM F' SMOKE ALARM PER R314 ® �' N PER R314 ® SMOKE ALARM PER R314 PER R314 BEDROOM 2 BEDROOM 2 MASTER BEDROOM MASTER BEDROOM U-51/2"- 7'-31/2" 4' 6-9" 6-51/2" 4' 7'-31/2"�6-9" 2668 2668 5068 Y 5068 T AN 2468 2468 50 CFM VTO ry w fl" N ♦ N N SO CFM VTO ul R807.1-22X30 ATTIC FA FAN R807.1-22X30ATTIC ACCESS.INSULATE _ ACCESS.INSULATE AND WEATHERSTRIP. 50 CFM VTO - 50 CFM VTO AND WEATHERSTRIP. M M M M SMOKE ALARM SMOKE ALARM W2 DRYER S PER R314 PER R314 SW2 O VTO ® b LAUNDRY T-11 1/2" 5'-1" 1 © ® 1 4'-9 1/2" 8'-3" O "00 CARBON MONOXIDE f CARBON MONOXIDE 50 CFM VTO Y Y 50 CFM VTO ALARM PER R315.1 ALARM PER R315.1 DRYER LAUNDRY2668 2668 DN AN vro 8 � 5068 5068 � 8 a 2840FX SMOKE ALARM �_ 2840FX O OPEN TO PER R314 Y Y PER KEALARMO BELOW 2 z C7 B 8 BEDROOM BEDROOM Z 3060FX 3060FX O 0 2 EGRESS WINDOW 2 q o 2 EGRESS WINDOW 2 U PER R-310.1 PER R-310.1 8 a� SW2 6. 6LS SW2 ALL EXT WINDOW AND DOOR SW2 6646LS SW2 1 2'-8" 7" 2'-0" 3' 1-11" 3'-3" 8 6'-6" 3'-3" WHOLE HOUSEX VENTILATION TO 3'-3" V-6" 8 3'-3" 1-11" 3' 2-4- 7" 2'-B" 1 Z W O BE PROVIDED BY OUTDOOR AIR J 4'-3" 7'-3" 13' DUCTS CONNECTED TO THE 13' RETURN SIDE OF AN AIR HANDLER 24'-6" 24'-6" O Lo UPPER FLOOR PLAN V r SCALE 1/4"=1 FT d' U W W 0 J0 ma DATE: 1211/2020 Z SHEET: 3 UPSTATE ENGINEERING V PO BOX 952 LYNNWOOD,WA 96046 206-2804715 STRUCTURAL REVIEW U � REVIEWED FORSTRUCTUPAL O W REQUIREMENTS ONLY PER THE �'/w ATTACHED LE TERICALCUTATIONS V v+ PROVIDED BY THIS OFFICE. (� REVIEWED BY: — Q z DATE1v22O JOB#1265 �O CIS Q �a a W 3 00 ♦Z V 74'-2 W 211" 18'-2" 24'-6" T-6" 1T-2112" 6' 7'-31/2" 7'-31/2" 6' 11'-21/2" W ———————————— ————— ———— ——————————————— O r----------- N�ZO_----Op -------0� .y0'------ �y0-----b -----------� SEC.R-408.2 y'� '� '� y'��O FOUNDATION VENTS TO W BE WITHIN 3 FEET OF 6 MIL BLACK VAPOR BARRIER EACH CORNER TYPICAL. m m SEC.R-408.2 6 MIL BLACK VAPOR BARRIER THROUGHOUT PORBACRAWL BARRIER PACE FOUNDATIONVENTSTO THROUGHOUT CRAWL SPACE W BE WITHIN 3 FEET OF ,�dE� sTyO EACH CORNER TYPICAL. 4'-9" 6 6 4 9 1-6 1-6" 4'-9" 6 6 4 9 1-6 --J 1 -1 -1 -1 �� I -1 -1 -1L-- L—4 X 10 DF#2 TYPICAL —� — 4 X 10 DF#2 TYPICALi — I � —J —� _— — I I [Ind—Floor Vent l,to yD74R elle I I MIN 16X24 CRAWL MIN 16X24 CRAWL 396 Number of Typ 8xi8 Vents(70) 5 SPACE ACCESS _ SPACE ACCESS Number of Typ 8x16 Vents(70) 5 AT EXTERIOR WALL AT EXTERIOR WALL I 1'-6" 6'3' 6'3" 1Ll' 8-8" 10" 8-8 sry I 6-3" 6-3 " — -a-----------J L-----------s I T— — a I I f —————————————————————— ---------------------, 4 1 I 24X24X10 CONCRETE I I 24X24X10 CONCRETE FOOTINGS TYPICAL s"FOUNDATION FOOTINGS TYPICAL I I I I I I I I I I WALL TYPICAL GENERAL NOTES: I I FLOOR OPENINGS INTO CRAWL SPACE ARE TO HAVE METAL 6"FOUNDATION I 17 X 6 CONTINUOUS COLLARS OR SCREEN TO RESIST RODENT INTRUSION I I WALL TYPICAL FOOTING TYPICAL POSITIVE DRAIN TO BE INSTALLED IN CRAWL SPACE 17 X 6 CONTINUOUS FOOTING TYPICAL 1 R-3 WATER LINE INSULATION IS REQUIRED IN UNCONDITIONED I I ——— SPACES AND HOT WATER LINES WITHIN CONDITIONED SPACES. r___ a 4"CONCRETE SLAB 4"CONCRETE SLAB I I I I I I I I AT GARAGE I I I I AT GARAGE I I I I b l l I I I I I I I I I � I I I I I I I I �rao-hro________________ �sgNia hzo hzo________________ asaNso I d' 1 1 Z W a a a s O J 1'-4 1/2" 16'-3" 1'-4 11. B,2„ V-4 1/2" i6'-8" 1'-0 1/2" U W-3" 7'-3" 19' 2'-8" 10" 2'-8" 19 7'_3" 74'-2" Q M FOUNDATION PLAN L) r SCALE 1/4"=1 FT a. H W U 0 W J _ 0 ma DATE: 17J1/2020 ZJOB: SHEET: 4 UPSTATE ENGINEERING V PO BOX 952 LYNNWOOD,WA 96046 206-2804715 STRUCTURAL REVIEW U � REVIEWED FORSTRUCTUPAL O W REQUIREMENTS ONLY PER THE /w ATTACHED LETERI-CUTATIONS V v+ PROVIDED BY THIS OFFICE. (� REVIEWED BY: emy Q DATE1v22O JOB#1265 O CIS Q �a a W 3 00 ♦Z V W 0 W --------------------------- ---------------------------� o 1 = 1 oaC I I N II I I II N I I w O I I o II I I II o I I T I I w I I FLOOR JOIST TO BE I I w I I W i I I I I 2X12 HF#2 AT 16"OC I I I I I I S II I I II o I I I I � II I I III I I ED o a m� m3 I - -SOLID BLOCKING --SOLID BLOCKING- 1 r -- OVER BEAMP -OL i F L-l" TTF SO VER I I I CANTILEVER CANTILEVa y I I FLOOR JOIST FLOOR JO I II II I II m I MIN 16X24 CRAWL MIN 1 SPACE ACCESS SPACAT EXTERIOR WALLAT EX____ ________ _ _________ _ _-_-_ r--_-_ ______ 1 - SOLID BLOCKING �T�r - - SOLID BLO'KING - I I I OVER BEAM I I I I I OVER BEAM I I II I I II II I I II I I II I II II I I II 1 FASTENERS INTO OR IN CONTACT WITH 11 I I I PRESSURE TREATED OR FARE RETARDANT TREATED 1 1 II I 1 L 1 1 1 WOOD SHALL BE OF HOT-DIPPED 1 1 r- J GALVANIZED STEEL,STAINLESS STEEL,SILICON I L___ I I 1 1 BRONZE OR COPPER.EXCEPTION:1/2 INCH 11 I _J 1 1 DOUBLE JOISTS 1 1 11 11 DIAMETER OR GREATER STEEL BOLTS. 1 1 DOUBLE JOISTS 1 L 1 I �� ALL WOOD IN CONTACT WITH r I r CONCRETE OR EXPOSED 1 1 a REA ED. IS TO BE PRESSURE 1 1 I II I I II II II II I I II I O I II I I II II II II I NL HillHill 1 II 1I L` _ III1 III1 I k— Hill = I Z L------_ 1111 I --------J O 1111 1111 1111 1111 1111 1111 1111 1111 U 1111 1111 1111 1111 I I I L------------------J I I I I L------------------J I I ILt=----------------- 11 1�=-----------------�1 ~ L_____________________J L______________________J V) x Z w Oa U LOWER FLOOR FRAMING PLAN SCALE 1/4"=1 FT O Lo C) r a. H w U 0 w J _ O ma DATE: 1211/2020 ZJOB: SHEET: 5 UPSTATE ENGINEERING V PO BOX 952 LYNNWOOD,WA 96046 206-2804715 STRUCTURAL REVIEW U � REVIEWEDFORSTRUCTUPAL O W REQUIREMENTS ONLY PER THE �'/w ATTACHED LETERICALCUTATIONS V v+ PROVIDED BY THIS OFFICE. (� REVIEWED BY: emy Q DATE1v22O JOB#1265 �O CIS Q �a a uj W 3 00 ♦Z V I I I I Lu I I I I CANTILEVER CANTILEVER FLOOR JOIST FLOOR JOIST W FLOOR JOIST TO BE I-JOISTS TJI 11 7/8 210 AT 16"OC OR ALTERNATE ENGINEERED J c OVER WALL KING FLOOR SYSTEM r SOLID BLOCKING = Q JJ I OVER WALL I- LL O FLOOR JOIST SUPPLIER TO PROVIDE DETAILED __ W T PLAN AND ENGINEERING FOR FLOOR SYSTEM I - T w = I r () I o I II I I _ F - I r I r1 =71 r—,= p I I I I III �I I III III I I I I III I I III L W I I L II I� I I /I II II I I I I II I I EDGE NAILING TO BEAM 5 SOLID BLOCKING I 5 FROM FLR DIAPHRAGM ABOVE 8 OVER WALL SOLID BLOCKING 8 EDGE NAILING H BEAM I OVER WALL FROM FLR DIAPHRAGM ABOVE F= 31/2X117/82.OE PSL = � / — J — — — —� r— — — -- L — — — — � �= 31/2X 117/82.OE PSL —� I II ( \ MANUFACTURED TRUSSES AT 24"OC. l WH II '�'�'�'� III \ / DESIGNED AND ENGINEERED BY / III TIGHT-FIT SOLID BLOCKING W/EDGE / TIGHT-FIT SOLID BLOCKING W/EDGE J TRUSS MANUFACTURER.INSTALL o' J III NAILING FROM FLR DIAPHRAGM @ SW ABOVE NAILING FROM FLR DIAPHRAGM @ SW ABOVE III PER MFG SPECS.4:12 PITCH TYPICAL. G 1"I � Fr-- I� P a a I F U o $ o I II 1� I 1r fi Ll _ _ _ = X X a SOLID BLOCKING I SOLID BLOCKING I 1 r r OVER BEAM I --I I OVER BEAM II I I I I I I I II II I I I 2 I II II I 2 I I I II (� B B 4:12\ I I `4:12 J O I l s 8 I I I I I I s s II I U 31/2[2 X117/82.0E PSL I 1 1 31/2X 117/82.0EPSL I I II II I � TRUSS MANUFACTURER TO SUPPLY DETAILED N X PLAN AND ENGINEERING FOR ROOF TRUSSES Z W O � Ua UPPER FLOOR FRAMING PLAN (j SCALE 1/4"=1 FT Q M U � r W U 0 W J _ O ma DATE: 1211/2020 EHD JOB: 2483 SHEET: 6 UPSTATE ENGINEERING V PO BOX 952 LYNNWOOD,WA 96046 206-2804715 STRUCTURAL REVIEW U � REVIEW EDFORSTRUCTUPAL O W REQUIREMENTS ONLY PER THE �'/w ATTACHED LETERI—CUTATIONS V v+ PROVIDED BY THIS OFFICE. (� REVIEWED BY: emy Q DATE1v22O JOB#1265 "O CIS Q �a a uj W 3 00 ♦Z Upper Attic V�ntllatbn Per R806.2(PER UNIT) Upper Attic Ventilation Per R806.2(PER UNIT) V 466 ATTIC VENTILATION:VENTED BLOCKING AND GABLE END 466 VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR Lower Area to be provided by vented block at each tr OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. Lower Area to be provided by vented block at each 6L55 Q W II II II II II II J izr�� II II II II II II � O II N� II II II II II W I II II II II II II II II II II N� II W = II II II II II II II II II II II II II II II II II II II II II II II II I I5:12 IIII I I5:12 III 111� bI ✓�===T I ====�J 11 *11 I IIT T- fli MANUFACTURED TRUSSES AT 24"OC.IL MANUFACTURED TRUSSES AT 24"OC. I I DESIGNED AND ENGINEERED BY =DESIGNED AND ENGINEERED BY TRUSS MANUFACTURER.INSTALL TRUSS MANUFACTURER.INSTALL 3 I I 18 PER PERM SPECS.5:12 PITCH TYPICAL. PER MFG SPECS.5:12 PITCH TYPICAL. B :Z I ILJ \- I -/ L J I HIPSET GIRDER HIPSET GIRDER \ TRUSS 8'SETBACK —_—_—_—_— —————— TRUSS 8'SETBACK Il r 1� I� � 1 Ir 11 N I I� II F I� N- ==J� c I _ `__� F`F � it L 11 W --J ---o HIPSET JACKS TO BE p PROVIDED BYTRUSS III / I I \ III t C0 I HIPSET JACKS TO BE MANUFACTURER a PROVIDED BY TRUSS MANUFACTURER I I - I I CL r---1 ---7 O II II I II � BLOCKED COMMON TRUSS �— ____ —�I Z BLOCKED COMMON TRUSS- Q II II TYPICAL OVERHANG P L 52 I L__ 5.12 AT GABLES 12" TYPICAL OVERHANG AT EAVES 18" x Z J TRUSS MANUFACTURER TO SUPPLY DETAILED OU d PLAN AND ENGINEERING FOR ROOF TRUSSES ROOF PLAN Q M SCALE 1/4"=1 FT U Lo r W U 0 W J _ 0 ma DATE: 17J1/2020 EHD JOB: HDJ SHEET: 7 GENERALNOTES ROOFING MATERIAL TO BE oam I I/30/z020 W ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL 2X8 PT LEDGER AT WALL WITH 1/2 X4" MID ROOF"UNDER SHINGLE"VENTING TO COMPOSITION OVER 30LB FELT n ineer HOLDOWN SCHEDULE CODE,20151NTERNATIONAL BUILDING CODE,AND THE 2015 WASHINGTON STATE STAGGERED LAG BOLTS AT 18"OC INTO RIM PROVIDE LOWER ATTIC VENTILATION. 7/16"OSB ROOF _ In lob#: I268 V JOIST.LAG BOLTS SHALL BE 2"FROM TOP OR 4X4 SUPPORT POST SHEATHING.8D AT 6" SHEARWALL&HOEDOWN NOTES(U.N.O.): HOLOowry/ FASTENERS TO HOONOATION ENERGY CODE. RIM JOIST OCATEDGESAND (1)Simps°noragaal.Locate at end or shearwan u.n.o.Install n1nRR srRAP*L) (z)-STUDS rvnry U.No. ANCHOR-U)(4) conu.IENTs BOTTOM AND 2"TO 5"FROM ENDS OF LEDGER per manufacturer rewmmendations for feundation minimum end (8 lba sinkers to tech SOLID TIGHT FITTING 12"OC AT FIELD r-1 Msrcao )- N/A U R-408.2(WAC 51-51)UNDERFLOOR VENTILATION REQUIRES 1 SO FT OF NET FREE / distance and emb,d—M,deepen foundation sa required. oca«red H<mem CROSS VENTILATION FOR EACH 300 SO FT OF UNDERFLOOR AREA COVERED. SIDING BLOCKING(NO VENTS) H1 ROOF TO TOP (2)Constmd cripple wall same as aheanvall(SW)above,and 'w PLATE CONNECTION gable end same as sheanvell(Sw)below. - SrHD1v1— O3)IUP)-I6a NI %U v+ R-408.4 UNDERFLOOR ACCESS:MINIMUM 18"X 24"CLEAR ACCESS THROUGH METAL FLASHING DTT2 CONNECTOR (3)Requires 3.or(z)zx mur.tlatior.sill plate = AT EACH TRUSS 4 Threaded rod and cou d �J FLOOR,MIN i6"X 24"THROUGH EXT WALL. () per as require. fn VENTED 2X (S)Common nails,ONO'.8d=0.131"x%-,IW4.148'W, Q R-317.1 WOOD FLOOR JOIST CLOSER THAN WAND WOOD GIRDERS CLOSER THAN INSULATION PER ENERGY 1za=0.lae^x3v.^,tstl=o.ls2^xa%^,tsa sinker-o.1aa^x3%••. (� Q BLOCKING INSULATION BAFFLE WITH 1•• 12"FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. �I • INFORMATION PAGE (6)Install H1•s on an pusses/ravers,A35•s at za^o/c on gables& °o• °° o• ## MIN AIR SPACE TO EXTEND Imj°ist(or solitl blkg)tot°p plate(sill plate at fdn)u.n.o.,Wh- �a Q.,w FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT °o LUS2B RIM JOIST / /<7 HEADER PER PLAN TO 12"VERTICALLY ABOVE specified spacing is less man 2a^o/c,install Aas•s at roof soI'm v+TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, MSTC28 OR(2)HTT4 / —V-6" INSULATION 1,10,g to SW top plate,and install H1 or H2.5 on all SILICON BRONZE OR COPPER.EXCEPTION:1/2 INCH DIAMETER OR GREATER STEEL AT TNO LOCATIONS TO SHEATHING PER trusse efters.LTP4,LTP5 or LS50 can be substituted for A35. BOLTS. CONNECT FLOOR 2X8 DECK JOISTS SW SCHEDULE Conn.perSlmpson Strong-Tle or equal. N SOLID BLOCKING NOTE:GABLE ENDS THAT ARE DIRECTLY UP AGAINST DIAPHRAGM TO DECK JOISTS 5 FT SETBACK SHALL HAVE NO GABLE VENTS 2X6 WALL FRAMING AT 16"OC (7)Minimum 3x or dbI-2x stud lam'd w/(2)-16d @ 6"o/c at ATTIC ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 1/150 OF abutting panel edges. ATTIC AREA.OR 1/300 IF 40-50 PERCENT IS UPPER VENTILATION.VENTED BLOCKING (8)Anchor halts sM1all be embedded et least T'Inm concrete, AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR ROOF OVERHANG INTRUDING INTO TYPICAL ROOF TO WALL thereshall beammimumoftwo bolts perpiecewithonebolt LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR OVERHANG IS LESS THAN O DECK CONNECTION TO WALL D3 4X4 DECK RAILING POST SUPPORT D2 D1 AND HEADER SECTION a°L 1,.n�a nnepe..tzxmi�apTman oa°an b°Ildiama`ara`rnm 5 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 5 FT PROPERTY LINE SETBACK m All M1 IM1In m I APA I R-807 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING IN A READILY L13.1020 ACCESSIBLE AREA 30"MIN HEADROOM,INSULATE AND WEATHERSTRIP SHEARWALL SCHEDULE Dare_ Z ROOF TO WALL lob a: I268 R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" BD NAILS AT 6"OC PERIMETER BAITGYINF INFORMATION R BATT INSULATION PER AR sHE"--SEELY To eArHlrvc eDc rval.s°ts) FLO R TOP PLAIT, FLASHING M K H E BASES'(I) SILLP WANCHERSo ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE FEET,A MIN WIDTH OF 20"AND A MIN NAILING TO LEDGER ENERGY INFORMATION PAGE ENERGY INFORMATION PAGE zx HF snros @ I6°ore ALL EDcss BLocxED eLooR r0 roe PLAre I �(2) NAILS'(I) 3"x 3"x I/4"WASHERS'(s) V HEIGHT OF 24". / PARALLEL OR UN.D.BELO 11 (do ameoeaar<asr Ra<n) &SILL PLATE-(6) TIGHT FIT SOLID /`// PERPENDICULAR NAILING TO SOLID BLOCKING. SW-1 7/16"USB 6J@6"o/c(1z"o/c 0e1d) 16d@ I2"Oro HI(a}A35o 24 •'o/c 5/s"0x10"AB's@ 60"o/c R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING BLOCKING ROOF FRAMING SPACING PER PERIMETER 2 ROOF SHEATHING ROOM,IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPING AREA AND ON EACH ——————rr-- PER PLAN SW-z NAILING OF FLOOR DIAPHRAGM BASEPLATE NAILING v16•ose 8d@4•o/c(1z^o/o scla7 16a@ a^c/c A31Q 24^o/c va^Ox1o^AB's@ so^w< STORY. �y 5/8"TYPE PER SW SCHEDULE 5/9"PLY.( D 2 1oa@z"o/c stasg«ea <Iz" BASEPLATE NAILING X"TYPE / Rsw ERAMmc a/c sdd SEE DETAIL 1x SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY PER SW SCHEDULE // FLOOR PLYWOOD FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR CENTER TRUSS RIM JOIST yq"FLOOR PLYWOOD LU SHOWER.R314 2X LEDGER,BLOCK, DIRECTLY OVER TOP PLATE m Q SHEARWALL PER RAFTER OR TRUSS WITH 1"SPACE. TO ROOF RIM JOIST IONIZATION SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 20 FT SCHEDULE (2)i6D TO EACH STUD CONNECTIONRUM FLOOR JOIST FLOOR JOIST HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PER PLAN PER PLAN PER SHEARWALL IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE FLOOR JOIST PERIMETER NAILING SCHEDULE. IUj NSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED PER SW SCHEDULE BASEPLATE NAILING FLOOR TO TOP WALL FRAMING FLOOR TO TOP pF.W M. Oq Q COOKING APPLIANCE. PER SW SCHEDULE PLATE CONNECTION PLATE CONNECTION T T ����� a J C PER SW SCHEDULE PER SW SCHEDULE U Q G PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR I II.;en Ineerin #y O HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. WALL FRAMING Po aox 4sP .vNNwoop,wA aaoae «2 PERPENDICULAR LOWER TYPICAL UPPER FLOOR W 5/8"TYPE ONAL 12lU2O20 R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SLEEPING O ROOF TO WALL CONNECTION xGWB C2 CANTILEVER UPPER FLOOR C1 JOIST SECTION AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. General Structural Notes—Unless Noted Otherwise DAf€5 3-01- 1 W + R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS AND WHEN PLACED WITHIN 24"ARC OF EITHER VERTICAL EDGE OF DOOR AND BASEPLATE NAILING OTHER GOVERNING CODE,,AS REQUIRED BY LAL ALL CONSTRUCTION SHALL ROCAJURISDICTION. WE TIONAL BUILDING CODE(IBC),2015 EDITION,OR GLAZING IS LESS THAN 60"ABOVE FLOOR. PER SW SCHEDULE NAILING TO SOLID BLOCKING. BASEPLATE NAILING SPACING PER PERIMETER WALL FRAMING PER SW SCHEDULE DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. 7/16 OSB M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE NAILING OF FLOOR DIAPHRAGM WALL FRAMING NAILED PER WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE ASMOOTH INTERIOR INSPECTIONS LOCAL JURISDICTION. INSPECTIONS ARE REQUIRED.NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS SURFACE,SHALL BE AIRTIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT y4"FLOOR PLYWOOD SHEARWALL BAIT INSULATION yq•FLOOR PLYWOOD REQUIRED BY LOCAL JURISDICTION. DAMPER SCHEDULE. PER ENERGY 4"CONCRETE SLAB FLOOR INFORMATION PAGE FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 20M PSF BEARING CAPACITY.BOTTOM OF EXTERIOR FLOOR JOIST PRESSURE TREATED FLOOR JOIST FOOTING SHALL BE 1'6^MINIMUM BELOW OUTSIDE FINISHED GRADE. R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS.MIN SIZE 41N WITH PER PLAN SILL PLATE RIM JOIST PER PLAN 1/2 IN STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC RIM JOIST MATERIAL AND DEBRIS.FILL SHOULD BE PLACED IN MAXIMUM IFLOOSE LIFTS AND COMPACTED TO A MINIMUM OF PRESSURE TREATED 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST DESIGN CRITERIA FLOOR TO TOP (2)2X4 WALLS WITH SILL PLATE PROCEDURES. GATT INSULATION PLATE CONNECTION 10"CONCRETE 1"SEPARATION. ——— FLOOR TO TOP ROOF LNE LOAD 25-ROOF DEAD LOAD 15 PER SW SCHEDULE FOUNDATION WALL. PLATE CONNECTION CONCRETE fc=2500 PSI MINIMUM SI12 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 8.0 FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 PER ENERGY __ ', ———— ' PER SW SCHEDULE GALLONS OF WATER PER 94 LB SACK OF CEMENT.MAXIMUM SLUMP IS 4'.SEGREGATION OF MATERIALS TO BE DECK LIVE LOAD 60-DECKDEADLOAD 10 INFORMATION PAGE FOLLOW TYPICAL PREVENTED. ———— FOUNDATION DESIGN ———— ————— ———— WITH(2)ROWS OF REINFORCING STEEL#5 BARS AND LARGER SHALL BE GRADE 80 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE WIND SPEED BASIC/ULTIMATE 851110 ANCHOR BOLTS GRADE 40,IN ACCORDANCE WITH ASTM A615.LAP SPLICES 32 BAR DIAMETERS.WELDED WIRE FABRIC SHALL ___ ___ SEISMIC CAT.D �"�. '. � CONFORM TO ASTM A-185 AND SHALL BE 8X8-W1.4X W1.4.LAP ONE FULL MESH AT SPLICES. r TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUMSTANDARDS: BEAMS AND POSTS(4x_AND GREATER): DF-LF FOUNDATION AT FOUNDATION AT JOISTS I STUDS tNj HF#2/STUD O CANTILEVER LOWER FLOOR B3 GARAGE WALL UNIT SEPARATION B2 GARAGE SLAB FLOOR B1 FRAMED FLOOR JOIST GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) 2._TIMBERSHALLBEKILNDRIED.GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER', LATESTEDITION.ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC.ALL CONNECTIONS PER IBC TABLE 2304.10.1. THE GREATEST RISER HEIGHT WITHIN ANY 12"MIN REQUIRED 3/4"SUBFLOOR NAILED WITH BD AT V CAST-IN-PLACE ANCHOR BOLT TO BE 51/2"X 10"WITH X3 MINIMUM COMPRESSNE ROOF DIAPHRAGM INSTALL MINIMUM I/7 COX PLYWOOD(32116)OR]/16^OSB SHEATHING.NAIL ALL SUPPORTED MSTC66 @ CENTERLINE EDGES AND BOUNDARIES WITH ed AT W O.C,AND INTERIOR SUPPORTS WITH ed AT 12'O.C.;BLOCKING NOT FLIGHT OF STAIRS SHALL NOT EXCEED THE BETWEEN BEAM AND OC AT EDGES AND 12"OC AT FIELD X 1/4 PLATE WASHERS AT 48"OC OR PER SW SCHEDULE. STRENGTH OF CONCRETE OF RIM JST AND REQUIRED. SMALLEST BY MORE THAN 3/8" \ GROUND.18"MIN NO LESS THAN BED AND X MORE THAN 12"FROM EACH SHALL BE NOT LESS THAN FILL ALL HOLES w/i6d \\'a REQUIRED BETWEEN EN.7- EMBEDMENT EXCEPT AS REQUIRED BY SW 2500 PSI FLOOR DIAPHRAGM INSTALL MINIMUM 23/32'T&G STUftO-I-FLOOR(24oc)SHEATHING.GLUE AND NAIL ALL LENSULATION SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT IT O.C., MIN HEAD CLEARANCE FLOOR JOISTS AND GROUND. ERGY SCHEDULE. BLOCKING NOT REQUIRED. HANDRAIL 34-38" FRAMING SOLID BLOCKING OVER BEAM y 2.TREATED PLATE ABOVE STAIR NOSE TO BE 6'-8" ATION PAGE / 8"CONCRETE FOUNDATION MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE.THE CONTRACTOR / STAIR TREAD IF STRAP OVERLAP IS REO'D,(10}i6d WALL MAX HEIGHT 96"WITH HORIZONTAL:(7)#4 BAR WITHIN SHAL-PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS PER R-311.5.3 NAILS MIN SHALL GO THROUGH BOTH DOUBLE STUDS FLOOR JOIST HAVE BEEN INSTALLED.DO NOT SCALE DRAWINGS.PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER STRAPS.RELOCATE MSTC ABOVE @ EACH STRAP PER PLAN MAX UNBALANCED BACKFILL 12"OF TOP OF WALL R403.1.3.1 MANUFACTURER'S RECOMMENDATIONS. IX8 RISER �y FLOOR JOISTS EDGE NAIL SHTG NOT TO EXCEED 48" 6"MIN CENTERLINE IF REQ'D. UNO ND DESIGN CRITERIAPT POST OR 90LB23 AND AC4 #4 VERTICAL@48"ON CENTER PER NOMINAL WIND SPEED-85 MPH RISK CATEGORY II 2X72 STRINGERS(3) 6"WALL MAY BE USED WITH —___FELT AT BOTTOM VEDMECHANICAL SECTION R403.7.3.1 MIN 14"INTO STEM WINDEXPOSUR SPEED-110MPH KM=1.ANCE,I=1.0 ONNECTION MAX HEIGHT 54" ———— WALL AND STANDARD HOOK PERWIND EXPOSURE,B Kn=1.0000NNECTION 6 MIL BLACK FLOOR TO STAIRS NCRETE =I=— SECTION R608.5A.5SEISIMIC DESIGNCRffERNMIN RUN 10" HOEDOWN VAPOR BARRIEROTING (1)#4 REBAR REQUIRED AT _ EDISIMIC E IIGN RITERIAAL EPROCEDURE MAX RISE 7 3/4" PONY WALL CONSTRUCTION: PER PLAN FOOTING WITH MIN 3"FROM MIN 17 X 6 CONCRETE IMPORTANCE,Ie=1.0 Ss=1.0580 1/2"GWB UNDER STAIRS R PLAN —I—I—I2x6 MATCH ABOVE @ 1V do BOTTOM OF FOOTING R403.1.3.1 ——— FOOTING MIN 12"BELOW SITE CLASS,D St=0.411 2X DRAFT STOP BLOCKING SHEARWALL SPECIFICATIONS __— GRADESEISMIC DESIGN CAT.,D Sus=O.]8BETWEENSTUDS FROM SHEARWALL ABOVE — ——— BE IS.FORCE MS.SYS,A.15. Sol=0.. ALL STEEL#4 AND SMALLER TO BE GRADE 40 ALL FOOTINGS TO BE PLACED DESIGN BASE SHEAR= 10742 lbs Cs=0.13 3/4"-1 1/4"NOSING 2X4 STIFFENER ALL STEEL #5 AND GREATER TO BE GRADE 60 ON BEARING SOIL RISK CATEGORY II R=6.5 CRAWL SPACE BEAM Z O TYPICAL STAIR SECTION A3 PONY WALL WITH SW/HOLDOWN O SUPPORT SECTION Al TYPICAL CONCRETE FOUNDATION(8 OR 6 INCH) 0 H U 2'-O"MIN. SHEAR WALL PER PLAN 2x TOP PLATE TIGHT-FIT SOLID BLOCKING WIDTH BOUNDARY NAILING PER STRUCTURAL NOTES SHEATHING PE NAIL SHTG TO STIR CURALNOTESR Z W HEADER @ 3"OC EW 0 J (2)3x STUDS LINOBOUNDARY NAILING FLOOR SHEATHING W/HEADER PER PLAN IU a PER PLAN EDGE NAILING TO COLLECTOR BEAM PER NAIL SHTG TO Q EXTEND OVER EACH STUD STRUCTURAL NOTES N X SHEARWALL RF SHEATHING Q APA RATED SHTG 7 71T. 10d @ 3"OC ROOF FRAMING PER PLAN PER PLAN M PER SW SCHED ALL PLATES 0 Lf) o) HEADERS&STUDS XLLEDGo(OR En RIREMUSS)W/ COLLECTOR BEAM U r in HOLDOWN (2)3x PLATES HUNG PER PLAN PER PLAN NAIL SHTG TRUSSES OR RAFTERS PARALLEL TO WALL MANUFACTURED TRUSS NAIL SHEATHING TO 1 TO EACH PLATE PER PLAN BLOCKS PER SW W W U 1 SHEAR WALL PER PLAN SHEAR WALL PER PLAN SCHEDULE EDGE NAILING PERP BEAM(BM 10) Q TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING SW PER PLAN J O (2)5/8"0 A.B. 8"CONC STEM WALL BOUNDARY NAILING PER BOUNDARY NAILING PER EDGE NAILING PER EMBED4INLJ (2)#4 VERT EA FACE STRUCTURAL NOTES STR.RUCTURAL NOTES SW SCHEDULE SHEAR WALL CONC F SEE #3 TIES @ 8"O.C. ROOF TUAU NOTESR STRUCTURAL NOTES ROOF SHEATHING PER A35 PER SW SCHED BELOW PER PLAN a 16d PER SW SCHED TOP PLATE CONN TYPICAL BASE PLATE NAILING OPENING LSTA21 W/BLOCKING AS REQUIRED(4 TYP.) DATE: CONT �[— 16dPERSWSCHED (2)#4 c BASE PLATE NAILING R BOTI/—p/ MIN. MUSS(MONO)PER PLAN2XCONTSCUDBLOCKINGROOF FRAMING PER PUN W/(2)1.TOEASTUD 2AS REDD2x LEDGER W/ SHEAR WALL (2X72 MAX) 77 MST48 STRAP FROM EHDJOB:(2)IM TO EA STUD PER PLAN UNDERSIDE OF COLLECTOR BEAM TO DBL TOP PLATE- RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL CTR AT END OF SW 2483 SHEET: RAISED SHEAR WALL SHEAR TRANSFER 0) ROOF TRUSS PARALLEL FORCE TRANSFER r51 ROOF TRUSS PERPENDICULAR (RSW) NTs X SW TO SW THRU LOW ROOF NTs X TO SHEAR WALL NTs �J AROUND OPENINGS NITS X TO SHEAR WALL NTs Simple Heating System Size:2015 Washington State Windows and Doors V R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS 0 Prepared by:Dennis Smiley/Emerald Home Design Quantity Width Ft Width In Helght Ft Height In Area O ' Medium Dwelling Unit(1500-5000 SF)requires 3.5 point from table R406 Windows 1 4 0 1 6 6.0 U Builder-Coast Const 1 4 0 3 6 14.0 W This project selects the following: Plan-1536 Duplex 1 6 6 4 6 29.3 =G CO) 1 3 0 6 0 18.0 M Vj Design Temp-21 70-Design Temp= 49 1 2 8 4 0 10.7 QC 2 5 0 4 0 40.0 -0 J Conditioned Floor Area 1536 0 0 0 0 0 0.0 ftT Q EFFICIENT BUILDING ENVELOPE 1a: (U a a Prescriptive compliance is based on Table R402.1.1 with the following modifications: Average Ceiling Ht 8.46 o D 0 D o 0.0 N y Vertical fenestration U =0.28 Conditioned Volume 12999.1468 0 0 0 0 0 0.0 N Floor R-38 Slab on grade R-10 perimeter and under entire slab component u-Factor Area U WA 0 0 0 0 0 0.0 Q Below grade slab R-10 perimeter and under entire slab Glazing and Doors 0.280 198 55.4 0 0 0 0 0 0.0 Or Skylights 0.500 0 0.0 0 0 0 0 0 0.0 Compliance based on Section R402.1.4: Reduce the Total UA by 5% Attic Area-R-38 0.027 0 0.6 0 0 0 0 0 0.0 Attic Area-R-49 0.026 970 25.2 0 0 0 0 0 0.0 m 0.5CREDITS Above Grade Walls-R-211nt 0.056 1998 111.9 0 0 0 0 0 0.0 Floors-R-38 0.025 970 24.3 0 0 0 0 0 0.0 Below Grade Walls-R21 Interior 0.042 0 0.6 0 0 0 0 0 0.0 Slab Below Grade-R-SO Fully Insulated 0.303 0 0.0 0 0 0 0 0 0.0 Slab onGrade-R-30 Fully Insulated 0.360 0 0.0 0 0 0 0 o 0.0 HIGH EFFICIENCY HVAC EQUIPMENT 3a: 0 0 0 0 0 0.0 Gas,propane or oil-fired furnace with minimum AFUE of 94%,or Location of Ducts-Unconditioned Space 1.1 Duct Leakage Coefficient 0 0 0 01 0 0.0 Gas,propane or oiled-fired boiler with minimum AFUE of 92% 117.9 CIO To qualify to claim this credit,the building permit drawings shall specify the option Sum of UA 217 Glass Doors 1 6 0 6 8 40.0 being selected and shall specify the heating equipment type and the minimum Envelope Heat Load 10622 0 0 0 0 0 0.0 LU equipment efficiency. Air Leakage Heat Load 6879 0 0 0 0 0 0.0 Q Building Design Heat Load 17501 0 0 0 0 0 0.0 1.0 CREDITS Add Building Duct Heat Load(x 1.1) 19251 0 0 0 0 0 0.0 Maximum Heat Equipment Output(x 1.4) 26952 40.0 1 1 � Non-Glass Doors 2 3 0 6 8 40.0 W TABLE R402.1.1 0 0 0 0 0 0.0 J 5 INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT(a) 0 0 0 0 0 0.0 Q EFFICIENT WATER HEATING 5a: 0 0 0 0 0 0.0 O All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 FENESTRATION U-FACTOR(b) 0.28 0 01 0 01 0 0.0 W GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less. SKYLIGHT(b)U-FACTOR o.S 40.0 2TT C GLAZED FENESTRATION SHGC(be) NR Overhead Glazing 0 0 0 0 0 0.0 W i To qualify to claim this credit,the building permit drawings shall specify the option CEILING R-VALUE(k) 49 0 9i 0 0 0 0.0 being selected and shall specify the maximum flow rates for all showerheads,kitchen WOOD FRAM WALL(g,m.n)R-VALUE 211NT 0 0 0 0 0 0.0 sink faucets,and other lavatory faucets. MASS WALL R-VALUE(1) 21/21 0 01 01 0 0 0.0 FLOOR R-VALUE 38 0 01 01 0 0 0.0 0.5 CREDITS BELOW GRADE(c,m)WALL R-VALUE 21 INT+TB 0.0 SLAB(d)R-VALUE AND DEPTH 10,2 FT EFFICIENT WATER HEATING 5c: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater.Solar water Mechanical Ventilation heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 This Project Floor Area 1536 Certified Solar Water Heating Systems. This Project Number of Bedrooms 3 or This Project Requires 60 CFM Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards Of Whole House Ventilation fresh air supply to be provided by exhaust fans NEEA's Northern Climate Specifications for Heat Pump Water Heaters. To qualify to claim this credit,the building permit drawings shall specify the option Table M1507.3.3(1) being selected and shall specify the water heater equipment type and the minimum Continuous Whole House Mechanical Ventilation equipment efficiency and,for solar water heating systems,the calculation of the minimum energy savings. FI Area 0-1 Bdrs 2-3 Bdrs 4-5 Bdrs 6-7 Bdrs >7 Bdrs <1500 30 45 60 75 90 1.5 CREDITS 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 The following Washington State Energy Code information is required: a a.Post Energy Code Compliance Certificate within 3 ft.of electrical panel(these are available Table M1507.3.3(2) at www.energy.wsu.edu/code) Runtime Percentage and Multiplying Factor 0 b.Provide door blower test affidavit by final building inspection 1 25% 1 33% 1 50% 1 66% 1 75% 100% w c.Provide(1)programmable thermostat 4 3 2 1.5 1.3 1 0 d.Provide duct sealing affidavit by final inspection Z e.A minimum of 75%of all interior lighting shall be high efficiency 0 f.All required insulation and glazing values M1507.3.1 System design.The whole-house ventilation g.Building framing cavities shall not be used for ducts or plenums.Installation of ducts in system shall consist of one or more supply or exhaust fans, H exterior walls,floors,or ceilings shall not displace required envelope insulation. or a combination of such,and associated ducts and controls. C) Local exhaust or supply fans are permitted to serve as such a system.Outdoor air ducts connected to the return side of an air handler shall be considered as providing sup-ply H ventilation. N X Z W M1507.3.2 System controls.The whole-house mechanical 0 J ventilation system shall be provided with controls that U enable manual override. N M1507.3.3 Mechanical ventilation rate.The whole-house Q mechanical ventilation system shall provide outdoor 0 air at a continuous rate of not less than that determined in V r accordance with Table M1507.3.3(1). Exception:The whole-house mechanical ventilation L J W system is permitted to operate intermittently where the 0 system has controls that enable operation for not less J 0 than 25-percent of each 4-hour segment and the ventilation 0 rate prescribed in Table M1507.3.3(1)is multiplied in tl by the factor determined in accordance with Table M1507.3.3(2). DATE: 1211/2020 EHD JOB: 2483 SHEET: 9