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Home My WebLink About17411 84TH AVE NE_BLD20120233_2026 Tel l- 4 Property Address: _IYL CUnditlUned Doui' Area 3� DaLe `� /0 5 / T— Builder or registered design professional : I ,Signature: R-Vaftex Ceiling: Vaulted R- Floors Over unconditioned space R- A t.tJ c R- Slab an grade floor R- Walls: Abuwe grade R- Doors R- Below, int. R R Below, ext_ E, R- CI-. V actor r and b'HCiC NRFC rating (or) Windows U- SHGC- Dcfa.iilt.rating(ctimpivr 1 owsFr,.on9) Skylights U- SHGC- Chapter 4 opdon(s) � :A Total Chpt- 9 Credlls Heald . Coollseg A Domesdc Hot Water- Sy stem Type E f17 dency Heating Cooling DHW (,0 PtvT ,, /► Duct&Budd 0V.91r Leakage All ducts HVAC in conditioned space (ON/no ) insulation R- (�_ Test Method: Fj,' ToLdl lCillCage _Leakage LU exteriur Z/tlr hari ller prelienL Test. Target. C",FM@fi25N Test.Result C7FM()25Pa Building air leakage target: SLA.`0.00030 - Tested leakage: SLA= 6W.WeRenewaNeEnergy,Hwil ric Power ASVsstens System type: Rated annual generation Kwh BUILDING INSPECTION REPORT Gtic Y �� Permit No. _� P b �J3 110 Address: 1 7 `t f( S q-th A7, d�- Contractor: Cbrine,ArqrtZCW__, Owner: COI'I(\Z4-S"� - Date: 12— WAPPROVAL ® 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 360435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: / 2_ ® Under-floor ® Framing ® Gas Piping Footing EllDrywall, nailing EllConsultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: 9 30 Q o y y orD p Q Z d ( "D o cn p ro N r p z n � � ° z � y tri � � �•3 �l U) z cn m y p7 �C ti H y (D O °z Z o r) Z C� Z OO (P C'y r � � o m tj ��G d OIQ m y a c z o ° r ad ° z rm- 0-1 d d Qm � z C nM r N � � O � o " CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT Address:17411 84TH AVE NE,ARLINGTON Permit#•BLD20120233 Parcel#:01089200000200 Valuation:$383,000.00 OWNER APPLICANT CONTRACTOR CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,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 Lie#:CORNEHN9470A Exp:9/1/2014 PLUMBING CONTRACTOR MECHANICAL CONTRACTOR ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM 9630 145TH ST SE 17405 SNOHOMISH AVE SNOHOMISH,WA 98296 SNOHOMISH,WA 98296 Lie#:ADVANPL917LS Exp:6/10/2013 Lie#:INNOVCS895PM Exp: 10/14/2013 JOB DESCRIPTION Single Family Residence PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PEI WAPPROVAL 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 18:27. 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 CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC1 10_ S S TAX N�TICF• Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return or and codetl Cit�of Arlington#3101. - � �j�i✓ f,�t�1�„�._vtfJ 'c7 �t f Z /L / ��, Signature Print Name Dbte Released y balfe ARCHIVE APPLICANT ASSESSOR OTHER BLD20120233 CONDmONS T1113 PERMIT AUTI IORIZE6 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 tail piece if missing. • See redlined plans for additional requirements. PFRNNIIT FFJ�S Date Description Fee Amount Paid Balance Due 9/27/2012 Pluming Permit Fee $289.00 $0.00 $289.00 9/27/2012 Mechanical Permit Fee $130.00 $0.00 $130.00 9/27/2012 Building Permit Fee(QTY. 1) $3,304.54 $0.00 $3,304.54 9/27/2012 Building Plan Check Fee(QTY.1) $2,147.95 $0.00 $7,147.95 9/27/2012 State Building Code Surcharge(QTY-. 1) $4.50 $0.00 $4.50 Total Due: $5,875.99 $0.00 $5,875.99 CALL FOR INSP)F EONS BULLDING/INGINFkRINUPARKS/Ul1L ffES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave 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. GFootings • GFoundation Wall • GFoundation Drainage • GPlum Ground Work • GPlumb Rough In • C-Gas Test/Pipe • GEquipment-Mechanical • C-Shear Nailing-Exterior C•Framing • GInsulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains i NASH&ASSOCIATES ARC 14ITECTS PLAN 3378- BEAM, LATERAL & SEISMIC CALCULATIONS 2512 RECEIVED SEP 19 2012 QUA Engineering Dept. �2zi2-cz� 5 200 IBC JANUARY 1, 2012 11$44 WE 80th Str rjrklsnd. WA 88M (425) 6 ftl -4117 FAx (425) 8��1918 W".JWH�-ARCHIT C7S.COM �JJNASH�ASSOCIATEScwl:rrr: BEAM DESIGN DATA PROJECT.CH1TEC-TS DATE: ,NAME-- Roof Load.: LL 25 N/sf DLL 15 N/sf Total 40 B/sf Unless Noted Otherwise Floor Leads.. LL 40 y/sf DL 10 #/sf Total 50#/sf Deck Loads. LL 60 M/sf DL 10 ,y/sf Total 70 N/sf Soil: 15M PSF Min. Concrete: Per IBC 09 Masonry. Per IBC 09 Steel: Per IBC 09 Woo&- Per IBC 09 Naiiling: Per IBC 09 4" Seam: 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 = L300,000 Glu—Late Beams. fv = 165 PSI fb = 2,400 PSI (reduced by size factor, CPKI) E = 1,800,000 11644 N.E. 90th 'St Kirkland. WA 98033 (425) 828-4117 Fax (42S) 822-1918 WWW.NASH—ARCHITECTS.COM PLAN 3378 BeamChek v2011 licensed to.Michael Johnson Reg#7992-66428 PLAN 3378 BEDROOM TWO RB-1 Date:8/21/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Beaeing Area R1=3.7 in2 R2=6.8 in2 (1.5)DL Defl= 0.04 in Recom Camber-0.05 in Data Beam Span 5.0 ft Reaction 1 LL 14334 Reaction 2 LL 2543# Beam Wt per ft 6.83# Reaction 1 TL 2399# Reaction 2 TL 4444# Bm Wt Included 34# Maximum V 4444# Max Moment 4193 # Max V(Reduced) 3929# TL Max Defl L/240 TL Actual Defl L 1875 LL Max Defl L/360 LL Actual Defl L/>1000 AMr-ibutes Section in' Shear W TL Defl in LL DO Actual 42.19 28.13 0.07 0.03 Critical 20.96 24.56 0,25 0.17 Status OK OK OK OK Ratio 50% 87% 27% 20% Fb(psi) Fv(psi) E(psi x rnil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adiusted 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 Cl Stability 1,0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:425 Uniform TL: 680 =A Point LL Point TL Distance 1850 B=3409 4.0 Uniform Load A Pt loads: R1 -�2399 R2=4444 SPAN=5iF Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek,v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 BEDROOM THREE RB-2 Date:8/21/12 Selection 4x 10 DF-L#2 Lu;:--0.0 Ft Conditions NDS 2005 Min Boaring Area R1=2.8 in R2=2.8 in' (1.5)DL Defl= 0.01 in Data Beam Span 5.0 ft Reaction 1 LL 1063# Reaction 2 LL 1063# Beam Wt per ft 7.87# Reaction 1 TL 1720# Reaction 2 TL 1720# Bm Wt Included 39# Maximum V 1720# Max Moment 2150 W Max V(Reduced) 1189# TL Max Dell L/240 TL Actual Defl L/>1000 LL Max Deft L/360 LL Actual Defl L/>1000 Attrbutes Section in3 Shear in2 TL Defl in LL Defl Actual 49.91 32.38 0.03 0.02 Critical 23.88 9.91 0.25 0.17 Status OK OK OK OK Ratio 48% 31% 12% 10% 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 Adiustments 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:425 Uniform TL: 680 =A Uniform Load A R1 1720 R2=1720 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v2011 licensed to.Michael Johnson Reg'#7992-66428 PLAN 3378 MASTER BEDROOM RB-3 Date:8/21/12 Selection 3-1/8x 10-1/2 GLIB 24F-V4 DF/DF Lu=0.0 Ft Conditi ns NDS 2005 Min Bearing Area R1=6.7 in' R2=6.0 in (1.5)DL Defl= 0.09 in Recom Cambe -0.14 in Data Beam Span 7.0 ft Reaction 1 L.L 25454 Reaction 2 LL 2280# Beam Wt per ft 7.97# Reaction 1 TL 4356# Reaction 2 TL 3869# Bm Wt Included 56# Maximum V 4356# Max Moment 9962 W Max V(Reduced) 3754# TL Max Defl L/240 TL Actual Defl L 1483 LL Max Defl L/360 LL Actual Defl L/>1000 Attribute Section in') Shear(in 2) TL Defl(in) LL Deft Actual 57.42 32.81 0.17 0.08 Critical 49.81 23.46 0.35 0.23 Status OK OK OK OK Ratio 87% 72% 50% 36% Fb psi Fv si E(psi x mil) Fc (psi) lu Value Reference Vaes 2400 240 1.8 650 Adjusted Values 24nn 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 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:425 Uniform TL: 680 =A Point LL Point TL Distance 1850 B=3409 3.0 Uniform Load A Pt loads: 19 R1 356 R2=3869 SPAN=7FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 GUEST ROOM B-1 Date:8/21/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Beating Area R1=6.0 in R2=2.7 in2 (1.5)DL Defl= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 24294 Reaction 2 LL 1229# Beam Wt per ft 7.87# Reaction 1 TL 3748# Reaction 2 TL 1700# Bm Wt Included 39# Maximum V 3748# Max Moment 3164'# Max V(Reduced) 2809# TL Max Defl L 1240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L 1>1000 Attributes Section in' Shear ins TL Defl in LL Defl Actual 49.91 32.38 0.05 0.03 Critical 35.15 23.41 0.25 0.17 Status OK OK OK OK Ratio 70% 72% 19% 16% 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 Adiustments 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 Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1433 B=2399 1.0 785 H=1210 0 1.0 360 1=450 1.0 5.0 I L. J Pt loads: 0 R1 =3748 R2= 1700 SPAN=5FT Uniform and partial uniform loads are lbs per lineal ft. i PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 KITCHEN • B-2 Date:8/21/12 Selection 3-118x 5 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.3 in2 R2=3.8 in (1.5)DL Defl= 0.03 in Recom Camber 0.04 in Data Beam Span 5.0 ft Reaction 1 LL 2228# Reaction 2 LL 1697# Beam Wt per ft 6.83# Reaction 1 TL 3427# Reaction 2 TL 24774 Bm Wt Included 34# Maximum V 3427# Max Moment 4765'# Max V(Reduced) 2514# TL Max Defl L/240 TL Actual Defl L/876 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in') Shear in2 TL Defl in LL Deft Actual 42.19 28.13 0.07 0.04 Critical 23.83 15.72 0.25 0.17 Status OK OK OK OK Ratio 56% 56% 27% 23% Fb(psi) Fv(psi) E(psi x mil Fc1 si 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 Point LL Point TL Distance Par Unif LL Par Unif TL Start _End 1063 B=1720 2.5 785 H=1210 0 2.5 360 1=450 2.5 5.0 I H Pt loads: R1 =3427 R2=2477 SPAN=5FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 3378 BearnChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3318 DINING ROOM B-3 Date:8/21112 sales ion 5-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0,Ft Condition NDS 2005 Min Bearing Area R1 7.1 in R2=9.1 W (1.5)DL Defl-_ 0.06 in Recorn Camber=0.09 in Data Beam Span 6.0 ft Reaction 1 LL 2912# Reaction 2 LL 3706# Beam Wt per ft 11.21 # Reaction 1 TL 46104 Reaction 2 TL 5933# Bm Wt Included 67# Maximum V 5933# Max Moment 8705 W Max V(Reduced) 5687# TL Max Deff L 1240 TL Actual Defl L 1576 LL Max Defl L/360 LL Actual Defl L/>1000 Attribute Section in' Shear in' TL Defl in LL Defl Actual 69.19 46.13 0.13 0.07 Critical 43.53 34.92 0.30 0.20 Status OK OK OK OK Ratio 63% 76% 42% 33% Fb(psi) Fv psi E(psi x mil Fc I (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adlustments 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 oads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2545 B=4356 4.5 785 H= 1210 0 4.5 360 l=450 4.5 6.0 L I H Pt loads: [] R1 =4610 R2=5933 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. I PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 GREAT ROOM BA Date:8/21/12 Selection 3-1/8x 12 GLB 24F-V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=11.0 in2 R2=9.9 in (1,5)DL Defl= 0.09 in Recom Camber--0.13 in Data Beam Span 7.0 ft Reaction 1 LL 4360# Reaction 2 LL 3975# Beam Wt per ft 9.11 # Reaction 1 TL 7128# Reaction 2 TL 6439# Bm Wt Included 644 Maximum V 7128# Max Moment 13729`# Max V(Reduced) 6879# TL Max Defl L/240 TL Actual Defl L 1473 LL Max Defl L/360 LL Actual Defl L/931 Attributes Section(in') Shear(in') TL Defl(in) LL Defl Actual 75.00 37.50 0.18 0.09 Critical 68.64 36.75 0.35 0.23 Status OK OK OK OK Ratio 92% 98% 51% 39% Fb psi Fv(psi) E(psi x mil Fc I (psi) Value 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 NIA Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft 1-o�ds 1I Uniform LL:805 Uniform TL: 1240 =A Point LL Point TL Distance 1350 B=2412 2.0 1350 C=2412 4,0 Uniform Load A Pt loads: B Q R1 =7128 R2=6439 SPAN=7FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v20 t 1 licensed to:Afthael Johnson Reg#7992-66428 PLAN 3378 GARAGE GB-1 Date:8/21/12 Selection 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2'005 Min Bearing Area R1=4.4 in' R2=4.4 in2 (1.5)DL Defl= 0.03 in Data Beam Span 7.0 ft Reaction 1 LL 119604 Reaction 2 LL 1960# Beam Wt per ft 9.57# Reaction 1 TL 2763# Reaction 2 TL 2763# Bm Wt Included 67# Maximum V 2763# Max Moment 4836 # Max V(Reduced) 2023# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in') TL Defl(in) LL Defl Actual r 73.83 39.38 0.07 0.05 Critical 58.62 16.86 0.35 0.23 Status OK OK OK OK Ratio 79% 43% 21% 19% Fb psi Fv(psi) E psi x mil) Fc 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 NIA 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:560 Uniform TL: 780 =A Uniform Load A R1 =2763 R2=2763 SPAN=7FT Uniform and partial uniform loads are Ibs per lineal ft. I NASH a ASSOCIATES CLIENT. ARc:lilT—I C.T LATERAL' DEIN DATA PROJECT. PER 18C pg dATI:: NAME: WIND per Sec. 1609 EARTHQUAKE per See. 1613 Design per ASCE 7-05 Design per ASCE 7-05 CHAPTER 6 WIND WADS CHAPTER 12 Equivalent lateral Force Procedure Design Mind Pressure: ps - (A)(Iw)(p=) Bass Shear. V al-2 Ss S(W) where a - Exposure Factor where: Cs = Seismic Response Coefficient Iw = Importance Factor W = Efficient Seismic Weight pax = Base Design Pressure (SS)(SI) / R = (CS) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed - 85 mph (V )33 Ss - 1.5 per USOS Sl - 0.90 per USCS Site Class D2 (Default) A - 1.00 Exposure "B" (<3W) Seismic Design Category D lw - 1.00 R 6.6 from Section 12 P„o= FROM CHAPTER 6 1 1.00 Cs = 0.180 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 do 2301.2.1 Allowable Strength Design when applicably per 2308 Conventional Light-Frame Construction 2008 SDPW (SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) MINIMUM NAILING REQUIREMENTS per Table 2304.11 ANCHOR BOLTS. 5/8" Dia. X Iq". A307 or better, w/ 7" min. Embedment. V - 1104 !/bolt CONCRETE DESIGN per Chapter 19 do ACI 318-02 concrete re - 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) M-1918 WMM.NASH-ARCHITECTS.CO M l� i M ' i I Hill ED I{ I T� l OWNS II [I"Qo II - o ❑OC7 I ' FILI 0LEI MEJOH1 Poll dd i t\ diLmi 1 I I I I I I I I t I I , I I I , I , I � , t I I I I I I I II t l+ I I I I 1 I I I M ! � ` � i � D S :� $ � c— C . � � Mk .ih/ � � d � � � � � _ � M� �� c� `. � � R � � M ._._ N rl M N N 11 Nnsx&A,ssoc� CLIENT;s LATERAL -CALCULATIONS PROJECT` :� r.crll iFcr � ;, MIND 11ORKSHEET DATE: PEEL IBC 09 NAME: 85 1LP.H. P m M9 PSF FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (1) SHEAR UNIT SHEAR 1f x H x (see chart for wind pressure MALL SHEAR MALL O specified height) LENGTH (ft) (gyp/ft TYPE 19 3 Z3 vP zoklo�ls�� j zI3 Ze 1 -75 2z90Z !0 axR 41 Stf 3 g 1447AW�ZvXfak�sfq ) 4- 204cr xrJ-, 22 q o sir 10 /g.5 " Pie Ll f' 11844 NX 80th St. Kirkland, WA 98033 (425) 828-4117 Pax (425) 822-1018 MMW.NM—ARCHITECTS.COM P(~3 AT 1� 3 CLIENT: NA 11 C III 0l("T FS SEISMIC ANALYSIS PROJEM.. It C f 1 I"C F,c;'I'S PER IBC 09 DATE: NAM I Weight of Building: Roof Assembly. As halt Shingles - 2.00 r/ft Cedar Shakes - 2.25#/ft Tile - 9.50)/ft Felt - 0.15 #/ft Felt - 0.15 Oft Felt - 0.15 if/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 N/ft 1/2' Plywood - 1.50 N/ft Trusses 0 24" o.c. - 1.75 #/ft Trusses 0 24" o.c. - 1.75 N/lt Trusses 0 24" o.c. - 1.75 #/ft 9-38 Insulation - 2.35 y/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25 p/ft 1/2" GMB Ceiling - ZM. N/ft 1/2" GWB Ceiling -- 2.00 k/ft 1/2" GWB Ceiling - 2.00#/It Total 9:75#/ft Total 9.90 y/ft Total 17.90//ft Use 10.00#/ft Use 10.00 Y/ft Use Ia.00,E/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$/ft 2x10 0 16" o.c. - 2.30#/ft Zx10 ® 16" O.C. - 2.30#/ft 1/2" GWB Ceiling - 2_00#/ft 1/2" GWB Ceiling - 2.00 N/ft Total 7.30#/ft Total 9.30 y/ft Use 10.00#/ft Use 30.00,E/ft Interior Mall Assembly. Exterior Mali Assembly: 1/2' GWB - 2.00#/ft 3/4' Wood Siding - 2.30 y/ft 2X4 0 16" o c. - 1.10 /ft 1/2" Plywood - 1.50 #/ft 1/2- GM9 - 2.q #/ft 2x6 0 16' o.c. - 1.37 #/ft Total 5.10 #/n R-21 Insulation - 2.10 N/ft Use 8.00 Pit 1/2" GWB - 2.00 p/ft Total 9.27#/ft Use 10.00 O/ft 4' Brick Veneer - + 3.20#/ft 11644 N.E. 80th EL Kirkland, WA 98033 (425) -828-4117 Fax (425) M-181f1 WWW.HASH-ARCHITECTS.CON WASH�ASSOCIATES CUE". SEISMIC ANALYSIS PROJECT, tt C H r T t :; PC It 19c 09 DATE: NAM& 2 SEISMIC: V = (C.) (Wdl) (Plywood) . 2nd Level: Roof: (Asphalt / Cecla�r Shake) 10#/f# X 650 sf = AO 500 or (Tile) 18#/ft X of = Exterior Walla L x 10#/sf x 1/2 (h) Z Z 02 /$ok(o.�,q (E� Interior Walls: L x 8#/sf x 1/2 (h) 0 A-4( Sir Z O (12) TOTAL Q lv Z 1st Level: Roof: (ist Floor Roof) 10//ft X 69 K O sf = (y YO O tad Floor. 10#/ft X /5$ Exterior Walls: (E2) + L x 1{#/sf x 1/2 (h) Interior Walls: (Ip) + L x a#/af x 1/2 (h) TOTAL- an C-7,1 7 7d Basement: lot Floor. 10#/ft X of _ Exterior Walla (E1) + L x 10#/sf x 1/2 (h) Interior halls: (I1) + L x 8,i/af x 1/2 (h) TOTAL: _ 11644 N.K 80th St rdrklaz , WA 98033 (425) 8213.4117 Fax (4445) 822-1918 WWW.)HASH-ARCHITECTS.COY NASH,ASSQMTES CLIENT: SEISMIC ANALYSIS PROJECT. itC H[ 1't;C'r S PER IBC 00 DATE: NAME 3 BASE SHEAR: V = (C. ) {Wdl) Plywood LEVEL 2: Will all x 0.1as LEVEL 1: Wdl 501 # x 0.188 �I 3 TOTAL: Will 7 g r 7 S x 0.166 3-r 03 (V) Dead Load HelV Moment Shear ® StorLcVel { dl) { {Wdl)(h) Fx [(Wdl)(h)TV Remarks (Wdl)(h) 2 1p33. 6. 80 Total 10 G 334 PJ 11644 X.F. 8Oth SL Kirkland, WA 98033 (425) 828-4117 Nx (4,2$) M-1918 lfWX N ASH-ARCHITECTS.COY 11 NASH•ASSOCIATES CLIENT: SEISMIC ANALYSIS PRoject PER IBC,09 DATE NAME- 4 a Q v3 3 or 6�a Y o�w E- F - x a� 3� N N `� cN N � N co c� �n x W M n 0. E- W 4 s 4 s �] ix 5 .9 w w w Cv ...�- 11644 N.E. 84t1§`St. Kirkland, MA 98033 (425) 828-4117 Fax (425) 822-1918 `q �g WWW.KASH-ARCHITECTS.cou NASH-ASSOCIATES CUzN r SEISMIC ANALYSIS PAWt. rt c.-1 i'r F:CT s PER 19C 09 DATE: NAM& S Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax (2)(Vaccstory)/Ab 1/2 V G(-Il0 2. Maximum actual shear Vmax = Largest seismic wall shear 53,7 =1Z?1 3. p = 2-(2(Vaccstory)/(Vumax)(Ab 1/2) D� �,y,rvO 11644 N.E. 80th Sl• Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 M1 W.1WH=ARCHITECTS.COM 1 ,2009 WSEC Residential Compliance Permit Number: 10 vim '` ' � EE 011 General Information �2 Address: NUlg 3 37U Check the box for the applicable: Job Type: [ONew ❑Addition ❑Remodel Conditioned Sq.Ft.: 3 7 Heating Fuel: ❑Electric ❑LPG (Propane) ZGas ❑ Other Fuels Heating System: g Forced Air ❑Room Heaters ❑Hydronic ❑Other Qualification Options There are 2 different qualification options, one is based on a Prescriptive Approach, Chapter 6, and the other is a Component Approach, Chapter 5. Chapter 6 approach includes a Table of options, one of which you will select for your particular design. Choose a compliance option that best suits the economics and design of your project. The Chapter 5 Qualification Form is a second compliance approach and allows a builder more flexibility for alternative methods of construction. The Chapter 5 and Chapter 6 Window and Door Schedules provide an outline to assist you through the specific calculations and requirements for doors and class.Chapter 5 Intemc Hve formats are available online @ www.energy.wsu.edu Responsibility for information Although designated Department staff members will help you with general questions about completing this form, it is ultimately your responsibility to provide detailed information about heating systems, glazing, insulation and other requested building specifications. Since these forms will be evaluated for completeness and accuracy, you can avoid unnecessary permit delays by carefully providing all required information. Disregard items that don't address your particular building or equipment. Design Changes Be sure to get prior approval from the Department if you wish to make changes in your project during construction. Code Books For more detail, refer to the 2009 Washington State Energy Code, this code may be obtained, for free, from Washington State University's Energy Program website (www.energy.wsu.edu). This website includes forms, useful links,and downloadable versions of the WSEC. 2009 WSEC &IRC Ventilation One&Two Family Dwelling Unit Prescriptive Compliance Form This set of farms has been developed to assist permit applicants documenting compliance with the 2009 Washington State Energy Code The following forms provide much of the required documentation for plan review.The details noted here must also be shown onthe drawings. Check the box in front of the option which you will use to meet the prescriptive re uirements: Glazing Glazing U-Factor poor' Wall Wall• Wall 4 Slab Option Area'0: U- Ceilingz Vaulted Above el ext Floors on %of floor Vertical Overhead' Factor Ceiling Grade'z Below GradeBelow Grades Grade Grade R-38 Adv. R-21 R-21 R-10 I, 13% 0.34 0.50 0.20 or R-49 R 38 Int z TB R 10 R-30 2' II. 25% 0.32 0.50 0.20 R-38 Adv. R-38 R-21 R-21 R-10 or R-49 Int.z TB R-10 R-30 2, III. Unlimited 0.30 0.50 0.20 R-38 Adv. R-38 R-21 R 21 R-10 R-30 R-10 or R 49 Int. TB 2' .See*SEC table 6-1 forfanfiotes Radiant Slab: ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) Lighting f fi i n ❑ 1. A minimum of 50 percent of all interior lights will be high efficacy. (WSEC 505.1) ❑ 2. Permanently mounted light fixtures providing outdoor lighting will be high efficacy unless equipped with built in photo control photo sensor. WSEC 505.2 Glazing%hedulg Attached to Document Please check the box in front of the option which you will use to meet the requirements: ❑ 1. Does not apply.Using Prescriptive Option III.All glazing and doors meet maximum U-factor.Alternate heating size U( method submitted. 2. Option I or II,Glazing to floor area limit(V✓SEC 602.7.2) u 3. Area weighted window,skylight or door U-factor(WSEC 602.7.2) ❑ 4. As part of the heating system sizing calculation(IRC M1401.3&WSEC 503.2.2) WhoLe House VtmtilatiQn(Prescriptive) Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you will be using. 1. Intermittent Whole House Ventilation Using Exhaust Fans&Fresh Air Inlets.(IRC M1508.4) 2. Intermittent Whole House Ventilation Integrated with a Forced Air System. (IRC M1508.5) [] 3. Intermittent Whole House Ventilation using a Supply Fan.(IRC M1508.6) ❑ 4. Intermittent Whole House Ventilation Using a Heat Recovery Ventilation System(IRC M1508.7) 5ourc . en cific Exhaust Ventilation Required in each kitchen, bathroom,water closet compartment,laundry room,indoor swimming pool,spa and other rooms where water vapor or cooking odor is produced. Minimum Source Specific Ventilation Ca aci Re uirements Bathrooms—Toilet Rooms Kitchens Intermitberitly operating 50 cfm 100'cfm Continuous operation 20 cfm 25 cfm -Chapter 9 Qp i ns Total of 1 credit required:Please circle the option to be used and fill in the applicable credits Opt- 0 lion description Crediton Value applied 1a HIGH EFFICIENCY HVAC EQUIPMENT 1:Gas,propane orcil•fired furnace or boiler with minimum AFU of 92%OR Air-source heat pump with minlmtem HSPF of 8.5 1.0 '0 1b HIGH EFFICIENCY HVAC EQUIPMENT 2: Closed-loop ground source heat pump;with a minimum COP of 3.3 2.0 lc HiGH EF ICIENCY HVAC EQUIPMENT : Ductless split system heat pumps,zonal control:In home where the primary space heating system is zonal electric heating,a 1.0 ductless heat pump system shall be installed and provide heating to at feast one zone ofthe housing unit. 2 HIGH EFFICIENCY HVAC DISTR18UT10N SYSTEM: All heating and cooling system components Installed inside the conditioned space.All combustion equipment shall be direct vent or sealed combustion.locating system components in conditioned crawl spaces is not permitted underthis option. 1.0 Electric resistance heat is not permitted underthis option.Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. 3a EFFICIENT BUILDING ENVELOPE 1: Prescriptive compliance is based on Table 6-1,Option III with the following modifications,Window U 0.28 floor R-38,slab on grade R-10 full,below grade slab R-10 full or 0.5 Component performance compliance:Reduce the Target UA from Table S-1 by 5%,as determined using EQ.1.' 3b EFFICIENT BUILDING ENVELOPE,2• Prescriptive compliance is based on Table 6-1,Option III withthe following modifications:Window U.=0.25 and wall R-21 plus R-4and R-38floor,slab on grade R-10full,below grade slab R-10 full,and R-21 plus R-5 below grade basement walls,or 1.0 Component performance compliance:Reduce the Target 11A from Table 5.1 by iS%,as determined using EQ.11 3c SLIPER-EFFICIENT BUILDING ENVELOPE 3,• PrescriptW compliance is based on Table 6-1,Option III with the following modifications:Window U:0.22 and wall R-21 plus R-12 and R-38 floor,slab on grade R-10 full,below grade slab 11-10 full and R-21 plus R-12 below grade basement walls and R- 2.0 49 advanced ceiling and vault.OR Component performance:compliance:Reduce the Target UA from Table 5.1 by 30%,as determined using EQ.11 4a AIR LEAKAGE CONTROL AND EFFICIFNT VFNTILATION Envelope leakage reduced to SLA of 0.00020 building envelope tightness shall be considered acceptable when tested air leakage is less than specific leakage area of 0.00020 when tested with a blower door at a pressure difference of 50 PA.Testing shall occur after rough in and after installation of penetrations of the building envelope,Including penetrations for utilities, 0.5 plumbing,electrical,ventilation,and combustion appliances.AND All whole house ventilation requirements as determined by Section M1508 of the Washington State Residential Code shall be met with a heat recovery ventilation system in accordance with Section M1508.7 of that Code. 4b ADDITIONAL AIR LEAKAGE CONTROL AND EFFICIENT VENTRATION• Envelope leakage reduced to SIA of 0.00015 building envelope tightness shall be considered acceptable when tested air leakage is less than specific leakage area of 0.00015 when tested with a blower door at::pressure difference of50 PA.Testing shall occur after rough In and after installation of penetrations of the building envelope,including penetrations for utilities, 1.0 plumbing,electrical,ventilation,and combustion applfancesAUDAll whole house ventilation requirements as determined by Section M1508 of the Washington State Residential Code shall be metwlth a heat recovery ventilation system in accordance with Section M3508.7 of that Code. 5a EFFICIENT WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62 OR Electric Water Heater with a minimum EF ofO.93 AND for both 0.5 cases All showerhead and kitchen sink faucets installed in the house shall meet be rated at 1.75 GPM or less.All other lavatory faucets shall be ratedat 1.OGPM or less.' Sb HIGH EFFICIENCY WATER HEATING: Water heatingsystem shall Include one of the following: Gas,propane or oil water heater with a minimum EFof 0.829-R Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and 1.5 Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems OR Electric heat pump water heater with a minimum EF of 2.0. 6 SMALI DWELLING UNIT 1' Dwelling units less than 1500 square feet in floor area with less than 300 square feet of window+door area.Additions to existing building that are less than 750 sq uare feet of heated floor area.(Must complete attached glazing schedule to use this 1.0 option. 7 LARGE DWELLING UNIT 1:' Dwelling units exceeding 5000square feet-officer area shall be assessed o deduction for purposes of complying with Section -1.0 901 of this WSEC. 8 UNMAKE ELECTRIC ENERGY: For each 1200 kWh of electrical generation provided annually by en-site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits.Generation shall be calculated as follows:For solar electric systems,the design shall be demonstrated to meet this re.quire6ient using the National Renewable Energy Laboratory calculator PVWATTs.Documentation noting solar access shall be included on the plans. 05 For wind generation projects designs shall document annual power generation based on the following factors:The wind turbine power curve;average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. See VSECtaWr-9-1 f"/oabFotes TOTAL CREDITS FOR THIS PROJECT i 13Id7in4 Schedule(Electronic version available at.hip;[jmyv.energyx�avOVLlasKstPlt tits/Presrrintive 'on 1�An) Conditioned Floor Area / Sum of UA for Heating System Sizing 1 r Sam of AJl Glttsing Arees From 13=_ 45 51 5 Glazing to Floor Area Ratio n 602.7.2 Exception Redo(not to exceed 1%)� � Exterior Doors Plan Component Mar. Prrcent Width Height Glazing Door Door ID boscri titm Ref. U-factor Glaznd Ot. Foot h-h Foot b*h rtca Area VA One EAa4144 S WNyrntp DWI-24 Stiuwe Feet Sum of Glazing Area.Door Area,and UA(do not include exempt door) 11 Ana Weighwd U R VAtAIr" Sum o1Ana and UA forHoating system size only(Include exempt door) Verticlili Glazing(WInaoWS,Glazed doors using Exception 502.6 91) Plan Component Glazing Width Height Glazing tU Uoccri tivn Rcrf. U-factor Cit. Fott 'h Foot"— Arya UA Nn f-I4M t r K �Z r U 1 l- -Z Y l r l r u Sum ofArsa and VA us , 1� Ana WWOMed U-UArArea Kiq overnssa ctazing Plan Cempor>ont Glazing Width 1-1o1e1t ID DGLcrlPtiat Rof_ U Ot. Foot k'd' Foot l' Area UA :aum ofAna and tJA �tl_—J1 ooup•Glazed Garden Windows Section 602.7.2lxeeptlo4 Ana Wirpnt&d V!VNgroa Plan Component Width Height ID pen si lion Qt. poet Yi° Feet 111h Aron UA .dZ s t-J Sum pr/Luq X 3(Thla 5'r ,rorwr/n wutomaticolly uded In thw glazing aroa tofal.) m of Glwrrnq LA rvr Mew Nnp S ro yam:>t=e Unfy-Aro/rw X?(A GrG U.63 Simple Heatin-g System Size (Electronic version available at:ll=://vNNIenf!rgy.vr5t..edu/Document5/Prescriptive Znnel.x1Sxl Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference (ITT) AT=Indoor-Crrdccr Design Temp 46 Conditioned Floor Area 37 0 Conditioned VolumeL.7,qS15-16 Glazing Copy Sum of UA from Glazing Schedule /k 5,?� Attic U-Factor X Area = UA R-49 0.027 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 �T 1 Floors U-Factor X Area = UA R-30 0.029 Below Grade Walls U-Factor X Area - UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Grade F-Factor X Length - UA 2'Depth 0.50 3.5' Depth 0.04 7' Depth 0.87 Slab on Grade F-Factor X Length UA R-10 2' perimeter 0.54 R-10 Full - Heate-d 0.35 Sum Pf UA r397 55 Envelope Heat Load Et l Btu ! Hour Sum of UA X S Air Leakage Heat Load I c,{( yS�DStu! Hour (� f'alume X G.6)X aT)X.016)) `�`�-' Building Design Heat Load , Z S Btu! Hour Air Leskimga*Envelope Heat Loss Building and Duct Heat Load �, Btta.r Hour It ducts are tooted in unccndldoned space:Sum of alading Hew,Loss X 1.15 If duds are located in conditioned space:Sum of Building Heat Loss X f Maximum Heat Equipment Output 150°ro o Btu!Hour Building and Duct Peat Loss X 1.50 BLD20120233 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 Ltd 3 BUILDING PERMIT PERMIT#: BLD20120233 OWNER: CORNERSTONE HOMES NW, LLC-... STATUS: APPLIED ADDRESS: 17411 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 9/24/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER... 9/27/2012 0 Y N Assign Remove 2000 C-Building I ;CYOUNG 9/27/2012 0 Y N Assign Remove 0 c a( https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Rev... 9/24/2012 1 � 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: Residential Addition ED Residential Alteration Also Including: ED Plumbing (ED Mechanical Project Address: 17411 84th ave NE Arlington,WA 98223 Parcel ID#: 01089200000200 Lot#: 2 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@cornerstone homes.us Address: PO Box 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1st Floor: 1308 2nd Floor: 1583 3`d floor: ADU 487 Deck: Garage/Carport: 615 Basement: Project Valuation: 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: 9/1i2012 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 Number: INNOVCS895PM Expiration: 10/14/2013 he eby rtify that the a e information is correct and that the construction on, and the occupancy and the use of the above- de ribed roperty will be' accordance with the laws, rules and regulation of the S ate of asl,ington. `App'c is Signature Pate JP Lampinen Print Applicants Name FOR STAFF USE ONLY Permit# A *teBy Amount Received Receipt# Date Received 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 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designa cl as submittal requirements must accompany my Building Permit Application to be - nsidered a co le16 submittal. Signature: Date: If 7 - Own t /Owner' presentative Cornersto e H mes NW LLC 425-338-5888 Company: Phone, 6 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 2 X 4.0 = 8 Clotheswasher 2 X 4.0 = 8 Dishwasher 2 X 1.5 = 3 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 2 X 1.5 = 3 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 45 Units Traps(other than above items) Column Totals 21 Estimated Project Valuation Building Square Footage 3378 15t Floor 1308 2nd Floor 1583 3`d Floor ADU 487 Basement Deck 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 a vation between meter and highest fixture: 16 feet above meter or feet below meter Pressure in tre t main: psi. (Measure with gauge or check with Water Department) her by certify that a above information is correct and that the construction on, and the occupancy and the use of the above- descr bed prope� II be in accordance with the laws, rules and regulation of t W11- of Washington. �' plicants Signature D e 8 RESIDENTIAL PERMIT wa 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: ❑✓ 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: (ED New Residential ® Addition/Alteration Project Description: New SFR ProjectAddress: 17411 84th ave NE Arlington,WA 98223 ParcellD#: 01089200000200 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 1 ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swim ing ool / ❑ Other Authorized Signature: Date: l v For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required YES ❑ NO ❑ -- ' RESIDENTIAL MECHANICAL 1 PERMIT APPLICAT ION 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:1741184th ave NE Arlington,WA 98223 Parcel ID#: 01089200000200 Lot#: 2 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: 1p@cornerslonenomes.us Address PO BOX 14424 City: Mill Creek WA Y State: Zip Code: 98082 Please List quantity of fixtures below: FURNACE UP TO 100K BTU 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 1OK CFM 1 FIREPLACE INSERT BOILER UP TO 16-30 HP _ AIR HANDLING OVER 10K CFM HEAT PUMP 7 VENTILATION FANS VENTILATION SYSTEM OTHER _ VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 17405 Snohomish Ave Snohomish WA Address: City: State: Zip Code: 1e211 Contractor's License Number: INNOVCS895PM 10/14/2013 Expiration: I ere certify that eei e information is correct and that the construction on, and the occupancy and the use of the above- escri d property wiccordance with the laws, rules and regulation of the State of Washington. licants Signature Dat- JP Lampi en rint Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY ZON20120109 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 j l� DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120109 OWNER: CORNERSTONE HOMES NW, LLC-... STATUS:APPLIED ADDRESS: 17411 84TH AVE NE,ARLINGTON BALANCE: $0.00 ��. ISSUED: CREATED: 9/24/2012 SCREENS: Select Screen... — [] FUNCTIONS: Select Permit Function... • GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST I (#) I'REQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER., 9/26/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 9/26/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL.. 9/26/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 9/26/2012 0 Y N Assign Remove 1028 P-Water EANDER... 9/26/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 9/26/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 9/26/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 9/26/2012 0 Y N Assign Remove ZT ( uG 11 77-� 7,Z7 /Oa https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Rev... 9/24/2012 quZ r ° 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: 9/19/2012 Address: 17411 84)V ave NE Arlington,VY48223 Plat: Eagle Heights Div II Lot 2 Owner/Applic t: Cornerstone H s NW LLC Signature: V ification of accura and a reement to follow the City of Arlington Municipal Code Phone: (h) 425.338-5 (C) 425-923-0926 1. Please check one: ✓❑ a. Single-family dwelling ❑ b. Duplex ❑ c. Addition ❑ d. Accessory structure 2. Proposed Dimensions: W) 66 L) 40 H) 27 Total SF) 3378 3. Allowed Lot Coverage: Total Lot Size 7294 SF x 35% = 2552.90 SF 4. Actual Lot Coverage: (SF of all structures) 2547 _ 7294 (lot size) = 34.9 (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 FEE SEP 19 2012 OFFICIAL USE ONLY PROPERTY ZONED APPROVED ��l DENIED_ DATE INT •a HOUSE 2383 PAn o 164 LOT COVERAGE 2547 LOT SO FT= 7294 LOT COVERAGE= 34.9% 2547 SO FT/7294 SO FT BUILDING HEIGHT= 28'6" 86.03' �o z - - - - - - -40 - - - - - - - ' w ' U) ® , Z0 I Q I W 1 cu , � I 00 J F, I I 4F1 1 0 O I A 00 ' (� W to � OD �o j i 21'-6' i I 24' -01 ' ' I N I o% 1 N I �+ I ® N o I D o 1 D o+ I L, m < I , _ ' to ' h . c I 1B'-6'— 1 ch — � I O U% 86.03 RECEIVE® SEP 19 2012 LOT 2 COA Engineering Dept. PLAN: 3378 17411 84TH AVE NE ARLINGTON, WA 98223 SCALE: 1 "=20' SITE EAGLE CORNERSTONE HOMES NW, LLC ORNERSTONF_ PLAN HEIGHTS PO BOX OFFICE(425)38 CREEK 8A 98082 ■ I� _ �, wvAn:c, v�*srmr��mas„«'ea.;:a�nxauwrav - ..mv�wsws,nrs':s�pseoare� •vm'CLKV-1:41ux j.-,n xrs'�s mi o-rsct 0 0 � r "� (j e•• ,7�lY'( sir OE >G wN SNFI�L7M.ONRY1&38NtMFMi. 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