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17332 84TH AVE NE_BLD20120222_2026
V " 1 BUILDING INSPECTION REPORT Permit No. Address: q4`1 Contractor: UAW3� nYvL_. Owner: Date: ® APPROVAL PARTIAL APPROVAL C] VIOLATION O CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before �� -tom GZ-aC aAnt.t�A4 CO . Inspector: G am_ Date:- 8' 3 ® Under-floor Araming ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT L�'v Y �,l Permit No. 12-- 0 2-2 Z Lot* 18 Address: _j —) 33 Z- gg1--Aj-e- C� Contractor: �AV-Yle t'stpn[, INC; Owner: (;co r Inds-Foy, Date: APPROVAL ® PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: dz � `� o w O d o (D o N � z cv'n O (D °; O 00 z d x � n � � oz � x �ZIt O z o r)Z z o U) t-' It C7 �:$ rn CA O 0 w M cn z n � 0 Z d d � m I cr U) r) n O o rid C" w c z d � � O [ o N i CITY OF ARLINGTON \ 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 — PHONE:(360)403-3551 BUILDING PERMIT Address:17332 84TH AVE NE,ARLINGTON Permit#:BLD20120222 Parcel#:0108920001800 Valuation:$359,000.00 OWNH PPLICANT CONTRACTOR CORNERSTONE HOMES NW,LLC CORNERSTONE HOMESNW,LLC CORNERSTONE HOMES NW,LLC JP LAMPINEN JP LAMPINEN JP LAMPINEN PO BOX 14424 PO BOX 14424 PO BOX 14424 MILL CREEK,WA 98082 MILL CREEK,WA 98082 MILL CREEK,WA 98082 jp@cornerstonehomes.us jp@cornerstonehomes-us Lic#:CORNEHN9470A Exp:9/1/2014 PLIOCONTRAC7'O — NIflCHAMC` - = R _ ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM 9630 145TH ST SE 17405 SNOHOMISH AVE SNOHOMISH,WA 98296 SNOHOMISH,WA 98296 Lic#:ADVANPL917LS Exp:6/10/2013 Lic#:INNOVCS895PM Exp: 10/14/2013 WOB DIISCRIPTION New Single Family Residence PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 3 CONST TYPE: V-B DWELLINGUNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A P©tM )WMVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 19:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A qS IFICAT OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. S TA NO CEs Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return and c ded C'y of Arlington#3101. nature Print Name Dat Release By Date ARCHIVE APPLICANT ASSESSOR = OTHQt BL_D_ 20120222 CONDITIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • Replace the brass fitting on the tailpiece if missing. • Eaves cannot exceed 23 inches along 5 ft setback line .,,.__.... PERMIT FEES Description ANNIM Fee Amount Paid Balance Due 9/14/2012 Plumbing Permit Fee $265.00 $0.00 $265.00 9/14/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 9/14/2012 Building Permit Fee(QTY-.1) $3,132.22 $0.00 $3,132.22 9/14/2012 Building Plan Check Fee(QTY.1) $2,035.94 $0.00 $2,035.94 9/14/2012 State Building Code Surcharge(QTY-. 1) $4.50 $0.00 $4.50 Total Due: $5,547.66 $0.00 $5,547.66 CALL FOR INSPECTIONS BURDING/FNGINI:IIZING/PARKS/UTUIT ES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leaNe the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • C-Footings • C,Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • GPlumb Rough In • GCas Test/Pipe • C-Equipment-Mechanical • GShearNailing-Fkerior • C-Framing • C-Insulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains • C-Underfloor N a 77, NASH &ASSOCIATES ARCHITECTS PLAN 2486 BEAM, 1ATERAL & SEISMIC CALCULATIONS `ZErtS f TJ 7_OF 3MA'�!-Rt1 1'€)Pd RECEIVED SEP 13 2012 2009 IBC COA PERMIT CENTER AUGUST 13, 2012 2 IA) a bl ON- 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM �� .* ti CLIENT: 7jiNAASH&ASSOCIATES BEAM DESIGN DATA PROJECT: ARCHITECTS DATE: NAME: Roof Loads: LL 25 #/sf DL 15 #/sf Total 40#/sf Unless Noted Otherwise Floor Loads: LL 40#/sf DL 10 #/sf Total 50 #/sf Deck Loads: LL 60 #/sf DL 10 #/sf Total 70 #/sf Soil: 1500 PSF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 r Steel: Per IBC 09 Wood: Per IBC 09 Nailing: Per IBC 09 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 Joists & Hem Fir #2 Rafters: fv = 75 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: fv = 165 PSI fb = 2,400 PSI (reduced by size factor, CF*KI) E = 1,800,000 I 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM 1 ;� y� u PLAN 2486 BeamChek v2007 licensed to:NASH JONES ANDERSON Reg#6464-622 MSTR. BED RB-1 Date:8/24/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R 1=4.1 in2 R2=4.1 in2 (1.5) DL Defl= 0.06 in Data Beam Span 7.0 ft Reaction 1 LL 1575# Reaction 2 LL 1575# Beam Wt per ft 7.87# Reaction 1 TL 2548# Reaction 2 TL 2548# Bm Wt Included 55# Maximum V 2548# Max Moment 4458'# Max V(Reduced) 1986# TL Max Defl L/240 TL Actual Defl L/664 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.13 0.07 Critical 49.54 16.55 0.35 0.23 Status OK OK OK OK Ratio 99% 51% 36% 28% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:450 Uniform TL: 720 =A Uniform Load A R1 =2548 R2=2548 SPAN=7 FT Uniform and partial uniform loads are Ibs per lineal ft. v PLAN 2486 BeamChek v2007 licensed to:NASH JONES ANDERSON Reg#6464-622 MSTR. BATH RB-2 Date:8/24/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.3 in2 R2=2.3 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 4.0 ft Reaction 1 LL 900# Reaction 2 LL 900# Beam Wt per ft 7.87# Reaction 1 TL 1456# Reaction 2 TL 1456# Bm Wt Included 31 # Maximum V 1456# Max Moment 1456'# Max V(Reduced) 895# TL Max Defl L/240 TL Actual DefI L/>1000 LL Max Defl L/360 LL Actual DefI L/>1000 Attributes Section (in-1) Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.01 <0.01 Critical 16.17 7.46 0.20 0.13 Status OK OK OK OK Ratio 32% 23% 7% 5% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:450 Uniform TL: 720 =A Uniform Load A 0 R1 = 1456 R2= 1456 SPAN=4 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2486 BeamChek v20071icensed to:NASH JONES ANDERSON Reg#6464-622 KITCHEN B-1 Date:8/24/12 Selection 3-1/8x 9 GLIB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.8 in2 R2=3.8 in2 (1.5) DL Defl= 0.03 in Recom Camber=0.05 in Data Beam Span 5.0 ft Reaction 1 LL 2404# Reaction 2 LL 1661 # Beam Wt per ft 6.83# Reaction 1 TL 3754# Reaction 2 TL 2463# Bm Wt Included 34# Maximum V 3754# Max Moment 5400 W Max V(Reduced) 2868# TL Max Defl L/240 TL Actual Defl L/806 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (W) Shear(ins)_ TL Deft(in) LL Defl Actual 42.19 28.13 0.07 0.04 Critical 27.00 17.92 0.25 0.17 Status OK OK OK OK Ratio 64% 64% 30% 25% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1575 B=2548 2.2 750 H= 1175 0 2.2 300 1 =375 2.2 5.0 I H Pt loads: R1 =3754 R2=2463 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. i PLAN 2486 BeamChek v2007 licensed to:NASH JONES ANDERSON Reg#6464-622 HALL/KITCHEN B-2 Date: 8/24/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.4 in2 R2=2.4 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 3.5 ft Reaction 1 LL 1190# Reaction 2 LL 1190# Beam Wt per ft 7.87# Reaction 1 TL 1501 # Reaction 2 TL 1501 # Bm Wt Included 28# Maximum V 1501 # Max Moment 1314'# Max V(Reduced) 840# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3)_ Shear 02) TL Defl(in) LL Defl Actual 49.91 32.38 0.01 <0.01 Critical 14.60 7.00 0.18 0.12 Status OK OK OK OK Ratio 29% 22% 5% 5% Fb(psi) Fv(psi) E (psi x mil) Fc I(psi_) Values Reference Values 900 180 1.6 625 Ad Values 1080 180 1.6 625 Adjustments CIF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:680 Uniform TL: 850 =A Uniform Load A . RI 1501 R2= 1501 SPAN=3.5 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2486 BeamChek v2007 licensed to:NASH JONES ANDERSON Reg#6464-622 FAMILY ROOM B-3 Date: 8/24/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.4 in2 R2=6.4 in2 (1.5) DL Defl= 0.10 in Recom Camber=0.15 in Data Beam Span 7.0 ft Reaction 1 LL 2625# Reaction 2 LL 2625# Beam Wt per ft 6.83# Reaction 1 TL 4136# Reaction 2 TL 4136# Bm Wt Included 48 # Maximum V 4136# Max Moment 7239 W Max V(Reduced) 3250# TL Max DefI L/240 TL Actual DefI L/381 LL Max Defl L/360 LL Actual Defl L/710 Attributes Section(W) Shear(in2) TL Defl(in) LL DefI Actual 42.19 28.13 0.22 0.12 Critical 36.19 20.31 0.35 0.23 Status OK OK OK OK Ratio 86% 72% 63% 51% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:750 Uniform TL: 1175 =A Uniform Load A I R1 =4136 R2=4136 SPAN=7.0 FT Uniform and partial uniform loads are Ibs per lineal ft. i PLAN 2486 BeamChek v20071icensed to:NASH JONES ANDERSON Reg#6464-622 LIVING/DINING B-4 Date:8/24/12 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.9 in2 R2=6.9 in2 (1.5) DL Defl= 0.11 in Recom Camber=0.16 in Data Beam Span 8.0 ft Reaction 1 LL 2780# Reaction 2 LL 2780# Beam Wt per ft 7.97# Reaction 1 TL 4492# Reaction 2 TL 4492# Bm Wt Included 64# Maximum V 4492# Max Moment 8984 W Max V(Reduced) 3509# TL Max Defl L/240 TL Actual Defl L/423 LL Max Defl L/360 LL Actual Defl L/815 Attributes section(W) Shear(in') TL Defl(in) LL Defl Actual 57.42 32.81 0.23 0.12 Critical 44.92 21.93 0.40 0.27 Status OK OK OK OK Ratio 78% 67% 57% 44% Fb(psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 CCr Repetitive 1.00 h Shear Stress N/A m Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:695 Uniform TL: 1115 =A Uniform Load A R1 =4492 R2=4492 SPAN=8 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2486 1 BeamChek v2007 licensed to:NASH JONES ANDERSON Reg#6464-622 FOYER B-5 Date: 8/24/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.0 inz R2=4.0 in2 (1.5) DL Defl= 0.02 in Data Beam Span 4.5 ft Reaction 1 LL 1564# Reaction 2 LL 1564# Beam Wt per ft 7.87# Reaction 1 TL 2526# Reaction 2 TL 2526# Bm Wt Included 35 # Maximum V 2526# Max Moment 2842'# Max V(Reduced) 1661 # TL Max DefI L/240 TL Actual Defl L/>1000 LL Max DefI L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.03 0.02 Critical 31.58 13.84 0.23 0.15 Status OK OK OK OK Ratio 63% 43% 15% 12% 1 Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Reference Values 900 180 1.6 625 _Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 695 Uniform TL: 1115 =A Uniform Load A R1 =2526 R2=2526 SPAN=4.5 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2486 BeamChek v2007 licensed to:NASH JONES ANDERSON Reg#6464-622 GARAGE DOOR GB-1 Date: 8/24/12 Selection 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.2 in2 R2=2.2 in (1.5) DL Defl= 0.25 in Data Beam Span 16.3 ft Reaction 1 LL 815# Reaction 2 LL 815# Beam Wt per ft 9.57 # Reaction 1 TL 1382# Reaction 2 TL 1382# Bm Wt Included 156 # Maximum V 1382# Max Moment 5632* Max V(Reduced) 1223# TL Max DefI L/240 TL Actual DefI L/401 LL Max Defl L/360 LL Actual Defl L/820 Attributes Section W Shear(in') TL Defl(in) LL Defl Actual 73.83 39.38 0.49 0.24 Critical 68.26 10.19 0.81 0.54 Status OK OK OK OK Ratio 92% 26% 60% 44% Fb(psi) Fv(psi) E (psi x mil) Fc I (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 180 1.6 625 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 100 Uniform TL: 160 =A Uniform Load A R1 = 1382 R2= 1382 SPAN= 16.3 FT Uniform and partial uniform loads are Ibs per lineal ft. i PLAN 2486 BeamChek v2007 licensed to:NASH JONES ANDERSON Reg#6464-622 REAR DECK DB-1 Date:8/24/12 Selection 4x 12 DF-L#2 Lu=0.0 Ft J Conditions NDS 2005,Wet Use Min Bearing Area R 1=5.1 in2 R2=5.1 in2 (2.0) DL Defl= 0.05 in Data Beam Span 10.0 ft Reaction 1 LL 1800# Reaction 2 LL 1800# Beam Wt per ft 9.57# Reaction 1 TL 2148# Reaction 2 TL 2148# Bm Wt Included 96# Maximum V 2148# Max Moment 5370'# Max V(Reduced) 1745# TL Max Defl L/240 TL Actual DefI L/640 LL Max Defl L/360 LL Actual Defl L/887 Attributes Section(ins) Shear(in2) TL Defl(in) LL Defl Actual 73.83 39.38 0.19 0.14 Critical 65.09 14.99 0.50 0.33 Status OK OK OK OK Ratio 88% 38% 37% 41% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 900 180 1.6 625 Ad'usted Values 990 175 1.4 419 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 0.97 0.90 0.67 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:360 Uniform TL: 420 =A Uniform Load A 0 R1 =2148 R2=2148 SPAN = LOFT Uniform and partial uniform loads are Ibs per lineal ft. I 1 PLAN 2486 BeamChek v2007 licensed to:NASH JONES ANDERSON Reg#6464-622 BB-2 REC. ROOM . BB-2 Date:8/24/12 Sel ction 4x 10 DF-L#2 Conditions NDS 2005 Lu=0.0 Ft Min Bearing Area R1=3.3 in2 R2=3.3 in2 (1.5) DL Deft= 0.03 in Data Beam Span 6.0 It Reaction 1 LL Beam Wt per ft 7.87# Reaction 1 TL 2082# Reaction 2 TL 1371 # 2082# 2082# Bm Wt Included 47# Maximum V Max Moment 3122'# Max V(Reduced) 1547# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 At ributes Section in3 Shear(inz) TL Defl(in) LL Defl Actual 49.91 32.38 0.06 0.04 Critical 34.69 12.89 0.30 0.20 Status OK OK Ratio 0 o OK OK 70% 40% 21% 18/o Fb(psi) Fv(psi) psi x mil) Fc I (psi)Values ruese Values 900 1 gp 1.6 625 Values 1080 180 1.6 625 Ad'ustmentsFactor 1.200 tion 1.00 1.00 itive 1.00r Stress N/A Use 1.00 1.00 1.00 ty 1.0000 Rb=0.00 Le=0.00 Ft 1.00 Loads Uniform LL:457 Uniform TL: 686 =A Uniform Load A �I R 1 =2082 =2 SPAN=6 FT R2 082 Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2486 BeamChek v2007 licensed to:NASH JONES ANDERSON Reg#6464-622 BED FOUR BB-3 Date:8/24/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.0 in2 R2=2.0 in (1.5) DL Defl= <0.01 in. Data Beam Span 5.0 ft Reaction 1 LL 800# Reaction 2 LL 800# Beam Wt per ft 7.87# Reaction 1 TL 1220# Reaction 2 TL 1220# Bm Wt Included 39 # Maximum V 1220# Max Moment 1525'# Max V(Reduced) 844# TL Max DefI L/240 TL Actual DefI L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in3 Shear inz TL Defl in LL Defl Actual 49.91 32.38 0.02 0.01 Critical 16.94 7.03 0.25 0.17 Status OK OK OK OK Ratio 34% 22% 9% 7% Fb(psi) Fv(psi)_ E(psi x mil) Fc I (psi)_ Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:320 Uniform TL: 480 =A [ Uniform Load A \ 0 R1 = 1220 R2= 1220 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. I 1 PLAN 2486 BeamChek v2007 licensed to:NASH JONES ANDERSON Reg#6464-622 REC. ROOM BB-4 Date:8/24/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.2 inz R2=6.0 in2 (1.5) DL Defl= 0.04 in Recom Camber=0.05 in Data Beam Span 6.0 ft Reaction 1 LL 2106# Reaction 2 LL 2972# Beam Wt per ft 6.83# Reaction 1 TL 2698# Reaction 2 TL 3899# Bm Wt Included 41 # Maximum V 3899# Max Moment 5948'# Max V(Reduced) 2971 # TL Max Defl L/240 TL Actual Defl L/601 LL Max DefI L/360 LL Actual Defl L/864 Attributes Section(in,") Shear(in=) TL Defl (in) LL Defl Actual 42.19 28.13 0.12 0.08 Critical 29.74 18.57 0.30 0.20 Status OK OK OK OK Ratio 70% 66% 40% 42% Fb (psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1190 B= 1488 3.4 440 H=550 0 3.4 920 1= 1230 3.4 6.0 Pt loads: R1 =2698 R2=3899 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. CLIENT: :JN�ASH&ASSOCIATES LATERAL DESIGN DATA PROJECT: ARCHITECTS PER IBC 09 DATE: NAME: WIND per Sec. 1609 EARTHQUAKE per Sec. 1613 Design per ASCE 7-05 Design per ASCE 7-05 CHAPTER 6 WIND LOADS CHAPTER 12 Equivalent Lateral Force Procedure Design Wind Pressure: ps = (A)(lw)(psso) Base Shear: V =1.2 Sd S(W) where A. = Exposure Factor where: Cs = Seismic Response Coefficient lw = Importance Factor W = Efficient Seismic Weight Psao = Base Design Pressure (Ss)(S1) / R = (Cs) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed = 85 mph (V )3s Ss = 1.5 per USGS S1 = 0.90 per USGS Site Class D2 (Default) X = 1.00 Exposure "B" (<30') Seismic Design Category D lw = 1.00 R = 6.5 from Section 12 p sso = FROM CHAPTER 6 1 = 1.00 Cs = 0.150 per Section 12 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. WOOD DESIGN per Sections 2301 & 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light—Frame Construction 2008 SDPW (SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" Dia. X 10", A307 or better, w/ 7" min. Embedment. V = 1104 #/bolt CONCRETE DESIGN per Chapter 19 & ACI 318-02 concrete f'c = 2500 psi rebar fy = 40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong—tie Connectors or equal 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM II I - i I / I 17. /7.S i N a c%li, 9 g �i � � �z y-9-�d .9-/d Z �z - - -- z� Iz �� � � it A �}1 5710lyx9 27 P/-3' P/3' X x i Z z ti 20.5 2 Q ILI R F-11 A� IF I -i n /9 It 1* A A � 7 � 1 STIIIMk8 2 y 8 (, lower CLIENT: NASH&ASSOCIATES LATERAL CALCULATIONS PROJECT: ARCHITECTS WIND WORKSHEET DATE: PER IBC 09 NAME: 85 M.P.H. P = 15.9 PSF FRONT ELEVATION X LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR W x H x (see chart for wind pressure WALL SHEAR WALL ® specified height) LENGTH (ft) (#/ft) TYPE l3x Q x IS.y I/6 3 72 Z y 2�,Sx /U x13, q 1573 2- 3 156 Pl-6 13X l0 X /5,Y 2067 -t /6Sf 3 7? 2 66 Pl-y�- 2 "r) 2Z_ 5X /DxIS,y � 3S78 3579 . 7156 zo. 5- PI-y f J2z 5V 2 y7 3 8 • S 3 �y P/-yy �bw /3Y /D x/5,9= 2067 -t 3 7 Z 1 r / 5788 19 2 low Slow 114, 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM CLIENT: NASH-ASSOCIATES- LATERAL CALCULATIONS PROJECT: 2y96 ARCHITECTS WIND WORKSHEET DATE: PER IBC 09 NAME: 85 M.P.H. P = 15.9 PSF FRONT ELEVATION LEFT ELEVATION __REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR W x H x (see chart for wind pressure WALL SHEAR WALL 0 specified height) LENGTH (ft) (#/ft) TYPE 17.5x 13x 15: y W? 1 117 17.5'x 13x /S9' 307 2I l72 mH, l7 Sx1o,k 15,g = 2753 3 �17 & 17.5x ly X /S.� = 27v 3 f 3 07 6 Gov 27 237 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM i CLIENT: :NA�SH&ASSOCIATES SEISMIC ANALYSIS PROJECT: P1cn 2`f86 ARCHITECTS PER IBC 09 DATE: NAME: 1 Weight of Building: Roof Assembly: Asphalt Shingles - 2.00 #/ft Cedar Shakes - 2.25#/ft Tile - 9.50 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft R-38 Insulation - 2.35 #/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25#/ft 1/2" GWB Ceiling - 2.00 #/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft Total 9.75#/ft Total 9.90#/ft Total 15.90#/ft Use 15.00#/ft Use 15.00#/ft Use 18.00#/ft 1st & 2nd Floor Assembly: Caret / Pad - 0.50 #/ft Hardwood - 2.50#/ft 3/4' T&G Plywood - 2.50#/ft 3/4" T&G Plywood - 2.50#/ft 2x10 ® 16" o.c. - 2.30 #/ft 2x10 ® 16' o.c. - 2.30 #/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft Total 7.30 #/ft Total 9.30 #/ft Use 15.00#/ft Use 15.00#/ft Interior Wall Assembly: Exterior Wall Assembly: 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30 #/ft 2X4 ® 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00#/ft 2x6 0 16" o.c. - 1.37 #/ft Total 5.10 #/ft R-21 Insulation - 2.10 #/ft Use 8.00 #/ft 1/2" GWB - 2.00#/ft Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3.20 #/ft 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM fi ,. CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: ARCHITECTS PER IBC 09 DATE: NAME: 2 SEISMIC: V = (Ce) (Wdl) (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X /323 sf = /3,2-3 y or (Tile) 18#/ft X — sf = —' Exterior Walls: L x 10#/sf x 1/2 (h) / /S5� X/OXy 6 6� (E2) Interior Walls: L x 8#/sf x 1/2 (h) 70 (I� TOTAL: = 2�i D y r �2 4j, 1st Level:Roof: (1st Floor Roof) 10#/ft X 330 sf = 3 3 8 d 2nd Floor: 10#/ft X sf = 0 Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) 6��6vt(/6B�lvX y,�) ; 7�10-f6ltV �3I (E1) Interior Walls: (I + L x 8#/sf x 1/2 (h) tf7ay x-t C/a N 3 9,5� = �v32 t#7'-'/ 7 3 (11) TOTAL Basement: QQ 1st Floor: 10#/ft X �2 3 U sf Exterior Walls: (E1) + x 10#/sf x\1/2 (h) 13,7LJ f�b V0 X�/,�') = �,050 1/3,720 17 770 Interior Walls: (I1) + L x 8#/sf x 1/2 (h) 3736 �8xsx �` 5� , 2,'1`f-3t67U TOTAL: 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.CO M CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: ARCHITECTS PER IBC 09 DATE: NAME: 3 BASE SHEAR: V = (Ca ) (Wdl) Plywood LEVEL 3: Wdl Z '/. # x 0.166 = 00 LEVEL 2: Wdl 3 6. 3 # x 0.166 = 6,36 LEVEL 1: Wdl y/, 3 # x 0.166 = b A 6 TOTAL: Wdl D 3,7 # x 0.166 = 7. ZZ (V) Level Dead Load Height Moment Shear @ Stor Fx = [(Wdl)(h)TV Remarks (Wdl) (h) (Wdl)(h) (Wdl)(h) 3 2`f. f 2? �ss� 6.27 2 36 . 3 20 766 , Ssy = 7. 1 L11. 3 /0 3.�� Total 103.7 s 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM f ), CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: ���„ 21/ ARCHITECTS PER IBC 09 DATE: NAME: 4 � a �o -41 z �_- q Q � � Z x NN � w � N M M cJ �4 0 co � � �— N O M x _ w cJ c.l rr C-4 n a oa o�J ca p o CV o ,.. M E- r-4- Q4 C" x o z w o f � a z w �n w z a IT, 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828 ,,4117 Fax (425) 822-1918 N WWW.NASH—ARCHITECTS.COM cl� CLIENT: �JNA�SH&ASSOCIATES SEISMIC ANALYSIS PROJECT: P/•, 21W ARCHITECTS PER IBC 09 DATE: NAME: 5 Redundancy Factor (p)- 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 (2 �72 — ; . W 16 37 2. Maximum actual shear Vmax = Largest seismic wall shear . 951 > . 2Y1 3. p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2) Z _ . °S(l7"2) Z— 3y_"lq l(vvy ) y 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM Prescriptive Energy Code Compli;7 - ,p for Single Family and Duplex Housinc ')ne 1 r oject Information Contact Information Plan 3297 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code Glazing 12 a a GlazingU-Factor 9 Vaulted Wall Wall int Wall ext Slab Option Area10: Door Ceiling z 3 Above Below Below Floor' on %of Floor Vertical Overhead U-Factor Ceiling Grade Grade Grade Grade R-49 or R-21 R-21 R-10 O I 13% 0.34 0.50 0.20 R-38 R-38 Int.7 TB R-10 R-30 21 Adv. R-49 or R-21 R-21 R-10 Q II 25% 0.32 0.50 0.20 R-38 R-38 Int.7 TB R-10 R-30 21 Adv. R-49 or R-21 R-21 R-10 Q III Unlimited 0.30 0.50 0.20 R-38 R-38 Int.7 TB R-10 R-30 21 Adv. See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document ❑ Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U-factor.Alternate heating size method submitted. 0 Option I or II,Glazing to floor area limit(WSEC 602.7.2) ❑ Area weighted window,skylight or door U-factor(WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3&WSEC 503.2.2) Radiant slab: ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description 1 a High Efficiency HVAC Equipment 1 1.0 1 b High Efficiency HVAC Equipment 2 1 c High Efficiency HVAC Equipment 3 2 Hiclh Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super-Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 Large Dwelling Unit 8 1 Renewable Electric Energy *1200 kwh Total Credits 1.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEP10-010 Copyright 2010 �' ti I Simple Heating System Size: ClimatP-'pne 1 Pro.;sct Information Contact Information Plan 3297 Indoor Design Temperature 70 Outdoor Design Temperature F 23 Design Temperature Difference(AT) AT=Indoor-Outdoor Design Temp 47 Conditioned Floor Area 3297 Conditioned Volume 1 29000 Glazing Copy Sum of UA from Glazing Schedule 147 Attic U-Factor X Area = UA R-49 0.027 1500 40.5 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 Vented 0.027 Above Grade Walls U-Factor X Area = UA R-21 0.056 2275 127.4 Floors U-Factor X Area = UA R-30 0.029 900 26.1 Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 300 12.3 T Depth Walls 0.037 600 22.2 Slab Below Grade F-Factor X Length = UA 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade F-Factor X Length = UA R-10 2' perimeter 0.54 90 48.6 R-10 Full - Heated 0.55 Sum of UA 424 Envelope Heat Load 19925 Btu/ Hour Sum of UA X AT Air Leakage Heat Load 14720 Btu / Hour ((Volume X 0.6)X AT)X.018)) Building Design Heat Load 34645 Btu / Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 1.15 39842 Btu/ Hour If ducts are located in unconditioned space:Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 59763 Btu / Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 r � �, Glazing Schedule Prcyect Information Contact Information Plan 3297 Conditioned Floor Area 3297 Sum of UA for Heating System Sizing 146.8 Sum of All Glazing Areas From Below 433 Glazing to Floor Area Ratio 13.13% 602.7.2 Exception Ratio(not to exceed 1%) Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID Description Ref. U-factor Glazed Qt. Feet inch Feet inch Area Area UA garage to house 0.20 1 2 n 6 " 17.8 3.6 One Exempt Swinging Door<24 Square Feet 1 0.20 1 3 81 1 24.01 4.8 Sum of Glazing Area, Door Area, and UA (do not include exempt door) 17.8 3.6 Area Weighted U= UA/Area 0.20 Sum of Area and UA for Heating system size only(include exempt door) 41.8 8.4 Vertical Glazing (Windows, Glazed doors using Exception 602.6#1) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet Inch Feet inch Area UA vinyl frame 0.32 3 5 4 60.01 19.20 0.32 1 2 ° 3 b 8.8 2.80 0.32 1 7 4 28.0 8.96 0.32 1 4 6 24.0 7.68 0.32 1 7 5 35.0 11.20 0.32 2 12 1 2 1 1 8.01 2.56 0.32 2 2 6 2 15 12.5 4.00 0.32 1 6 8 48.0 15.36 0.32 1 3 2 6.0 1.92 0.32 1 6 15 30.0 9.60 0.32 1 5 5 25.01 8.00 0.32 1 7 5 35.01 11.20 0.32 2 2 6 5 25.0 8.00 0.32 1 5 4 'b 22.5 7.20 0.32 1 6 1 16 10 41.0 13.12 0.32 1 6 4 24.0 7.68 Sum of Area and UA 1 432.81 138.48 Area Weighted U= UA/Area 0.32 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 Overhead Glazing Plan Component Glazing Width Height ID Description Ref U Qt. Feet Inch Feet Inch Area UA Sum of Area and UA Area Weighted U= UA/Area Doube Glazed Garden Windows Section 602.7.2 Exception Plan Component Width Height ID Description Qt. Feet Inch Feet Inch Area UA Sum of Area Sum of Area X 3(This total is automatically included in the glazing area total.) Glazing UA for Heating System Size Only=Area X 0.63 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 BLD20120222 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT M BLD20120222 OWNER: CORNERSTONE HOMES NW, LLC- LAM... 1 STATUS: APPLIED ADDRESS: 17332 84TH AVE NE,ARLINGTON ` / /t BALANCE: $0.00 ISSUED: CREATED: 9/13/2012 Ub;im SCREENS: Select Screen... D FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION :ASSIGNE.. DUE DATE LAST (#) REQ? DQ.. ASSIGN REMOVE 2000 C-Building I CYOUNG 9/20/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 9/20/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit_Reviews.as... 9/13/2012 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE,FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: (ED Residential Addition ED Residential Alteration Also Including: ED Plumbing (ED Mechanical Project Address: 17332 84th ave NE Arlington,WA 98223 Parcel ID#: 0108920001800 Lot#: 18 Subdivision: Eagle Heights DIV 2 Project Description New SFR Valuation: Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: ip@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1$`Floor: 1238 2"d Floor: 1248 3`d floor: Deck: 120 Garage/Carport: 399 Basement: 811 Project Valuationo Contractor: Cornerstone Homes NW LLC Phone Number. 425-338-5888 Address: PO Box 14424 City: Mill Creek State: WA Zip Code: 98082 Contractor's License Number: CORNEHN9470A Expiration: 9/1/2012 Plumbing Contractor*Advanced Plumbing Phone Number: 425-348-5100 Address: 9630 145th ST SE City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: ADVANPL917LS Expiration: Mechanical Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Contractor's License Nu m r: INNOVCS895PM Expiration: 10/14/2013 h eb certify that th ove information is correct and that the construction on, and the occupancy and the use of the above- d cri property e i accordance with the laws, rules and regulation of th ;State f Washington. R Z fv r�icants Signature Datef JP Lam 'rten RECEIVED rint Applicants Name FOR STAFF USE ONLY COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received �� I RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 Number of Plumbing Fixtures (including Rough Ins Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink 0 X 1.0 = 0 Bathtub or Combination Bath/Shower 3 X 4.0 = 12 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 1.5 Laundry Sink 0 X 1.5 = 0 Lavatory(Bathroom Sink) 5 X 1.0 = 5 Shower(Stand Alone)Each Head 2 X 2.0 = 4 Water Closet(Toilet) 4 X 2.5 = 9 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 41 Units Traps other than above items i q l `I Column Totals 18" IJ-0 Estimated Project Valuation ! /y ,1 Al•� Building Square Footage 3297 15t Floor 1238 2,d Floor 1248 3rd Floor Basement 811 Deck 120 Garage 399 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 50 feet. C. Difference in elevation between meter and highest fixture: 16 feet above meter or feet below meter, D. ressure in stre ain: psi. (Measure with gauge or check with Water Department) her by certify that th ove information is correct and that the construction on, and the occupancy and the use of the above- des vibe property will a in accordance with the laws, rules and regulation of th )State Washington A scants Signature t Dat 8 •c I " ~ RESIDENTIAL PERMIT i SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: p Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist, the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: (a New Residential ® Addition/Alteration Project Description:N e W S F R Project Address: 17332 84th ave NE Arlington,WA 98223 ParcellD#: 0108920001800 Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming,poo ❑ Other Authorized Signature. 4 Date: Z ?� For Office Use Only Date Received Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other RECEIVE Inspection Required. YES NO ❑ SEP 13 2012 ER bwC;�D12- Daa';�- i � � RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS OF SPECIFICATION SHEETS AND TWO(2)SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: Project Address: 17332 04th ave NE Arlington,WA 98223 Parcel ID#: 0108920001800 Lot#: 16 Subdivision: Eagle Heights Div II Project Description: New SFR Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person'JP Lampinen Phone Number: 425-388-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Please List quantity of fixtures below: FURNACE UP TO 100K BTU 1 CLOTHES DRYER 5 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM 1 FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP 5 VENTILATION FANS OTHER VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: INNOVCS895PM Expiration, 10/14/2013 I heJebycertify tJwilln ove information is correct and that the construction on, and the occupancy and the use of the above- de cproperaccordance with the laws, rules and regulation of the State of Washington. p scants Signature Dat JP Lampi n tint Applicants Name RECEIVED FOR STAFF USE ONLY �� -� COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY YI � I 1 ZON20120103 (PT-LIVE) - PermitTr,4x by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE rl PERMIT#: ZON20120103 OWNER: CORNERSTONE HOMES NW, LLC-LAM... STATUS:APPLIED ADDRESS: 17332 84TH AVE NE, ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 9/13/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION ASSIGNE.. DUE DATE LAST (#) REQ? DO.. ASSIGN REMOVE 1002 P-Engineering I LPETERS... 9/18/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 9/18/2012 0 Y N Assign Remove 1020 P-Sewer FRAPELY... 9/18/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPARD 9/18/2012 0 Y N Assign Remove 1028 P-Water EANDER... 9/18/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 9/18/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 9/18/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 9/18/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 9/18/2012 0 Y N Assign Remove 2014 C-Planning I TDAVIS 9/18/2012 0 Y N Assign Remove r,7 4,1 https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit_Reviews.as... 9/13/2012 RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/12/2012 Address: 17332 t ave NE Arlington, A 8223 Plat: Eagle Heights Div 11 Lot 18 Owner/Appli nt: Cornerstone H s NW LLC Signature: OL �Z V ation of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 425-338- 8 (C) 425-923-0926 1. Please check one: ✓❑ a. Single-family dwelling ❑ b. Duplex ❑ c. Addition ❑ d.Accessory structure 2. Proposed Dimensions: W) 35 L) 46 H) 27 Total SF) 3297 3. Allowed Lot Coverage: Total Lot Size 11566 SF x 35% = 4048.10 SF 4. Actual Lot Coverage: (SF of all structures) 1947 _ 11566 (lot size) = 17 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? NO If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): Build NEW SFR RECE110ir .`._ ; OFFICIAL USE ONLY PROPERTY ZONED APPROVED 71 DENIED_I �A 80MIT CENTER INT z-.bNX Id-0/03 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. _FV1 One (1) completed Single Family Residential Building Permits Application Two (2) accurate fully dimensioned plot plans Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 I RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour (Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18" X 24", or maximum 30" X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1 Two (2) complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 10. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum #4 rebar at top and minimum #4 rebar at bottom of footing. C. ❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34"to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 6. Indicate the pitch of the roof. H. E,/:] DOORS & WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. 1. ❑✓ WASHINGTON STATE ENERGY CODE �. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 ° RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/12/2012 Address: 17332 t ave NE Arlington, A 8223 Plat: Eagle Heights Div 11 Lot 18 Owner/Appli nt: Cornerstone HjroesNW LLC Signature: /2 ation of accuracy and agreement to follow the City of Arlington Municipal Code V Phone: (h) 425-338- 88 (C) 425-923-0926 1. Please check one: ✓❑ a. Single-family dwelling ❑ b. Duplex ❑ c. Addition ❑ d. Accessory structure 2. Proposed Dimensions: W) 35 L) 46 H) 27 Total SF) 3297 3. Allowed Lot Coverage: Total Lot Size 11566 SF x 35% = 4048.10 SF 4. Actual Lot Coverage: (SF of all structures) 1947 _ 11566 (lot size) = 17 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? No If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. 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